This application is a national stage application under 35 U.S.C. 371 of International Patent Application Serial No. PCT/CN2016/088791, entitled “Lightweight Multifunctional Supporting Device and Method for Calculating Jacking Force thereof,” filed Jul. 6, 2016, which claims priority from Chinese Patent Application No. CN 201510591657.4, filed Sep. 16, 2015, the disclosure of which is incorporated herein by reference.
The present disclosure relates to the technical field of building construction, and particularly to a lightweight multifunctional supporting device and a method for calculating a jacking force thereof.
In the construction process of a number of building structures, relatively heavy construction equipment or hoisting crane need to be borne, and such large construction loads often exceed a permissible use load according to the design. Therefore, the buildings need to be reinforced temporarily by some reinforcement measurements. After the construction is completed, the reinforcement measurements will be removed. At present, the reinforcement measurements are generally associated with problems such as complex structure, poor universality, complicated installation and removal processes. The most critical problem would be an insufficient jacking between the reinforcement measurements and the structures. In the construction process, construction workers cannot precisely determine the jacking degree applied to the building structure as required by the design, and can only roughly estimate according to their own experience or convenience. As a result, phenomena of construction gaps or excessive jacking are largely present, which renders the reinforcing effect and the design requirement discrete. If a jacking force is too large or too small, serious adverse impact will occur against the safety of the building, resulting in cracking of the structure or even damage and collapse of the building.
A technical problem to be solved by the present disclosure is to provide a lightweight multifunctional supporting device and a method for calculating a jacking force thereof, aiming at solving the problems of complex structure, complicated installation and removal, and imprecise jacking force applied to the building as present in the temporary supporting and reinforcing facilities of the prior art.
The present disclosure is realized as follows: a lightweight multifunctional supporting device, including a supporting frame and a jacking device, the jacking device including a screw rod and a jacking seat, wherein the screw rod is provided vertically, and is fixed on the supporting frame, wherein the jacking seat is provided thereon with a vertical threaded hole and is provided with a lateral rotation rod, wherein a top of the jacking seat is planar, and the screw rod is in threaded connection with the threaded hole.
Furthermore, the supporting frame further includes a first fixing flange, and a bottom of the screw rod is fixedly connected to the supporting frame through the first fixing flange.
Furthermore, the jacking device further includes a locking nut, the locking nut is sleeved on the screw rod, and is located between the first fixing flange and the jacking seat.
Furthermore, the supporting frame includes at least one standard supporting frame, the standard supporting frame includes at least four standard main upright rods distributed at four corners of the standard supporting frame, at least two standard lateral rods, a plurality of standard inclined rods, and first connecting elements that are fixed at two ends of the standard main upright rods, wherein the standard main upright rods are provided vertically, the standard lateral rods are provided horizontally, and two ends of the standard main upright rods are each fixedly connected to two adjacent standard main upright rods; the standard inclined rods have one end fixed on a top of one standard main upright rod, and have the other end fixed on a bottom of another standard main upright rod adjacent to said one standard main upright rod, and two standard main upright rods that are adjacent to each other in upper and lower position are removably connected through the first connecting element.
Furthermore, the supporting frame further includes a top supporting frame, the top supporting frame is provided on the standard supporting frame; the top supporting frame includes top main upright rods distributed at four corners of the standard supporting frame, at least two top lateral rods, a plurality of top inclined rods and second connecting elements that are fixed at two ends of the top main upright rod, wherein the top main upright rods are provided vertically, the top lateral rods are provided horizontally, and two ends of the top lateral rods are fixedly connected to two adjacent top main upright rods; the top inclined rods have one end fixed on a top of one top main upright rod, and have the other end fixed on a bottom of another top main upright rod adjacent to the one top main upright rod, wherein the second connecting element on a top of the top main upright rod is removably connected to the screw rod, and the second connecting element on a bottom of the top main upright rod is removably connected to the first connecting element on the top of the standard main upright rod.
Furthermore, the supporting frame further includes an adjustment rod provided between the standard supporting frame and the top supporting frame, wherein upper and lower ends of the adjustment rod are both provided with a second fixing flange, and the standard supporting frame and the top supporting frame are connected through the second fixing flange.
Furthermore, the lightweight multifunctional supporting device further includes a supporting base, and the supporting base is sandwiched between the jacking seat and a bottom face of the building.
The present disclosure further provides a method for calculating a jacking force of the lightweight multifunctional supporting device above, including the following steps:
A. pre-calculating a jacking force P needed to be applied to a position of a building in need of jacking according to design;
B. calculating a detection torque Tch=kPd by combining a pre-measured bolt torque coefficient k and a screw rod diameter d;
C. firstly screwing the screw rod into the jacking seat, and then mounting the screw rod on a top face of the supporting frame;
D. placing the lightweight multifunctional supporting device below the position of the building in need of jacking;
E. sheathing the rotational means capable of detecting the torque onto the rotation rod, such that the jacking seat is continuously moved upwards in a process of being screwed along the screw rod;
F. commencing to jack up the building when the jacking seat is moved upwards to a certain distance, wherein when a value of the torque detected by the rotational means is consistent with the detection torque Tch calculated above, the jacking force applied by the jacking seat to the position of the building is the jacking force P needed to be applied to the position of the building.
The lightweight multifunctional supporting device of the present disclosure consists of the supporting frame, the screw rod and the jacking seat, which is simple in structure and convenient for installation and removal. The jacking seat can be moved upwards and jack the building simply by screwing the rotation rod on the jacking seat. Moreover, the jacking force of the jacking seat on the building can be determined to be the required jacking force P according to the detection torque Tch detected when the rotational means is rotated to a certain position. Accordingly, by using the supporting device and the method for calculating the jacking force of the present disclosure, a precise jacking force can be applied to the building, and can be precisely unified with design requirements, so as to guarantee the reinforcing effect to the greatest extent.
In order to make the technical problem to be solved by the present disclosure, the technical solution and the beneficial effects clearer and understandable, the present disclosure is further described in detail below in conjunction with the figures and embodiments. It should be understood that the specific embodiments described herein are merely for explaining the present disclosure, rather than limiting the present disclosure.
As shown in
The screw rod 21 is provided in vertical direction. The bottom of the screw rod 21 is fixedly connected to the supporting frame 1 through the first fixing flange 3, so as to be fixed on the supporting frame 1. The jacking seat 22 is provided thereon with a vertical threaded hole (not shown in the figures) and is provided with a lateral rotation rod 221. The top of the jacking seat 22 is planar. The screw rod 21 is in threaded connection with the threaded hole. The rotation rod 221 is screwed by a rotational means 200 to move the jacking seat 22 upwards, and gradually jack a building 300.
The locking nut 23 is sleeved on the screw rod 21, and is located between the first fixing flange 3 and the jacking seat 22. The locking nut 23 is screwed so that the locking nut is positioned against the first fixing flange 3. In this way the screw rod 21 can be locked, such that the screw rod 21 remains stationary in the whole jacking process.
The supporting frame 1 of the present embodiment includes at least one standard supporting frame 11, one top supporting frame 12, and an adjustment rod 13 provided between the standard supporting frame 11 and the top supporting frame 12. Upper and lower ends of the adjustment rod 13 are both provided with a second fixing flange 14, and the standard supporting frame 11 and the top supporting frame 12 are connected through the second fixing flange 14. The supporting base 4 is sandwiched between the jacking seat 22 and a bottom face of the building 300. When a surface of the building 300 which needs to be jacked is unsmooth, the supporting base 4 can transmit its jacking force uniformly to the building 300.
The standard supporting frame 11 includes at least four standard main upright rods 111 that are distributed at four corners of the standard supporting frame 11, at least two standard lateral rods 112, several standard inclined rods 113, and first connecting elements 114 that are fixed at two ends of the standard main upright rods 111.
Specifically, referring to
The top supporting frame 12 is provided on the standard supporting frame 11. The top supporting frame 12 includes top main upright rods 121 that are distributed at four corners of the standard supporting frame 12, at least two top lateral rods 122, a plurality of top inclined rods 123, and second connecting elements 124 that are fixed at two ends of the top main upright rod 121.
Referring to
The top main upright rods 121 are provided in vertical direction, and the top lateral rods 122 are provided in horizontal direction. The two ends of the top lateral rods 122 are fixedly connected to the top main upright rods 121. The top inclined rods 123 have one end fixed on a top of a first top main upright rod 121, and have the other end fixed on a bottom of another top main upright rod 121 that is adjacent to said first top main upright rod 121. The second connecting element 124 on the top of the top main upright rod 121 is removably connected to the screw rod 21, and the second connecting element 124 on the bottom of the top main upright rod 121 is removably connected to the first connecting element 114 on the top of the standard main upright rod 121.
All of the first connecting elements 114 and the second connecting elements 124 as mentioned above can be constituted by flanges and associated bolt components thereof. In order to further reduce the weight of the supporting device, various rods of the supporting frame 1 as mentioned above can be manufactured by hollow tubes.
In practical application, the height of the above-mentioned top supporting frame 12 is usually smaller than the height of the standard supporting frame 11. Moreover, when the standard supporting frame 11 on the top of the supporting frame 1 has a relatively short distance from a position of the building 300 that needs to be jacked, the top supporting frame 12 can be omitted. The overall requirement for the height of the supporting frame 1 can be met by replacing the adjustment rod 13 with different lengths and/or using the supporting base 4.
Referring to
Steps of using the above lightweight multifunctional supporting device 100 to calculate a magnitude of a jacking force applied by said device to the jacked building 300 are as follows:
A. calculating a jacking force P needed to be applied to a position of the building 300 in need of jacking;
B. calculating a detection torque Tch=kPd by combining a pre-measured bolt torque coefficient k and a screw rod diameter d;
C. firstly screwing the screw rod 21 into the jacking seat 22, and then mounting the screw rod 21 on a top face of the supporting frame 1;
D. placing the lightweight multifunctional supporting device 100 below the position of the building 300 in need of jacking;
E. sheathing the rotational means 200 that is capable of detecting the torque onto the rotation rod 221, such that the jacking seat 22 is continuously moved upwards in the process of being screwed along the screw rod 21;
F. starting to jack up the building 300 when the jacking seat 22 is moved upwards to a certain distance, wherein when a value of the torque detected by the rotational means 200 is consistent with the detection torque Tch calculated above, the jacking force applied by the jacking seat 22 at this position of the building 300 is the jacking force P needed to be applied to said position of said building 300;
G. screwing the locking nut 23 to prevent the screw rod 21 from loosening during the use of the multifunctional supporting device 100.
The above-mentioned bolt torque coefficient k is determined by the bolt itself, and it can be measured by existing experiment methods.
Accordingly, the lightweight multifunctional supporting device of the present embodiment is simple in structure and convenient for installation and removal. The jacking seat 22 can be moved upwards to jack the building 300 simply by screwing the rotation rod 221 on the jacking seat 22. It can be determined that the jacking force of the jacking seat 22 to the building 300 is the jacking force P needed based on the detection torque Tch detected when the rotational means 200 is rotated to a certain position.
Referring to the force analysis diagrams of the building before and after the jacking force is applied as shown in
The description above is merely the preferred embodiments of the present disclosure and shall not be used to limit the present disclosure. Any amendments, equivalent substitutions, improvements and so on within the spirit and principle of the present disclosure should be covered by the scope of protection of the present disclosure.
Number | Date | Country | Kind |
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2015 1 0591657 | Sep 2015 | CN | national |
Filing Document | Filing Date | Country | Kind |
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PCT/CN2016/088791 | 7/6/2016 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
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WO2017/045460 | 3/23/2017 | WO | A |
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Number | Date | Country | |
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20190078341 A1 | Mar 2019 | US |