Patent Application
20220275595
See Application Data Sheet.
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This invention relates to a lockable trench shoring apparatus, a lock for a trench shoring apparatus and its method of use. In particular, this invention relates to a lockable trench shoring apparatus that can be quickly and easily deployed in a trench to provide a temporary earth retaining structure which prevents the excavated sides of a trench from collapse and which allows personnel to access and work in the trench in a safe and secure environment.
The skilled person will appreciate that with most forms of residential, commercial and light industrial property construction, the first stages of the work generally involve ground preparation and levelling of the site, prior to excavation of trenches or ditches that ultimately form the foundation footings of the property. Equally, earth excavations can be needed for the installation of pipelines, structures and water, drainage, sewerage, gas and other sub-surface utilities and assets. Work of this nature is usually carried out using heavy construction equipment, such as excavators or diggers.
Depending upon the soil and environmental conditions, there is often the risk of the vertical or near vertical sides of the excavation collapsing into the trench, which not only requires significant rework, introducing associated delays and costs, but more importantly, this presents a danger to construction workers and other personnel working on, or near, the excavation site.
Often construction personnel, installation or repair workers, need to enter the excavated trench to lay, install, repair, or otherwise access utilities or assets being laid in, or exposed within, in the trench. Current UK and European Standards specify the criteria in which a trench shoring system is required to protect workers in a trench from a cave-in or collapse. There are various proprietary trench boxes available in the art which generally comprise side walls of varying thicknesses and which are held apart by steel or aluminium props, jacks or spreaders. Commercial trench boxes of this type are time consuming to install, and crucially often require the construction or utilities worker to enter the trench to construct the trench box, with the associated risk of death or injury from a cave-in or collapse. In addition to commercial trench boxes, workers sometimes construct ad hoc structures, made up of boarding to contact the excavated side of the trench and utilise what is to hand that can act as a prop or jack. There is also a strong need for a lockable trench shoring apparatus that, when deployed in the excavated trench, can be locked or secured in place and which is able to resist any lateral force from the excavated sides of trenches or ditches and which also allows construction and/or utilities personnel to safely enter the trench to carry out repairs or installation work.
It is an object of the present invention to provide a lockable trench shoring apparatus, a lock for a trench shoring apparatus and its method of use which overcomes or reduces the drawbacks associated with known products of this type, or other ad hoc shoring structures. It is a further object of the present invention to provide a lockable trench shoring apparatus that can be quickly and easily deployed to provide a temporary earth retaining structure which prevents the excavated sides of trenches or ditches from cave-in or collapse. The insertion and deployment of the lockable trench shoring apparatus of the present invention being at all times from above the surface of the trench and requiring no work inside the trench. It is a further object of the present invention to provide a lockable trench shoring apparatus that can be deployed without the use of hand tools and which occurs automatically using a pivoting hinge mechanism as the lockable trench shoring apparatus is lowered into the bottom of the trench, such that the space between the side walls of the trench and the side panels of the apparatus are taken up automatically. It is a further object of the present invention to provide a lockable trench shoring apparatus that can be further secured and locked in place when deployed, such that it can resist any lateral force from the excavated sides of trenches or ditches and which allows construction and/or utilities personnel to safely enter the trench to carry out repairs or installation work. The lock being a simple and effective, and highly visible, safety mechanism. It is a further object of the present invention to provide a lockable trench shoring apparatus that can be quickly unlocked and retrieved from the trench after use, again without the need for a worker to enter, reach or lean into the trench or ditch.
The present invention is described herein and in the claims.
According to the present invention there is provided a trench shoring apparatus, comprising:
An advantage of the present invention is that it can be used to quickly and securely provide a lockable temporary earth-retaining structure which prevents the excavated sides of a trench or ditch from cave-in or collapse. The trench shoring apparatus can be very easily and quickly locked in place to resist all lateral force from the sides of the trench or ditch and which allows personnel to access and work in the trench in a shielded and secure environment.
Preferably, the first and second side panels having a castellated cross section and each having an inner and outer surface, and wherein the outer surfaces of the first and second side panels abut with the excavated sides of the trench when in use, and wherein the inner surfaces of the first and second side panels are each connected to a plurality of elongate backplates positioned from the top to the bottom of the side panels.
Further preferably, the elongate backplates are each secured to the inner surfaces of the first and second side panels via a seam of welding.
In use, the retracted configuration may have a lateral dimension which is less than the width of the trench into which the apparatus is inserted when in use and which is less than the width of the extended configuration.
Preferably, the elongate backplates form a fixed part of a hinge connection and having a generally L-shaped cross section.
Further preferably, the pairs of lateral arms form a moving part of the hinge connection, the pairs of lateral arms further comprising right-angled triangular upper and lower hinge plates disposed towards the middle and towards the bottom of the trench shoring apparatus.
In use, the middle and lowermost hinge plates may be identical in size and shape.
Preferably, the middle and lowermost hinge plates each include a proximal aperture which meets with a complementary aperture disposed in a front face of the backplate and secured using a threaded fastener to permit pivotal movement of the upper and lower hinge plates relative to the elongate backplate.
Further preferably, the pivotal movement of the middle and lowermost hinge plates being possible in an upward direction only as a side edge of the upper and lower hinge plates abuts against the side face of the backplate thereby preventing movement in a downward direction.
In use, the middle and lowermost hinge plates may be received in pairs along the front face of the backplate.
Preferably, each connecting bar is disposed between the middle and lowermost hinge plates.
Further preferably, the connecting bars are planar and elongate having apertures towards the middle and lowermost parts thereof which meet with distal apertures disposed on the upper and lower hinge plates for receiving a threaded fastener therethrough.
In use, a projection may extend perpendicularly from the near the upper part of the connecting bar, the projection supporting a first hoisting loop disposed thereon, and wherein the uppermost part of the connecting bar is configured as a support platform for receiving one end of a removable hoisting beam.
Preferably, the hoisting beam is elongate and each end thereof is received upon on the support platform of the connecting bar, the hoisting beam having a second hoisting loop disposed at each end thereof such that the hoisting beam releasably connects to the apparatus by a hook and chain disposed between the first hoisting loop and the second hoisting loop.
Further preferably, the hoisting beam further comprises a downwardly facing deflection shoulder disposed at each end thereof and which assists in locating the hoisting beam on top of the support platform located at the uppermost part of the connecting bar.
In use, the hoisting beam may further comprise a rotatable U-shaped lifting hitch having hoisting or slinging bars located thereon, and wherein the lifting hitch being located towards the centre of the hoisting beam.
Further preferably, the hoisting beam further comprises means for receiving forklift blades or tines being positioned either side off the lifting hitch.
Preferably, the locking means further comprises:
Further preferably, when the spaced-apart panels are in an extended parallel spaced-apart configuration, the cross piece can be used to lock the pivoting arms in an extended position with the outermost cylinders of the cross piece being received within the annular openings disposed at the free ends of the pivoting arms.
In use, when the spaced-apart panels are in an retracted parallel spaced-apart configuration, the cross piece can be used to lock the pivoting arms in an retracted position with the innermost cylinders of the cross piece being received within the annular openings disposed at the free ends of the pivoting arms.
Preferably, a retaining or R-clip is securable to retain the cross piece in place through a diametric aperture disposed at the distal end of the cylinders.
Further preferably, a string of U-shaped rungs disposed in the inner surface of the castellated side panels, the rungs being configured to form an internal ladder which provide access to the extended and locked trench shoring apparatus when in use.
Preferably, a series of internal steps being attached to the connecting bar and which provides access to the extended and locked trench shoring apparatus when in use.
In use, a retractable guardrail may be disposed at the inner surface of the side panels and which is erectable to provide edge protection to prevent falls into the extended and locked trench shoring apparatus when in use.
Preferably, the trench shoring apparatus further comprises a deployable shutterboard which, in use, closes-off the open ends of the extended and locked trench shoring apparatus.
Further preferably, the removable shutterboard is receivable inside a frame comprising a first elongate member positioned from the top to the bottom of the inner surface of the first side panel and an opposite second elongate member positioned from the top to the bottom of the inner surface of the second side panel, each of the first and second elongate members defining a generally U-shaped channel into which the shutterboard is slidably received.
In use, a ground mat which abuts against the first and/or second side panels for improved aboveground trafficking and access may be provided.
Preferably, the ground mat comprises a plurality of peripheral securing apertures through which the ground mat can be secured to the first and/or second side panels and/or to the ground.
Further preferably, the ground mat comprises an anti-slip tread pattern formed in a top surface thereof.
Preferably, the metalwork components forming the apparatus are selected from a material from the group consisting, but not limited to, any one of the following: mild, powder-coated or galvanised steel, or aluminium and the like.
In use, the shutterboard, ground mat and/or parts thereof may be manufactured from wood or a composite wood-like material or a suitable plastics or rubberised material selected from the group consisting, but not limited to, any of the following: Polypropylene (PP), Low-Density Polyethylene (LDPE), High-Density Polyethylene (HDPE), Polyethylene Terephthalate (PET), Polyvinyl Chloride (PVC) or Acrylonitrile Butadiene Styrene (ABS), Glass Reinforced Nylon (GRN), resins or blends thereof.
Also according to the present invention there is provided a lock for a trench shoring apparatus as hereinbefore described, the lock comprising:
Further according to the present invention there is provided a method of supporting the side walls of an excavated trench using the trench shoring apparatus as hereinbefore described, the method comprising the steps of:
Likewise according to the present invention there is provided a trench shoring apparatus, comprising:
Preferably, each one of the pairs of telescopically-extendable struts comprises an outer section which receives a telescopically-extendable inner section therein, the inner section being received within the outer section via an elongate threaded screw arrangement.
Further preferably, the threaded screw arrangement is rotatable via an aperture disposed in an abutment end face of the outer section and which adjusts the telescopic spacing between the inner and outer sections.
In an extended parallel spaced-apart configuration, the abutment end face of the outer section of the one or more pairs of telescopically-extendable struts may abut against a pocket formed in the castellated cross section of the sheet piles comprising the side panels.
Preferably, the threaded screw arrangement having square or buttress threads.
It is believed that a lockable trench shoring apparatus, a lock for a trench shoring apparatus and its method of use in accordance with the present invention at least addresses the problems outlined above.
It will be obvious to those skilled in the art that variations of the present invention are possible and it is intended that the present invention may be used other than as specifically described herein.
The present invention will now be described by way of example only, and with reference to the accompanying drawings.
The present invention has adopted the approach of utilising a lockable trench shoring apparatus that can be quickly and easily deployed to provide a temporary earth retaining structure which prevents the excavated sides of trenches or ditches from cave-in or collapse. Advantageously, the insertion and deployment of the lockable trench shoring apparatus of the present invention being at all times from above the surface of the trench and requiring no work inside the trench. Further advantageously, the present invention provides a lockable trench shoring apparatus that can be deployed without the use of hand tools and which occurs automatically using a pivoting hinge mechanism as the lockable trench shoring apparatus is lowered into the bottom of the trench, such that the space between the side walls of the trench and the side panels of the apparatus are taken up automatically. Further advantageously, the present invention provides a lockable trench shoring apparatus that can be further secured and locked in place when deployed, such that it can resist any lateral force from the excavated sides of trenches or ditches and which allows construction and/or utilities personnel to safely enter the trench to carry out repairs or installation work. Further advantageously, the lock being a simple and effective, and highly visible, safety mechanism. Further advantageously, the present invention provides a lockable trench shoring apparatus that can be quickly unlocked and retrieved from the trench after use, again without the need for a worker to enter, reach or lean into the trench or ditch.
Referring now to the drawings, a lockable trench shoring apparatus 10 according to the present invention is illustrated in
The lockable trench shoring apparatus 10 is formed having first and second panels 12a, 12b held in a parallel spaced-apart configuration. In a preferred embodiment, the panels 12a, 12b are formed from sheet piles 14 which include a castellated cross section 16 and generally horizontal seams 18 being arranged to interlock the separate sheets of piling 14 together. In a preferred embodiment, the interconnection between the separate piling sheets 14 is by spot-welds or the like. The skilled person will appreciate that when the apparatus 10 is deployed in a trench (not shown), it is the outer surface of the panels 12a, 12b that are in contact with the excavated sides of the trench or ditch to prevent a cave-in or collapse. Whilst in a preferred embodiment of the invention, the first and second panels 12a, 12b are formed from castellated piling sheets 14, the skilled person will appreciate that any number of structurally durable panels, including planar panels, could be utilised. A pair of elongate backplates 20 are positioned from the top to the bottom of each of the side panels 12a 12b situated towards each end thereof, as best shown in
The first and second side panels 12a, 12b are connected in a parallel spaced-apart configuration and the spaced-apart panels 12a, 12b are able to move between extended and retracted spaced-apart parallel configurations when being deployed in, or retrieved from, a trench (not shown). It will be appreciated that within this application, the term “extended configuration” means a deployed or spaced-apart parallel configuration of the side panels 12a, 12b in which the outer surfaces of the side panels 12a, 12b abut against the side walls of the excavated trench. The term “retracted configuration” means a reduced spaced-apart lateral configuration or dimension between the side panels 12a, 12b. The retracted configuration has a spaced-apart dimension which is less than the extended configuration, and critically less than the width of the trench or ditch into which the apparatus 10 is to be deployed. Movement of the side panels 12a, 12b between retracted and extended spaced-apart configurations is via a pivoting and locking hinge mechanism, as described below.
The backplates 20 form a fixed part of a hinge mechanism and have a generally L-shaped cross section in plan view from above, as best shown in
Pivotally connected to the backplate 20 is the moving part of the hinge mechanism and this is provided by hinge plates 22a, 22b disposed near the middle and bottom respectively of the lockable trench shoring apparatus 10, as shown in
Situated adjacent to the 90 degree angle of the upper and lower hinge plates 22a, 22b is a proximal aperture 24 which is secured to a complementary aperture 90 disposed in the front face 30 of the backplate 20 using a threaded fastener 26. The skilled person will appreciate that such a configuration permits pivotal movement of the upper and lower hinge plates 22a, 22b relative to the backplate 20 in an upward direction only, since the side edge 28 of the upper and lower hinge plates 22a, 22b abuts against the side wall 32 of the L-shaped support 20 preventing movement in a downward direction. To further facilitate pivotal movement of the upper and lower hinge plates 22a, 22b relative to the backplate 20 a radiused cut-out or indent 68 is additionally situated adjacent to the 90 degree angle of the upper and lower hinge plates 22a, 22b, as shown in
The upper and lower hinge plates 22a, 22b are received in pairs along each front face 30 of the L-shaped backplate 20. Disposed between the two sets of upper and lower hinge plates 22a, 22b are a series of moveable connecting bars 34, as best shown in
The skilled person will appreciate that when deployed, the lockable trench shoring apparatus 10 comprises a box-shaped structure, the side panels 12a, 12b of which can be used to contact or abut against the excavated sides of trenches or ditches to prevent cave-ins or collapse.
The pivoting hinge mechanism formed by the pivotal connection of the backplate 20, hinge plates 22a, 22b and connecting bar 34 is such that movement of the connecting bar 34 in a direction parallel to the side panels 12a, 12b causes the spaced-apart panels 12a, 12b to move between an extended parallel spaced-apart configuration for deployment in a trench, and a retracted parallel spaced-apart configuration for insertion into the trench.
In use, the lockable trench shoring apparatus 10 is hoisted into the excavated trench or ditch using a mechanical excavator or digger (not shown) and a hoisting beam 48, as will be described below.
To enable this, a pair of hoisting loops 44 are each disposed on a platform or projection 42 that extends perpendicularly from the near the upper part of the connecting bar 34, as best shown in
In use, the hoisting beam 48 is positioned on the support 50 of the connecting bar 34. The hoisting beam 48 is itself formed from a length of box-section steel and the hoisting loop 46 formed at each end of the elongate hoisting beam 48 releasably connects to the hoisting loop 44 disposed on the platform 42 of the connecting bar 34 by a hook and chain arrangement 52, as shown in
At each end of the hoisting beam 48 is a downwardly facing deflection shoulder 54 which assists in locating the hoisting beam 48 on top of the complementary-dimensioned support 50 located at the uppermost part of the connecting bar 34. Positioned towards the centre of the elongate hoisting beam 48 is a U-shaped lifting hitch 56 which has hoisting or slinging bars 58 located therein. The lifting hitch 56 is pivotally connected 60 to the hoisting beam 48 and secured by a threaded fastener 62.
In use, the operator of the excavator connects a length of chain or other flexible sling (not shown) onto one or both of the pair of hoisting bars 58 disposed at the top of the apparatus 10. The skilled person will understand that lifting the hoisting beam 48 causes the connecting bar 34 to be raised upwards through the chain 52 releasably connected between the hoisting loops 44, 46. In doing so, the hinge plates 22, 22b are able to rotate upwards such that the spaced-apart side panels 12a, 12b come together. Equally when the apparatus 10 is deployed in a trench, a downward force (through gravity or a push from an excavator bucket) on the connecting bar 34 serves to push the hinged plates 22a, 22b downwards, such that the side panels 12a, 12b are deployed against the sides of the trench. In this configuration, however there is a risk that a lateral force applied to the side panels 12a, 12b could force the connecting bar 34 upwards. As such, the trench shoring apparatus 10 of the present invention is also provided with a locking mechanism 64, as will be described below.
The locking mechanism 64 can be readily actuated or engaged to restrict any movement of the connecting bar 34 relative to the backplate 20, such that when the apparatus 10 is deployed, the side panels 12a, 12b of the apparatus 10 cannot be moved despite any lateral force applied thereto.
As shown in
Opposite to the pivoting end 70 of the pivoting arms 66a, 66b is a free end 72. Each of the free ends 72 of the pivoting arms 66a, 66b includes a cut-out or notch 74 into which can receive a respective cylindrical bar 76a, 76b which is disposed in the front face 30 of the L-shaped backplate 20.
The third part of the locking mechanism 64 comprises an elongate cross piece 78. The elongate cross piece 78 is best shown in
In a deployed configuration, the cross piece 78 can be used to lock the pivoting arms 66a, 66b in position as the outer cylinders 80a, 80d can be received within annular openings 84a, 84b disposed at the free ends 72 of the pivoting arms 66a, 66b, respectively. In addition, a separate retaining or R-clip 86 can secure the cross piece 78 in place through the apertures 82 in the cylinders 80a, 80d. Such a configuration is shown in
The locking mechanism 64 can also be placed into an unlocked position simply by removing the R-clips 86 from the outer cylinders 80a, 80d and pulling the cross piece 78 clear. The pivoting arms 66a, 66b can then be pivoted upwards, clearing the cylindrical projections 76a, 76b from the notches 74 at the free ends 72 thereof. The cross piece 78 can then secure the free ends 72 of the pivoting arms 66a, 66b in an unlocked position by placing the inner cylinders 80b, 80c into the annular openings 84a, 84b disposed at the free ends 72 of the pivoting arms 66a, 66b.
The use of the present invention will now be described.
Typically, an open trench or ditch is excavated using an excavator, as mentioned above. Depending primarily upon the soil substrate and the weather conditions this open trench is at a risk of collapse or cave-in. To shore the trench, the trench shoring apparatus 10 of the present invention can be utilised, which enables a much quicker and secure shoring to be carried out by construction or utilities workers without the need to enter, lean or reach into the excavated trench or ditch.
To shore the excavated trench or ditch, the operator of the excavator connects a length of chain or other flexible sling (not shown) onto the pair of hoisting loops 58 disposed at the rotatable hoisting platform 56 at the top of the hoisting beam 48 of the apparatus 10. The length of chain is then connected or wrapped around the bucket or dipper arm such that the trench shoring apparatus 10 can be hoisted clear of the ground. In doing so, the translational movement of the connecting bar 34 in a direction parallel to the side panels 12a, 12b causes the spaced-apart panels 12a, 12b to move to a retracted spaced-apart configuration whereby the apparatus 10 can be inserted in a trench. The retraction being limited by the projection 88 on the connecting bar 34 which limits the rotation of the hinge support plates 22a, 22b.
In this way, the hoisted apparatus 10 can then be lowered into the trench or ditch and the bucket of the excavator used to push down on the top of the beam 48 to then splay the spaced-apart side panels 12a, 12b apart into the extended configuration such that they abut against the side walls of the excavated trench or ditch. In this way, the deployed apparatus 10 acts to shore the trench or ditch without needing to enter the trench or ditch or lean into it, which is a much safer and quicker means of providing temporary support. In this configuration, the beam 48 at the top of the trench shoring apparatus 10 can then be removed by unhooking the chain 52 between the hoisting loops 44, 46 and lifting it clear. The side panels 12a, 12b of the trench shoring apparatus 10 can then be locked in place using the locking mechanism 64 described below.
To engage the locking mechanism 64, the free ends 72 of the pivoting arms 66a, 66b are moved downwards such that the cut-out or notch 74 receives the respective cylindrical bar 76a, 76b which is disposed in the front face 30 of the L-shaped backplate 20. The cross piece 78 is then slidably inserted in a position whereby the outer cylinders 80a, 80d are received within annular openings 84a, 84b disposed at the free ends 72 of the pivoting arms 66a, 66b, respectively. An R-clip 86 is then placed through the apertures 82 in the cylinders 80a, 80d.
When it is needed to remove the lockable apparatus 10, the above method is followed in reverse and the locking mechanism 64 is firstly disengaged by removing the R-clips 86 from the outer cylinders 80a, 80d and pulling the cross piece 78 clear. The pivoting arms 66a, 66b can then be pivoted upwards, clearing the cylindrical projections 76a, 76b from the notches 74 at the free ends 72 thereof. The cross piece 78 can then secure the free ends 72 of the pivoting arms 66a, 66b in an unlocked position by placing the inner cylinders 80b, 80c into the annular openings 84a, 84b disposed at the free ends 72 of the pivoting arms 66a, 66b and securing this in place using R-clips 86 placed through the apertures 82 in the inner cylinders 80b, 80c. The apparatus 10 can then be lifted out cleanly without causing any damage to the walls of the excavated trench.
The skilled person will appreciate that each of the mountable guardrails 104a, 104b is formed having generally horizontal members 108 at the top and bottom thereof, which meet with generally vertical members 110. The plurality of members 108, 110 are arranged so as to define a space into which a wire mesh panel 112 can be affixed. Although not shown in
One or more of the mountable guardrails 104a, 104b (in
As described previously, the retracted spaced-apart configuration of the apparatus 10 is limited by engagement of projection 88 against the connecting bar 34 which limits the rotation of the hinge support plates 22a, 22b. In such a retracted spaced-apart configuration of the hoisted apparatus 10 there is enough lateral space for the set of internal steps 116. The skilled person will appreciate that the internal steps 116 allow safe worker access into the bottom of the trench shoring apparatus 10 when in a deployed and locked configuration, as shown in
In order to mitigate the risk of such a nearby cave-in or collapse if the trench shoring apparatus 10 is used in isolation, or is at the end of a string of such deployed trench shoring apparatuses 10 in an excavated trench, then the shutterboard 120 can be used at each open end of the apparatus 10. The removable shutterboard 120 is receivable inside a frame formed as a first elongate member 122a positioned from the top to the bottom of the inner surface of panel 12a and an opposite second elongate member 122b positioned from the top to the bottom of the inner surface of panel 12b. Each of the frame parts 122a, 122b being fastened to the inner surfaces of side panels 12a, 12b through fasteners (not shown) through apertures 124 or via a seam of welding.
Each of the frame members 122a, 122b defining a generally vertical U-shaped channel 126 into which the shutterboard 120 can be slidably inserted and retracted. This is facilitated by an elongate aperture 128 which is acts as a grab handle towards the top of the shutterboard 120, as shown in
In use, the shutterboard 120, ground mats 130 and/or parts thereof may be manufactured from wood or a composite wood-like material or a suitable plastics or rubberised material selected from the group consisting, but not limited to, any of the following: Polypropylene (PP), Low-Density Polyethylene (LDPE), High-Density Polyethylene (HDPE), Polyethylene Terephthalate (PET), Polyvinyl Chloride (PVC) or Acrylonitrile Butadiene Styrene (ABS), Glass Reinforced Nylon (GRN), resins or blends thereof.
In shoring apparatus 10 illustrated in
Disposed between the pairs of upper and lower extendable struts 136a, 136b is the connecting bar 34 which is positioned at each end of the apparatus 10, and being capable of translational movement in a direction parallel to the side panels 12a, 12b. Like the first embodiment, the connecting bars 34 are elongate bars having apertures 36 disposed towards the middle and lower section of the bar 34 and which meet with apertures 38 which are on the free ends 154 of the extendable struts 136a, 136b. The apertures 36, 38 receive a threaded fastener 40 therethrough.
The apertures 38 on the free ends 154 of the extendable struts 136a, 136b are situated opposite to a fixed pivot point 140 which allows first and second pivot plates 138a, 138b to be pivotally connected to the inner surface of the side panels 12a, 12b.
Each one of the pairs of extendable struts 136a, 136b (and as perhaps best shown in
Again, as best shown in
Each pivot plate 138a, 138b has a abutment face 152 which limits rotation thereof when being hoisted, as shown in
The embodiment shown in
The skilled person will appreciate that the advantage of the second embodiment of the trench shoring apparatus 10 is that the lateral dimension of the apparatus 10 can be altered to suit the different trench widths.
The advantage of the lockable trench shoring apparatus 10 of the present invention it is it can be simply hoisted into the excavated trench and quickly locked in place, and thus resisting all lateral force from the sides of the trench or ditch with the deployment and subsequent retrieval of the trench shoring apparatus being at all times from above the surface of the trench, and requiring no work whatsoever inside the trench. Having a removable beam 48 means that only one beam 48 is needed for installing a string of trench shoring apparatuses 10 in an excavated trench. When the beam 48 is removed, construction and/or utilities personnel can easily and safely enter the apparatus 10 to carry out repairs or installation work in the trench.
The metalwork components forming the apparatus 10 can be mild, powder-coated or galvanised steel, or aluminium and the like. The locking mechanism 64 and the hoisting beam 48 can additionally be brightly coloured to remind the operator or worker that the locking mechanism 64 should be to be engaged prior to entering the apparatus 10.
When used in this specification and claims, the terms “comprises” and “comprising” and variations thereof mean that the specified features, steps or integers are included. The terms are not to be interpreted to exclude the presence of other features, steps or components.
The features disclosed in the foregoing description, or the following claims, or the accompanying drawings, expressed in their specific forms or in the terms of a means for performing the disclosed function, or a method or process for attaining the disclosed result, as appropriate, separately, or in any combination of such features, can be utilised for realising the invention in diverse forms thereof.
The invention is not intended to be limited to the details of the embodiments described herein, which are described by way of example only. It will be understood that features described in relation to any particular embodiment can be featured in combination with other embodiments.
It is contemplated by the inventor that various substitutions, alterations, and modifications may be made to the invention without departing from the spirit and scope of the invention as defined by the claims. Examples of these include the following:
It is envisaged that a string of U-shaped rungs or steps 116 forming an internal ladder can be disposed in the inner surface of the piling sheets 14, and which provide ease of access to the deployed and locked trench shoring apparatus 10 when in use, as shown in further detail in
The inner surface of the side panels 12a, 12b of the apparatus 10 can also support a retractable guardrail which can be quickly and safely erected. Such a guardrail, when erected, provides guardrail edge protection to prevent falls into the deployed apparatus 10, as shown in further detail in
The skilled person will finally appreciate that the dimensions of the apparatus 10 can be varied depending upon the groundworks, construction or repair work for which the apparatus 10 is utilised.
The external dimensions of the trench shoring apparatus 10 can be adjusted and the present invention utilised in any number of different sizes and applications. It is envisaged that the present invention can be used for major groundworks for large commercial and industrial properties, residential and light industrial property construction, and to installation and remedial works of underground pipes, cables, ducting and utilities in pavements and highways. This list is by way of example only and is in no way intended to be exhaustive.
| Number | Date | Country | Kind |
|---|---|---|---|
| 1910006.4 | Jul 2019 | GB | national |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/GB2020/051579 | 7/1/2020 | WO |
