The present disclosure relates to foundations repair and more specifically to a system and process for sealing or preventing a crack in a foundation.
There are two main known processes for repairing a cracked foundation.
The first one consists in excavating the ground at least in front of the foundation so as to access the crack. This involves excavating a good distance to yield sufficient space for workers to access the foundation with equipment. While such process is usually efficient in repairing the foundation, it involves the use of machinery, it is long and very costly, and it causes damages to the layout in front of the foundation.
The other category of crack repairing processes consists in repairing the foundation from the inside and involves filling the crack with a hardening liquid. Such process is less costly than the excavation process but is rarely 100 percent efficient considering the difficulty in reaching the exterior side of a crack.
According to an illustrative embodiment, there is provided a system for sealing or preventing a crack in a foundation, the system comprising:
a modular covering panel having a bezeled lower edge defining a blade to ease insertion and lowering of the covering panel in a ground along the foundation, in contact therewith; the modular covering panel being configured to define a rigid open-top pocket on the foundation to receive a hardening sealing material so as to define a waterproof barrier on the foundation.
According to another illustrative embodiment, there is provided a kit for sealing a crack in a foundation, the kit comprising:
According to still another illustrative embodiment, there is provided a process for sealing or preventing a crack in a foundation, the process comprising:
According to yet another illustrative embodiment, there is provided a process for sealing a crack in a foundation, the process comprising:
It is to be noted that the expression foundation is not to be limited in any way and should be construed as including any wall at least partially extending in the ground.
The expression hardening, relatively to a sealing material, is not to be limited to any hardness of the sealing material but is to be construed as a sealing material that will pass from the liquid to solid state after a certain time and under certain conditions, usually, but not exclusively, under contact with air.
Other objects, advantages and features of the system and process for sealing a foundation crack will become more apparent upon reading the following non-restrictive description of preferred embodiments thereof, given by way of example only with reference to the accompanying drawings.
In the appended drawings:
In the following description, similar features in the drawings have been given similar reference numerals, and in order not to weigh down the figures, some elements are not referred to in some figures if they were already identified in a precedent figure.
The use of the word “a” or “an” when used in conjunction with the term “comprising” in the claims and/or the specification may mean “one”, but it is also consistent with the meaning of “one or more”, “at least one”, and “one or more than one”. Similarly, the word “another” may mean at least a second or more.
As used in this specification and claim(s), the words “comprising” (and any form of comprising, such as “comprise” and “comprises”), “having” (and any form of having, such as “have” and “has”), “including” (and any form of including, such as “include” and “includes”) or “containing” (and any form of containing, such as “contain” and “contains”), are inclusive or open-ended and do not exclude additional, unrecited elements.
A system 10 for sealing or preventing a crack 12 in a foundation 14 according to a first illustrative embodiment will be described with reference first to
The system 10 comprises a modular covering panel 16 having a bezeled lower edge 18 defining a blade to ease insertion and lowering of the covering panel 16 in a ground 19 along the cracked foundation 14, in contact therewith. As will become more apparent upon reading the following description thereof, the modular covering panel 16 is configured to define a rigid open-top pocket on the foundation 14 that can receive from the open top 20 a hardening sealing material 22 so as to define a waterproof barrier on the cracked foundation 14. The system 10 includes the modular covering panel 16 and the hardening sealing material 22.
The covering panel 16 is formed of plurality of generally rectangular starter and main panel modules 28 and 30. A conventional tool, such as a jackhammer 24 can be used for inserting the panel 16, by adding one row 26 of panel modules 28 and 30 at a time, and, for each row 26, one panel module 28 or 30 at a time, one on top of the other, starting with a starter panel module 28.
The system 10 can be provided in a kit comprising a plurality of starter panel modules 28, a plurality of main panel modules 30, and the sealing material 22, with or without tools for installing the system 10, such as a sealing material discharger 32 and jackhammer-to-panel module coupler 34.
Each of these components 22 and 28-34 of the system 10, or of the kit for forming the system 10, will now be described in more detail.
With references first to
According to the illustrative embodiment, the starter and main panel modules 28 and 30 are made of calcium carbonate filled polyethylene and result from a molding process. According to another illustrative embodiment, the modules 28 and 30 are made of another rigid material, such as fiberglass, polypropylene, polyethylene, polyvinyl chloride, aluminum, steel, etc. and/or are manufactured using another process than moulding.
Each main panel module 30 includes front and back faces 36-38, complementary engaging top and bottom portions 40-42 that are adapted a) to join two of the main panel modules 30 coplanar one on top of the other when the front side faces 36 thereof are on a same side and b) to lock the modules 30 when they are thus joined, and complementary interlocking first and second lateral side portions 44-46 that are adapted for joining two of the main panel modules 30 side by side when their front side faces 36 are on a same side. The first and second lateral sides 44-46 of each main panel module 30 are further configured for relative slidable engagement as shown in
The front face 36 is substantially smooth and includes two rows of aligned circular recesses 48, each row near a respective first and second lateral sides portion 44-46. Each of the circular recesses 48 in a row is longitudinally registered with a circular recess 48 in the other row 48. The recesses 48 defines guides that can be used for receiving fasteners (not shown) to attach the upmost main module 30 to the foundation 14 in some applications.
The back face 38 is provided with a plurality of central and lateral reinforcing elongated protrusions 50 and 52 to add rigidity to the panel 30 to prevent deformation thereof under the impact force of the tool 24 used to force a row 25 of panels 28-30 into the ground 19.
Each of the protrusions 50 and 52 includes a plurality of rounded notches 54 therein, which facilitates the flow of sealing material 22 along the width of the panels 30. According to another illustrative embodiment, the number, configuration, or location of the protrusions 50-52 or of the notches 54 is different than illustrated, depending, for example, on the nature of the sealing material 22 and/or on the material used in molding the modules 30.
The lower end 56 of each of the protrusions 50-52 is bezeled, which aims at easing the lowering of the modules in the ground 19.
The upper ends 58 of the central protrusions 50 are flat and extends further up than the upper ends 60 of the lateral protrusions 52. As will be described hereinbelow in more detail, the upper ends 58 together define a first support ledge for the jackhammer-to-main panel module coupler 34.
The back face 38 includes a trapezoid upper portion 40 that extends upwardly beyond the front face 36 along most of the width of the module 30 and defines a male connecting portion. The lower portion of the back face 38 includes a recess 62 that defines a female connecting portion that is shaped to complementary receive the trapezoid upper portion 40 of another module 30 when the two modules 30 are mounted coplanar one on top of the other.
The trapezoid upper portion 40 defines a shoulder portion 64 with the front face 36, which defines a second support ledge for the jackhammer-to-main panel module coupler 34, the upper end 66 of the trapezoid upper portion 40 defining a third support ledge for the jackhammer-to-main panel module coupler 34.
The module 30 includes two male locking members in the form of double-tongue members 68, secured to the back face 38 so as to extend downwardly therefrom near a respective one of the two lateral side portions 44-46. Each member 68 are defined by two parallel tabs 70, each with a bezeled tip 72 that is defined by a slanted edge 74 oriented towards the front face 36. The straight portions of the two parallel tabs 70, on the side of the front face 36, are bridged by a small wall 76, which is set back from the front face 26 so as to define a shoulder portion 78 therewith. The lower side of the small wall 76 is provided with a small, angled ledge, defining a hook 80. On their side opposite the small wall 76, both tabs 70 includes rounded notches 54 for same reason described hereinabove.
The upper side of the back face 38 is provided with two female locking members 82, each being vertically aligned with a corresponding male locking portions 68. Each of the female locking portion 62 are defined by a rectangular recess 84 having therein a locking member 86. The locking member 86 includes an upper slanted portion 88 and a lower straight portion 90, which defines a rectangular recess 92 with the lower portion of the rectangular recess 84.
With references specifically to
More specifically, the width of the male and female locking members 68 and 82 are substantially identical for snugly fit engagement, and the lower straight portions 90 and rectangular recesses 92 of the female locking members 82 are dimensioned for snugly engagement with respectively the small walls 76 and hooks 80 of the male locking portions 68. Finally, the slanted edge 74, the angle of the hook 80 and the upper slanted portions 88 ease the engagement of the male locking portions 68 in the female locking portions 82.
According to another illustrative embodiment (not shown), the panels 30 includes different locking members than those illustrated.
The first and second lateral side portions 44 and 46 include grooves 94 and 96 respectively, the former being opened on the side of the front face 36 and the latter being opened on the side of the back face 38, and each defining an outer lateral rail 98 and 100.
As can be seen in
The starter panel module 28 has some similarities with the main panel module 30, which will be described only briefly herein for concision purposes, and differences therewith, which will be described herein in more detail.
Each starter module 28 includes front and back faces 102-104, connecting upper portion 40, that is adapted a) to join a main panel module 30 coplanar on top of the starter panel module 28 when the front faces 36 and 102 are on a same side and b) to lock both the starter and main modules 28-30 when they are thus joined, a bezeled lower portion 106, and complementary interlocking first and second lateral portions 108-110 that are adapted for joining two starter panel modules 28 side by side when their front side faces thereof 36 are on a same side. The first and second lateral sides 108-110 of each starter panel module 28 are further configured for relative slidable engagement, with respectively the second and first lateral sides 46 and 44 of a main panel module 30.
The back face 104 has a generally flat U-shaped portion 112 spanning the lower portion 106 and the first and second lateral sides 108-110, and the front face 102 defines an acute angle with the U-shaped portion 112 on the back face 104, defining a bezeled lower portion 106. As will be described hereinbelow in more detail, the bezeled lower portion 106 is provided to ease the penetration and descent in the ground 19, first of the starter panel module 28, and then of the row 25 of increasing length form by the starter panel module 28 and the plurality of main panel module 30 attached thereto and to one another (see
The back face 104 is provided with a plurality of reinforcing elongated protrusions 114 to add rigidity to the panel 28 to prevent deformation thereof under the impact force of the tool 24 used to force a row 25 of panels 28-30 into the ground 19.
According to another illustrative embodiment, the number, configuration or location of the protrusions 114 is different than illustrated, depending, for example, on the nature of the sealing material 22, but mainly on the material used in molding the modules 30.
The upper ends 116 of the central protrusions 50 are flat and together define a first support ledge for the jackhammer-to-panel module coupler 34.
The back face 104 includes a trapezoid upper portion 40 that extends upwardly beyond the front face 102 along most of the width of the module 28 and defines a male connecting portion that is configured and sized to be complementary received the trapezoid upper portion 40 of a module 30 when the two modules are mounted coplanar one on top of the other.
The trapezoid upper portion 40 defines a shoulder portion 118 with the front face 102, which defines a second support ledge for the jackhammer-to-panel module coupler 34, the upper end 120 of the trapezoid upper portion 40 defining a third support ledge for the jackhammer-to-panel module coupler 34.
The upper side of the back face 104 is provided with two female locking members 115, each being vertically aligned with a corresponding male locking portions 68 of a main panel module 30 when they aligned for complementary engagement as described hereinabove.
The first and second lateral side portions 108 and 110 include grooves 122 and 124 respectively, the former being opened on the side of the front face 102 and the latter being opened on the side of the back face 104, and each defining an outer lateral rail 126 and 128.
Similar to what has been previously described in
According to the first illustrative embodiment, the dimensions of the rectangular part of a main panel module 30 is about 52 cm×18.7 cm×2.9 cm (about 20″½×7″⅜×1″⅛). Those of the starter panel module 28 are about 52 cm×12.7 cm×2.9 cm (20″½×5″×1″⅛).
The starter and main panel modules 28 and 30 are however not limited to those dimensions.
The installation of the modular covering panel 16 will now be described in more detail with reference to
As a previous step before the installation of the modular covering panel 16, a prospection tool (not shown), such as a drill with a long drill bit, can be used to explore the ground 19 along part of the foundation 14 including the crack 12, to make sure that there is no obstacle that could prevent the installation of the modular panel 16. In such a case, such an obstacle can be removed, when possible.
A starter panel module 28 is first partially inserter in the ground 19, flush with the foundation 14 and registered with the upper portion 130 of the crack 12 in the foundation 14, with its bezeled portion 28 oriented downwardly, so as to be the first portion of the panel module 28 to contact the ground 19.
A percussion tool, such as a jackhammer 24 is then used to force the starter panel module 28 within the ground 19. Another percussion tool or a pressuring tool, such as a hydraulic jack (not shown), can also be used.
While the upper portion 40 of the starter panel module 28 is still above the ground 19, a first main panel module 30′ is secured to the starter panel module 28 thereon as described hereinabove, and the percussion tool 24 is used on the first main panel module 30′ to force both this first main panel module 30′ and the starter panel module 28 under it further into the ground 19.
While the upper portion 40 of the first main panel module 30′ is still above the ground 19, a second main panel module 30″ is secured to the first main panel module 30′ and this process continues until the lower edge 127 of the starter panel module 28 reaches the footing 129 of the foundation 14. The user 11 knows that this position is reached, for example when operating the tool 24 on the topmost main panel module 30 of a row 25 of panels 28-30, and he/she is no longer able to further lowering the row 25. In some applications, it can also be possible to evaluate the depth of the crack 12 into the ground 19 by visual inspection inside the basement of the building.
In some cases, when one knows the depth of the crack 12, it can be sufficient to create rows 25 of panels 29-30 having a length just sufficient to reach some predetermined distance below the crack 12. It is however advisable to construct rows 25 that reach the footing 129 anyway, considering that the crack 12 might continue to grow.
When a first row 25 of panels 28-30 is finished installing, the installation process continues with the installation of a further row 25 adjacent the first row 25 and connected thereto as described hereinabove, each new panel 28 or 30 being first connected to the previous row 25 of panel 28-30 as described hereinbelow with reference to
It results from the previously described installation steps a modular covering panel 16 that defines a rigid open-top pocket on the foundation wall 14.
Since the bezeled lower portion 106 of the starter panel modules 28 is shaped to define a scraper, descending the starter panel modules 28 when forming the rows 25 of panels 28-30 removes most of the soil and other soil constituents, such as small rocks, in the interspace 131 between the foundation 14 and panel 16 (see, for example, on
As shown in
The upper panels 31 can be further attached to the foundation 14 by using fasteners (not shown). The recesses 48 can be used as guides for receiving fasteners (not shown).
The hardening sealing material 22 is in the form of a cementitious grout whose quantity of mixing water is adjusted to yield a fluid that easily makes its way through all the interspace 131, and more specifically through the notches 54 of the panels 28-30. It is believed to be within the reach of a person skilled in the art to prepare a mixture of a cementitious grout that can be poured in the interspace 131 as a liquid.
According to a more specific embodiment, the sealing material 22 is in the form of SikaGrout®-212 non-shrink, cementitious grout.
According to other illustrative embodiments, other sealing material can be used, such as a self-leveling synthetic resin, including epoxy and urethane resins.
The sealing material discharger 32 can be used to ease the filling of the pocket defined by the modular panel 16.
To provide an improve stability when filling the material 22, the sealing material discharger 32 is advantageously provided with lateral flanges 121, each including a handle 123 and, at their distal ends, a U-shaped portion 125 that is configured for complementary mounting to the straight edge 33 of the upper most panel modules 31.
According to another embodiment, another filling tool than a ramp 131 can be used.
A process 300 for sealing a crack 12 in a foundation 14 is summarized in
Turning to
The jackhammer-to-panel coupler 34 includes a panel-side part 130 and a tool-side part 132 that is adjustably mountable to the panel-side part 130.
The panel-side part 130 is one-piece body in the form of an elongated plate having an inverted Y-shaped section defined by a first flat support portion 134 having an upper edge 136 and a lower edge 138, a second serrated flat support portion 140 that extends from the first flat portion 134 on a first lateral side thereof and parallel thereto, beyond the lower edge 138 and having a serrated edge 142 facing upwardly, and a third flat portion 144 extending from the first flat portion 134 on a second lateral side thereof and parallel thereto, beyond the lower edge 138 so as to define a shoulder portion 146 therewith. The gap between the second and third flat portion defines a groove 148 whose bottom is the lower edge 138 of the first flat portion 134. The tool-side part 132 is thus shaped to complementary engage a panel module 28 or 30 by its upper portion 40 or 115 respectively, wherein the lower edges of the first, second and third flat portions 134, 140 and 144 abut respectively the support ledges 66/118, 58/116 and 64/120 of the main/starter panel modules 30/28.
The tool-side part 132 is one-piece body having on a first side along a first axis 154, an attachment portion 150 and on the other side, a coupling portion 152.
The attachment portion 150 includes two attachment pins 156, extending therefrom along a second axis 158 that is perpendicular to the first axis 154.
The coupling portion 152 includes a front portion 160, on the side of the attachment portion 150, and a back portion 162, extending from the front portion 160 on a side thereof opposite the attachment portion 150.
The front portion 160 includes a tool-coupling bore 164 extending along a third axis 166 perpendicular to both the first and second axes 154 and 158. The bore 164 is adapted to receive the impact tip 168 of the jackhammer 24. According to another illustrative embodiment, the bore 164 can be replaced by a hole or by another coupling portion or part (not shown) adapted for operatively coupling with another tool (not shown).
The back portion 162 is generally configured to complementary engage the upper portion of the panel-side part 130.
More specifically, the back portion 162 includes a groove 170 for receiving the first flat portion 134 of the panel-side part 130. The groove 170 is defined by a front wall 172, provided with a shoulder portion 174, and a second wall 176, provided with a serrated edge 178 for complementary engaging the serrated edge 142 of the panel-side part 130.
In operation, the panel-side part 130 is first mounted on a starter panel module 28 or on the upper panel module 30 of a row 25 of panels being inserted in the ground 19. Secondly, the tool-side part 132 is mounted thereon, and thirdly the impact tip 168 of the jackhammer 24 is inserted in the bore 166. Operation of the jackhammer 24 will then force the row 25 of panels 28 and 30 to further descent in the ground 19.
A person skilled in the art will now appreciate that providing serrated edges 142 and 178 on both the panel-side and tool-side parts 130 and 132, allows stably mounting the tool-side part 132 at different lateral positions along the panel-side part 130, allowing the tool 24 to impact more strongly on one side than the other, which can be useful when more resistance is met on one side within the ground 19.
While the tool-side part 132 has a length similar to the length of the panel modules 28 and 30, it can be shaped so as to have a different length thereof.
Both the panel and tool-side parts 130-132 are made of steel so as to be heavy and sturdy.
According to another illustrative embodiment, jackhammer-to-panel module coupler 34 is made of another sturdy material. According to some illustrative embodiment, the jackhammer-to-panel module coupler is a one-piece body or is made of more or than two parts.
The coupler 34 is not limited to the illustrative embodiment. For example, the adjustability of the lateral position of the tool-side part 132 on the panel-side part 130 is not limited to the illustrated serrated coupling. For example, any other complementary shape on the tool-side and panel-side parts 132, 130 that can prevent relative lateral movements thereof can alternatively be used. Also, a locking mechanism can be used between the two parts 130-132.
According to still another illustrative embodiment, the coupler 34 is configured for coupling another tool (not shown) to the panel modules 28 and 30. It can also be omitted.
As can be seen in
The extension arm 180 comprises an elongated beam 184, having proximate and distal ends 186-188, a coupling head 190 secured to the beam 184 at the distal end 188 thereof, a tool-coupling portion in the form of a perforated plate 192 mounting to the beam 184 adjacent the coupling head 190 and having a plurality of equally distanced tool-coupling holes 194 therein, and a height-adjustable leg 196 mounted to the beam 184 near the proximate end 186 thereof. Since a height adjustable leg is believed to be well-known in the art, it will not be described herein in more detail.
The coupling head 190 includes two parallel hooks 198 that are configured for coupling to the two attachment pins 156 of the coupler 34. The hooks 198 are integral to mounting plates 200 secured to the beam 184 using fasteners 202.
According to the first illustrative embodiment, the parts of the arm 180 are made of steel, but they can be made of any material sufficiently rigid to withstand the impact of tool 24.
The arm 180 is not limited to the illustrated embodiment. For example, the height-adjustable leg 196 can be replaced by a fixed leg, and/or the coupling head 190 and the tool-coupling portion 192 can be different than illustrated. The arm 180 can also be omitted.
It is to be noted that many modifications could be made to the system and process for sealing a foundation crack described hereinabove and illustrated in the appended drawings. For example:
Although a system and process for sealing or preventing a foundation crack has been described hereinabove by way of illustrated embodiments thereof, it can be modified. It is therefore to be understood that numerous modifications may be made to the illustrative embodiments and that the scope of the claims should not be limited by the illustrative embodiments but should be given the broadest interpretation consistent with the description as a whole.