CN205604219U - Modularization foundation stabilization structure - Google Patents
Modularization foundation stabilization structure Download PDFInfo
- Publication number
- CN205604219U CN205604219U CN201620348335.7U CN201620348335U CN205604219U CN 205604219 U CN205604219 U CN 205604219U CN 201620348335 U CN201620348335 U CN 201620348335U CN 205604219 U CN205604219 U CN 205604219U
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- Prior art keywords
- module
- module bodies
- support post
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- Expired - Fee Related
Links
- 230000006641 stabilisation Effects 0.000 title abstract description 3
- 238000011105 stabilization Methods 0.000 title abstract description 3
- 238000009434 installation Methods 0.000 claims abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model relates to a modularization foundation stabilization structure, including module body, module body's upper and lower surperficial center -band has installation counter bore, module body's last surface surround the embedded groove is arranged to the installation counter bore, move about freely and quickly and connect to passing through the embedding piece between the adjacent module body, the both ends of embedding piece have the embedding built -in end in the embedded groove, upper and lower adjacent module body pass through the support post to be connected, the upper and lower both ends of support post all have plant in installation head in the installation counter bore. The utility model discloses an embedding piece of overhead splices adjacent module together, has improved the concatenation efficiency of module greatly, module about connecting through the support post, it connects easy operation, guarantees to have reduced the reinforcement cost of module quantity, reduction ground under joint strength's the prerequisite.
Description
Technical field
This utility model relates to civil engineering facility field, particularly to foundation stabilization facility.
Background technology
nullIn actual road foundation construction and civil engineering architectural engineering，The wet soft area of soil layer can be run into，This wet soft soil property is the dilutest soft，Cohesive strength is poor，Easily road foundation or building are caused harm influence，Therefore，When building roadbed or building，Typically require some reinforcement measures of use，Prior art uses sand pile or lime pile to reinforce soil layer，In soil matrix after pore-forming，Hole fills with sand、Stone、The materials such as soil or Calx，Tamping and form the pile body that is relatively large in diameter，So that stake and original soil composition composite foundation，Reach the purpose reinforced，But，This technology，Typically require at the scene according to the interim processing and fabricating of actual environment，Not there is universality and practicality，Work efficiency is the highest，And，The active area of single pile body is little，Use substantial amounts of pile body can cause again the wasting of resources，Therefore，Need one can realize Strengthening Wet weak soil matter and save resource、There is the ruggedized construction of universal applicability.The module ruggedized construction occurred at present, it uses adjacent block to combine by the way of laterally or longitudinally grafting, can carry out changing spelling and adjusting for site environment, but the above-mentioned inserting mode between reinforcing module, needs laterally or longitudinally to tap, it is achieved the fastening between adjacent block, therefore, reinforce module also to need to design further, to improve assembled efficiency, it is ensured that the fastening strength of ground.
Utility model content
The applicant, for the disadvantages mentioned above of prior art, studies and improves, it is provided that a kind of modularity foundation reinforcing structure, and the splicing between adjacent block fastens without vertical, horizontal, is greatly improved civil engineering efficiency, and ensures the fastening strength of ground.
In order to solve the problems referred to above, this utility model following scheme of employing:
A kind of modularity foundation reinforcing structure, including module bodies, the upper and lower surface center of described module bodies is with installing counterbore, the upper surface of module bodies arranges embedded groove around described installation counterbore, connected by embedded block between the most adjacent module bodies, the two ends of described embedded block are with the built-in end embedded in described embedded groove, and neighbouring module bodies is connected by support post, and the two ends up and down of described support post are all with the mounting head being inserted in described installation counterbore.
Further improvement as technique scheme:
Described embedded groove is with hierarchic structure, after described built-in end is placed in described embedded groove, and the upper surface of described embedded block and the upper surface flush of module bodies.
With gap between the most adjacent described module bodies.
Of the present utility model have the technical effect that
Adjacent module is spliced together by this utility model by the embedded block of overhead, substantially increases the splicing efficiency of module；Connecting upper and lower module by support post, its attended operation is simple, it is ensured that decrease module number on the premise of bonding strength, reduces the reinforcement cost of ground.
Accompanying drawing explanation
Fig. 1 is perspective view of the present utility model.
Fig. 2 is sectional perspective structure chart of the present utility model.
Fig. 3 is the splicing schematic diagram of module bodies in this utility model.
Fig. 4 is the three-dimensional structure diagram of module bodies in this utility model.
Fig. 5 is another three-dimensional structure diagram of module bodies in this utility model.
In figure: 1, module bodies；101, counterbore is installed；102, embedded groove；2, embedded block；201, built-in end；3, support post；301, mounting head；4, gap.
Detailed description of the invention
Below in conjunction with the accompanying drawings detailed description of the invention of the present utility model is described further.
As shown in Figures 1 to 5, the modularity foundation reinforcing structure of the present embodiment, including module bodies 1, the upper and lower surface center of module bodies 1 is with installing counterbore 101, the upper surface of module bodies 1 arranges embedded groove 102 around installing counterbore 101, connected by embedded block 2 between the most adjacent module bodies 1, the two ends of embedded block 2 are with the built-in end 201 embedded in embedded groove 102, neighbouring module bodies 1 is connected by support post 3, and the two ends up and down of support post 3 are all with being inserted in the mounting head 301 installed in counterbore 101.
During use, after multiple module bodies 1 are vertically and horizontally put, the two ends of embedded block 2 are embedded in the embedded groove 102 of adjacent block main body 1；The mode being pressed downward against due to embedded block 2 connects adjacent module bodies 1, it is not necessary to tap the vertically and horizontally both sides of module bodies 1, thus is greatly improved the assembled efficiency of module bodies 1.After between lower floor's module bodies 1, assembly completes, the center that support post 3 is inserted in module bodies 1 is installed in counterbore 101, and loose soil is covered in lower module main body 1, the module bodies 1 on upper strata is inserted in the upper end mounting head 301 of support post 3, and embedded block 2 is respectively embedded in the module bodies 1 on upper strata.
As shown in Figure 4, further, being installed and used in whether confirmation embedded block 2 is installed and put in place for convenience, embedded groove 102 is with hierarchic structure, after built-in end 201 is placed in embedded groove 102, and the upper surface flush of the upper surface of embedded block 2 and module bodies 1.
As it is shown on figure 3, further, with gap 4 between the most adjacent module bodies 1.For filling soil or firming agent in gap 4, improve the fastening strength of ground further.
Embodiment provided above is better embodiment of the present utility model, only it is used for convenient explanation this utility model, not this utility model is made any pro forma restriction, any art has usually intellectual, if in the range of without departing from the carried technical characteristic of this utility model, utilize the Equivalent embodiments that the done local of this utility model disclosed technology content is changed or modified, and without departing from technical characteristic content of the present utility model, all still fall within the range of this utility model technical characteristic.
Claims (3)
1. a modularity foundation reinforcing structure, including module bodies (1), it is characterized in that: the upper and lower surface center of described module bodies (1) is with installing counterbore (101), the upper surface of module bodies (1) arranges embedded groove (102) around described installation counterbore (101), connected by embedded block (2) between the most adjacent module bodies (1), the two ends of described embedded block (2) are with the built-in end (201) embedded in described embedded groove (102), neighbouring module bodies (1) is connected by support post (3), the two ends up and down of described support post (3) are all with the mounting head (301) being inserted in described installation counterbore (101).
2. according to the modularity foundation reinforcing structure described in claim 1, it is characterized in that: described embedded groove (102) is with hierarchic structure, after described built-in end (201) is placed in described embedded groove (102), the upper surface of described embedded block (2) and the upper surface flush of module bodies (1).
3. according to the modularity foundation reinforcing structure described in claim 1, it is characterised in that: with gap (4) between the most adjacent described module bodies (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620348335.7U CN205604219U (en) | 2016-04-25 | 2016-04-25 | Modularization foundation stabilization structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620348335.7U CN205604219U (en) | 2016-04-25 | 2016-04-25 | Modularization foundation stabilization structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604219U true CN205604219U (en) | 2016-09-28 |
Family
ID=56970579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620348335.7U Expired - Fee Related CN205604219U (en) | 2016-04-25 | 2016-04-25 | Modularization foundation stabilization structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604219U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826470A (en) * | 2019-03-28 | 2019-05-31 | 杭州友邦演艺设备有限公司 | A kind of modularization fast-assembling stage |
-
2016
- 2016-04-25 CN CN201620348335.7U patent/CN205604219U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826470A (en) * | 2019-03-28 | 2019-05-31 | 杭州友邦演艺设备有限公司 | A kind of modularization fast-assembling stage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170427 Address after: 313200 Industrial Zone, Deqing County, Zhejiang province bell town Patentee after: Zhejiang Sheng Construction Co. Ltd. Address before: 362300 Quanzhou Province, Zhejiang Province, Nanan City, the new town of the village under the white clay No. 35 Patentee before: Wang Yaoyao |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160928 Termination date: 20210425 |