CN220266515U - Rock foundation reinforcing structure - Google Patents
Rock foundation reinforcing structure Download PDFInfo
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- CN220266515U CN220266515U CN202321760664.9U CN202321760664U CN220266515U CN 220266515 U CN220266515 U CN 220266515U CN 202321760664 U CN202321760664 U CN 202321760664U CN 220266515 U CN220266515 U CN 220266515U
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- 230000003014 reinforcing effect Effects 0.000 title claims description 40
- 239000011435 rock Substances 0.000 title description 4
- 239000000945 filler Substances 0.000 claims abstract description 23
- 230000007246 mechanism Effects 0.000 claims abstract description 15
- 239000002689 soil Substances 0.000 claims abstract description 9
- 238000005728 strengthening Methods 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 19
- 239000010959 steel Substances 0.000 description 19
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 206010023230 Joint stiffness Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of rock-soil foundation reinforcement, in particular to a rock-soil foundation reinforcement structure, which comprises a filler and a plurality of reinforcement mechanisms, wherein adjacent reinforcement mechanisms are connected with each other, the reinforcement mechanisms are arranged in the filler, each reinforcement mechanism comprises a frame and a plurality of reinforcements, the reinforcements are arranged in parallel and sequentially form a rectangular structure, the arrangement track is of a rectangular structure, each reinforcement is positioned in the frame and fixedly connected with the frame, a plurality of support pieces are arranged at the reinforcements, the support pieces are positioned at two ends of the bottom of the rectangular structure, and the support pieces are connected with the reinforcements in a sliding manner. Through the technical scheme, the foundation subsidence problem in the prior art is solved, and the installation is convenient.
Description
Technical Field
The utility model relates to the technical field of rock-soil foundation reinforcement, in particular to a rock-soil foundation reinforcement structure.
Background
The rock-soil foundation is soil body or rock mass of a supporting foundation below a building, and the foundation is divided into a natural foundation and an artificial foundation. Under the existing environment, most of the building below is an artificial foundation, and because of insufficient soil bearing capacity, the foundation is usually required to be reinforced manually, and if the foundation is not required to be reinforced manually, the weight of the building cannot be supported, so that the building is sunken after being built, accidents such as inclination or sedimentation and the like are caused, collapse is seriously and possibly caused, life threat is generated to personnel inside and outside the building, and therefore the foundation is required to be reinforced manually by adding a reinforcing structure to the foundation, and the safety of personnel inside and outside the building is ensured.
The existing reinforcing structure is mainly characterized in that reinforcing steel bars are added into the foundation to reinforce the foundation, if the foundation area is large, the number of the required reinforcing steel bars is large, however, the reinforcing steel bars are used as an independent part, the cross section of the reinforcing steel bars is of a circular structure, the reinforcing steel bars are easy to displace in the transportation process and the installation process, and potential safety hazards are easy to cause.
Disclosure of Invention
The utility model provides a rock foundation reinforcing structure, which solves the problem of foundation sinking in the related art.
The technical scheme of the utility model is as follows:
the utility model provides a ground foundation reinforced structure, includes filler and a plurality of strengthening mechanism, is adjacent be equipped with strengthening mechanism in the filler interconnect, strengthening mechanism includes frame and a plurality of reinforcing bar, each reinforcing bar parallel arrangement and arrange in proper order and be rectangular structure, each reinforcing bar all is located the frame inside, and with frame fixed connection, reinforcing bar department is equipped with a plurality of support piece, support piece is located rectangular structure bottom both ends, and support piece and reinforcing bar slip connection.
Further, the frame comprises a plurality of rectangular frames, the rectangular frames are arranged along the linear direction, adjacent rectangular frames are connected with each other and integrally formed, and diagonal support rods are arranged between the adjacent rectangular frames.
Furthermore, a plurality of positioning blocks are arranged at two ends of the upper surface of the frame, and positioning grooves for embedding the positioning blocks are formed in the lower surface of the frame.
Furthermore, the positioning blocks and the positioning grooves are provided with connecting holes, and the connecting holes on the positioning grooves penetrate through one side face of the frame.
Further, the support piece comprises a support plate and a support column, one end of the support column is fixedly connected with the support plate, and the other end of the support column is provided with a taper structure.
Further, the cross section of support piece is "T" style of calligraphy structure, the width of backup pad is greater than adjacent reinforcing bar's clearance, the width of support post is less than adjacent reinforcing bar's clearance.
Further, each rectangular frame is located between two ends of the steel bar.
Further, each of the reinforcing bars is welded to the frame.
The working principle and the beneficial effects of the utility model are as follows:
1. after the support is filled with the filler, the support is also positioned in the filler, the filler is solidified and molded, then the support is wrapped, when the filler sinks, namely, the ground foundation sinks, the support is supported to sink together, but a contact surface exists below the support for the support to stand upright, so that the support cannot sink, and the support plays a supporting role on the filler through the reaction force.
2. According to the utility model, the support piece is connected with the steel bar in a sliding way, namely, constructors can adjust the position of the support piece according to actual demands, so that the optimal solution with the best reinforcing effect but the minimum number of required support pieces is achieved.
3. The utility model increases the tensile strength of the foundation by the steel bars, changes the direction to alleviate the sinking phenomenon of the foundation, and the frame enables the steel bars to be connected and fixed with each other, so that the steel bars are prevented from being displaced when the filler is not filled, and the utility model is convenient to install by matching with the supporting piece to strengthen the reinforcing effect.
Drawings
The utility model will be described in further detail with reference to the drawings and the detailed description.
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a side view of the present utility model;
FIG. 3 is a schematic structural view of a reinforcement mechanism according to the present utility model;
FIG. 4 is a side view of the reinforcement mechanism of the present utility model;
FIG. 5 is a schematic view of the structure of the support member of the present utility model;
fig. 6 is a schematic diagram of the cooperation of the support and the filler in the present utility model.
Reference numerals:
1. a frame; 11. a rectangular frame; 12. a diagonal support bar; 13. a positioning block; 14. a positioning groove; 15. a connection hole; 2. reinforcing steel bars; 3. a support; 31. a support plate; 32. a support column; 4. and (5) filling.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 and fig. 2, a rock-soil foundation reinforcing structure, including filler 4 (can be concrete or other filling materials, this embodiment is not repeated) and a plurality of strengthening mechanism, adjacent strengthening structure interconnect is equipped with strengthening mechanism in the filler 4, strengthening mechanism includes frame 1 and a plurality of reinforcing bars 2, increase the tensile strength of foundation through reinforcing bar 2, each reinforcing bar 2 is linear structure, and parallel arrangement, then arrange in proper order, axial range track is rectangular structure, rectangular structure easy to assemble, and the area of action is great, each reinforcing bar 2 all is located frame 1 inside, and with frame 1 fixed connection, avoid this embodiment when not filling filler 4, reinforcing bar 2 takes place the displacement, reinforcing bar 2 department is equipped with a plurality of support pieces 3, support piece 3 is located rectangular structure bottom both ends, the preferred scheme that support piece 3 distributes in this embodiment is: the number of the supporting pieces 3 is four, and the supporting pieces 3 are respectively positioned at four right angles of the rectangular structure, so that the effect of balanced supporting is achieved. And the support 3 is connected with the steel bar 2 in a sliding way, namely, constructors can adjust the position of the support in the embodiment according to actual demands, so as to achieve the optimal solution with the best reinforcing effect but the least number of the required supports.
As shown in fig. 3, in this embodiment, the frame 1 includes a plurality of rectangular frames 11, the rectangular frames 11 are arranged along a linear direction, adjacent rectangular frames 11 are connected with each other and integrally formed, diagonal support rods 12 are respectively disposed between the adjacent rectangular frames 11, and two ends of each diagonal support rod 12 are respectively connected with diagonal corners of each rectangular frame, so that triangular structures are formed in the rectangular frames 11, and the triangular structures are very stable structures, have higher bearing capacity and strength, and can effectively resist various external forces and loads, i.e. the stability of this embodiment can be further enhanced through the structures.
Meanwhile, the present embodiment relates to the field of foundation, and the foundation range is large or small according to the actual situation, and the requirement of reinforcing the large-area foundation can be met due to the wide requirement of splicing a plurality of devices of the foundation area. Therefore, a plurality of positioning blocks 13 are arranged at two ends of the upper surface of the frame 1, positioning grooves 14 for embedding the positioning blocks 13 are formed in the lower surface of the frame 1, so that a plurality of frames 1 can be rapidly positioned when being spliced, the positioning blocks 13 are arranged along the linear direction, the positioning blocks 13 play a limiting role to a certain extent, after the positioning blocks 13 are embedded into the positioning grooves 14 in a one-to-one correspondence manner, the displacement between the adjacent frames 1 can be limited, and the safety accidents caused by falling of the frames 1 are prevented.
As shown in fig. 4, the positioning block 13 and the positioning groove 14 in the present embodiment are both provided with a connecting hole 15, and the connecting hole 15 of the positioning groove 14 penetrates through one side surface of the frame 1, that is, the positioning groove 14 is communicated with the side surface of the frame 1, so that a bolt can conveniently penetrate through the frame 1 and fixedly connect the adjacent frames 1.
As shown in fig. 5 and 6, the supporting member 3 in this embodiment includes a supporting plate 31 and a supporting column 32, after the filling member 4 is filled in this embodiment, the supporting member 3 is also located in the filling member, after the filling member 4 is solidified and formed, due to the existence of the supporting member 3, an inner cavity is formed in the filling member 4, and the inner cavity and the supporting member 3 are mutually attached. When the filler 4 sinks, because the supporting piece 3 and the matching relation of the inner cavity, the filler can be supported by the supporting plate 31, one end of the supporting column 32 is fixedly connected with the supporting plate 31, the other end of the supporting column 32 is provided with a taper structure, namely, the tail end of the supporting column 32 is sharp, the tail end of the supporting column 32 is of a taper structure, the supporting column 32 is positioned below the supporting plate 31, the filler 4 at the taper structure is solidified and serves as a supporting surface, the taper structure is embedded therein to perform standing function, and the filler 4 is embedded in the taper structure, so that the filler can continue sinking only after the filler is embedded in the very big inner space. Meanwhile, the conical structure is used as a special triangular structure, has excellent bearing capacity and strength, and provides guarantee for the stability of the embodiment.
Moreover, the cross section of the support member 3 is of a T-shaped structure, the width of the support plate 31 is larger than the gap between the adjacent steel bars 2, namely, two ends of the support plate 31 can contact the steel bars 2, when the filler 4 is not filled, the adjacent steel bars 2 are the support surfaces of the support member, the width of the support column 32 is smaller than the gap between the adjacent steel bars 2, the support column 32 can be ensured to drop from the adjacent steel bars 2, and meanwhile, due to the existence of the attractive force of the terrain, the dropping direction of the support column 32 is vertical to the horizontal plane.
The rectangular frame 11 is located between two ends of the steel bar 2, namely, the opening direction of the rectangular frame 11 is consistent with the end face direction of the steel bar 2, the inner wall of the rectangular frame 11 is perpendicular to the axis of the steel bar 2, and the rectangular frame 11 and the steel bar 2 forming the rectangular structure are mutually limited to limit the deformability of the rectangular structure, so that the stability of the embodiment is ensured.
Each steel bar 2 is welded with the frame 1, the conventional fixed connection mode is difficult to realize between the frame 1 and the steel bars 2, in the existing fixed connection technology, the welding operation is simpler and is easy to realize in the embodiment, and meanwhile, the welding has the advantages of saving metal materials, reducing the structural weight and having good economic benefit; the welding process is easy to realize mechanization and automation; the structure intensity is high, and the joint tightness is good. After the steel bars 2 are welded with the frame 1, the field reinstallation is avoided, and the construction efficiency is improved; meanwhile, the steel bars 2 are prevented from scattering in the transportation process, so that transportation safety accidents are caused.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (8)
1. The utility model provides a ground reinforced structure, includes filler (4) and a plurality of strengthening mechanism, is adjacent strengthening structure interconnect, be equipped with strengthening mechanism in filler (4), its characterized in that, strengthening mechanism includes frame (1) and a plurality of reinforcing bar (2), each reinforcing bar (2) parallel arrangement to arrange in proper order and be rectangular structure, the range orbit is rectangular structure, each reinforcing bar (2) all are located frame (1) inside, and all with frame (1) fixed connection, reinforcing bar (2) department is equipped with a plurality of support piece (3), support piece (3) are located rectangular structure bottom both ends, and support piece (3) are connected with reinforcing bar (2) sliding.
2. A geotechnical foundation reinforcing structure according to claim 1, wherein the frame (1) comprises a plurality of rectangular frames (11), the rectangular frames (11) are arranged along a linear direction, adjacent rectangular frames (11) are connected with each other and integrally formed, and diagonal support bars (12) are arranged between the adjacent rectangular frames (11).
3. The rock-soil foundation reinforcing structure according to claim 2, wherein a plurality of positioning blocks (13) are arranged at two ends of the upper surface of the frame (1), and positioning grooves (14) for embedding the positioning blocks (13) are formed in the lower surface of the frame (1).
4. A geotechnical foundation reinforcing structure according to claim 3, wherein the positioning blocks (13) and the positioning grooves (14) are respectively provided with a connecting hole (15), and the connecting holes (15) on the positioning grooves (14) penetrate through one side surface of the frame (1).
5. A geotechnical foundation reinforcing structure according to claim 1, wherein the supporting member (3) comprises a supporting plate (31) and a supporting column (32), one end of the supporting column (32) is fixedly connected with the supporting plate (31), and the other end of the supporting column (32) is provided with a taper structure.
6. A geotechnical foundation reinforcing structure according to claim 5, wherein the cross section of the support member (3) is of a T-shaped structure, the width of the support plate (31) is larger than the gap between adjacent reinforcing bars (2), and the width of the support column (32) is smaller than the gap between adjacent reinforcing bars (2).
7. A geotechnical foundation reinforcing structure according to claim 2, wherein each rectangular frame (11) is located between two ends of the reinforcing bar (2).
8. A geotechnical foundation reinforcing structure according to claim 1, wherein each of the reinforcing bars (2) is welded to the frame (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321760664.9U CN220266515U (en) | 2023-07-06 | 2023-07-06 | Rock foundation reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321760664.9U CN220266515U (en) | 2023-07-06 | 2023-07-06 | Rock foundation reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220266515U true CN220266515U (en) | 2023-12-29 |
Family
ID=89311652
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321760664.9U Active CN220266515U (en) | 2023-07-06 | 2023-07-06 | Rock foundation reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220266515U (en) |
-
2023
- 2023-07-06 CN CN202321760664.9U patent/CN220266515U/en active Active
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