CN205604223U - Foundation stabilization is with filling modular structure - Google Patents
Foundation stabilization is with filling modular structure Download PDFInfo
- Publication number
- CN205604223U CN205604223U CN201620348351.6U CN201620348351U CN205604223U CN 205604223 U CN205604223 U CN 205604223U CN 201620348351 U CN201620348351 U CN 201620348351U CN 205604223 U CN205604223 U CN 205604223U
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- China
- Prior art keywords
- module
- support post
- module bodies
- module body
- embedded groove
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- Expired - Fee Related
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- 230000006641 stabilisation Effects 0.000 title claims abstract description 10
- 238000011105 stabilization Methods 0.000 title claims abstract description 10
- 238000009434 installation Methods 0.000 claims abstract description 8
- 238000012856 packing Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 abstract description 13
- 239000003795 chemical substances by application Substances 0.000 abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 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
- 239000002131 composite material Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 238000013461 design 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
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model relates to a foundation stabilization is with filling modular structure, including module body, module body's upper and lower surperficial center -band has the installation counter bore, installs the counter bore from top to bottom and feeds through each other, module body's last surface surround the embedded groove arranged of installation counter bore, guiding gutter and with the water conservancy diversion hole of guiding gutter tip intercommunication is moved about freely and quickly and is connected 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 support post is hollow structure, and its lateral wall has a plurality of jet orifices. 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, injects the curing agent into soil in can following its central through hole, improved greatly the ground with the tenacity.
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 foundation stabilization packing module structure, splicing between adjacent block fastens without vertical, horizontal, it is greatly improved civil engineering efficiency, by combining with firming agent, improves the fastening strength of ground.
In order to solve the problems referred to above, this utility model uses following scheme.
A kind of foundation stabilization packing module structure, including module bodies, the upper and lower surface center of described module bodies is with installing counterbore, counterbore is installed up and down be interconnected, the embedded groove that the upper surface of module bodies is arranged around described installation counterbore, guiding gutter and the pod apertures connected with described guiding gutter end, 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, neighbouring module bodies is connected by support post, the two ends up and down of described support post are all with the mounting head being inserted in described installation counterbore；Described support post is hollow-core construction, and its sidewall is with multiple spray-holes.
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 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, can inject in soil by firming agent in heart through hole from which, substantially increase the fastening strength 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；103, guiding gutter；104, pod apertures.2, embedded block；201, built-in end；3, support post；301, mounting head；302, spray-hole；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 foundation stabilization of the present embodiment packing module structure, including module bodies 1, the upper and lower surface center of module bodies 1 is with installing counterbore 101, counterbore 101 is installed up and down be interconnected, the upper surface of module bodies 1 is around installing the embedded groove 102 that counterbore 101 is arranged, guiding gutter 103 and the pod apertures 104 connected with guiding gutter 103 end, 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, the two ends up and down of support post 3 are all with being inserted in the mounting head 301 installed in counterbore 101；Support post 3 is hollow-core construction, and its sidewall is evenly equipped with spray-hole 302.
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；After upper layer module main body 1 splicing, being injected from the upper end of support post 3 by firming agent, firming agent flows out from the sidewall of support post 3 and solidifies with mixing with soil.
In this utility model, guiding gutter 103 and the setting of pod apertures 104, the beneficially water conservancy diversion of firming agent, improves the derivation efficiency of firming agent, and reinforces the contact strength of module bodies 1 and soil.
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 and 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)
- null1. a foundation stabilization packing module 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)，Counterbore (101) is installed up and down be interconnected，The embedded groove (102) that the upper surface of module bodies (1) is arranged around described installation counterbore (101)、Guiding gutter (103) and the pod apertures (104) connected with described guiding gutter (103) end，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)；Described support post (3) is hollow-core construction, and its sidewall is with multiple spray-holes (302).
- 2. according to the packing module structure of the foundation stabilization 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 packing module structure of the foundation stabilization 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 |
|---|---|---|---|
| CN201620348351.6U CN205604223U (en) | 2016-04-25 | 2016-04-25 | Foundation stabilization is with filling modular structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620348351.6U CN205604223U (en) | 2016-04-25 | 2016-04-25 | Foundation stabilization is with filling modular structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205604223U true CN205604223U (en) | 2016-09-28 |
Family
ID=56970575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620348351.6U Expired - Fee Related CN205604223U (en) | 2016-04-25 | 2016-04-25 | Foundation stabilization is with filling modular structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205604223U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111727291A (en) * | 2017-12-19 | 2020-09-29 | A·艾奇逊 | Foundation system and construction method |
-
2016
- 2016-04-25 CN CN201620348351.6U patent/CN205604223U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111727291A (en) * | 2017-12-19 | 2020-09-29 | A·艾奇逊 | Foundation system and construction method |
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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: 20170410 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 |