CN203462487U - Assembled prefabricated well - Google Patents
Assembled prefabricated well Download PDFInfo
- Publication number
- CN203462487U CN203462487U CN201320408294.2U CN201320408294U CN203462487U CN 203462487 U CN203462487 U CN 203462487U CN 201320408294 U CN201320408294 U CN 201320408294U CN 203462487 U CN203462487 U CN 203462487U
- Authority
- CN
- China
- Prior art keywords
- well
- installation portion
- wall assembly
- convex
- borehole wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009434 installation Methods 0.000 claims abstract description 43
- 239000004567 concrete Substances 0.000 claims abstract description 6
- 239000011159 matrix material Substances 0.000 claims description 16
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 14
- 238000004891 communication Methods 0.000 abstract description 11
- 230000000712 assembly Effects 0.000 abstract 2
- 238000000429 assembly Methods 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model provides an assembled prefabricated well. The prefabricated well comprises well wall assemblies and a well bottom. The upper and lower sides of each well wall assembly are provided with a concave installation part and a convex installation part, respectively. Bolt holes are uniformly distributed in the concave installation parts and the convex installation parts. The thickness and depth of each concave installation part are larger than those of each convex installation part. After the convex installation parts are plugged in the concave installation parts, fixation reinforcement grooves, into which concrete can be injected, are formed. The convex installation part of one well wall assembly is plugged in the concave installation part of the adjacent well wall assembly, thereby forming the well wall. The well wall is mounted on the well bottom. Each of the well wall assemblies is provided with at least one threading window. The assembled prefabricated well is simple and reasonable in structure, short in construction period, and simple and convenient to install. The assembled prefabricated well can be applied to construction of communication well of different specifications conveniently.
Description
Technical field
The utility model relates to communications field communication well, relates in particular to a kind of pin-connected panel prefabricated well.
Background technology
In recent years, along with the development of urban construction, pipe-line construction is more and more important, and communication pipe construction is the pith of municipal infrastructure.In the work progress of communication pipe, need to be on the road surface along layout path interval construct communication well should be in laying cable.The technique that existing communication well generally adopts scene to build by laying bricks or stones.This construction technology has following defect: the one, take that constructor is many, the engineering time is long; The 2nd, brickwork construction intensity is poor, at the bottom of bearing capacity, fragile; The 3rd, on-the-spot building construction is subject to Climatic Effects, and sleety weather cannot be constructed and may be caused construction delay.
The purpose of this utility model is exactly to adopt the assembled mode of prefabricated component to build communication well, because the member of communication well is carried out in advance, therefore in construction, directly install, can less construction period, but also can, according to the differing heights assembling of communication well, use convenient.
Utility model content
The purpose of this utility model is to provide a kind of pin-connected panel prefabricated well.
The purpose of this utility model is achieved through the following technical solutions:
The utility model provides a kind of pin-connected panel prefabricated well, , described prefabricated well comprises borehole wall assembly, shaft bottom, the both sides up and down of described borehole wall assembly have respectively matrix installation portion and convex installation portion, described matrix installation portion and convex installation portion are uniformly distributed bolt hole, the thickness of described matrix installation portion and the degree of depth are greater than described convex installation portion, after described matrix installation portion and the grafting of described convex installation portion, formation can be injected concrete fixedly strengthening groove, the convex installation portion of described borehole wall assembly is plugged in the matrix installation portion formation borehole wall that faces mutually borehole wall assembly, be installed on described shaft bottom, described borehole wall assembly is provided with at least one threading window.
The technical scheme being provided by above-mentioned the utility model can find out, the utility model is simple and reasonable, installs simple and conveniently, and the construction period is short, is easy to use the communication well construction in different size.
Accompanying drawing explanation
Fig. 1 is the utility model generalized section.
The specific embodiment
Below in conjunction with accompanying drawing, 1 couple of the utility model embodiment is described in detail.
The utility model provides a kind of pin-connected panel prefabricated well, and prefabricated well comprises borehole wall assembly 2, shaft bottom 1, and the both sides up and down of borehole wall assembly 2 have respectively matrix installation portion 21 and convex installation portion 21.
Borehole wall assembly 2 is reinforced concrete precast member, becomes drum-shaped, and matrix installation portion 21 and the convex installation portion 22 of drum-shaped borehole wall assembly 2 are evenly provided with bolt hole.The matrix installation portion 21 of each borehole wall assembly 2 and the convex installation portion of adjacent borehole wall assembly 2 22 are pegged graft, the thickness of matrix installation portion 21 and the degree of depth are greater than convex installation portion 22, matrix installation portion 21 peg graft with convex installation portion 22 after formation can concrete perfusion fixedly strengthening groove 4, bolt hole on the corresponding convex installation portion 22 of bolt hole difference on matrix installation portion 21, after completing, grafting is fixedly connected with bolt 3, to fixedly injecting concrete in strengthening groove 4, each borehole wall assembly 2 is firmly linked together.
Shaft bottom 1 is reinforced concrete structure, and shaft bottom 1 is provided with the groove of the convex installation portion 22 of can pegging graft, and whole borehole wall assembly 2 is fixedly mounted on shaft bottom 1, at intersection, with concrete, fixes.
Above-mentioned borehole wall assembly 2 is with shaft bottom 1 in conjunction with the complete well body of rear composition, and prefabricated well global shape is drum-shaped.
On borehole wall assembly 2, can offer in advance for laying the window of cable, also can in construction, dig according to actual needs window.
In Fig. 1, prefabricated well is 3-tier architecture, in actual applications, can follow the actual size according to inspection-pit that any sandwich construction need to be set.
The above; it is only the preferably specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claim.
Claims (1)
1. a pin-connected panel prefabricated well, described prefabricated well comprises borehole wall assembly, shaft bottom, it is characterized in that, the both sides up and down of described borehole wall assembly have respectively matrix installation portion and convex installation portion, described matrix installation portion and convex installation portion are uniformly distributed bolt hole, the thickness of described matrix installation portion and the degree of depth are greater than described convex installation portion, after described matrix installation portion and the grafting of described convex installation portion, formation can be injected concrete fixedly strengthening groove, the convex installation portion of described borehole wall assembly is plugged in the matrix installation portion formation borehole wall that faces mutually borehole wall assembly, be installed on described shaft bottom, described borehole wall assembly is provided with at least one threading window.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320408294.2U CN203462487U (en) | 2013-07-10 | 2013-07-10 | Assembled prefabricated well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320408294.2U CN203462487U (en) | 2013-07-10 | 2013-07-10 | Assembled prefabricated well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203462487U true CN203462487U (en) | 2014-03-05 |
Family
ID=50174860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320408294.2U Expired - Fee Related CN203462487U (en) | 2013-07-10 | 2013-07-10 | Assembled prefabricated well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203462487U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712050A (en) * | 2015-03-12 | 2015-06-17 | 北京市政路桥管理养护集团有限公司 | Road rainwater grating well loop and method for constructing pavement structure layer comprising well loop |
| CN105369828A (en) * | 2015-10-30 | 2016-03-02 | 国网浙江省电力公司台州供电公司 | Prefabricated assembly type cable working well |
| CN105862990A (en) * | 2016-03-24 | 2016-08-17 | 上海市机械施工集团有限公司 | Prefabricated assembly well wall structure and construction method thereof |
| CN106759793A (en) * | 2016-12-30 | 2017-05-31 | 武汉兴天宇环境股份有限公司 | A kind of adjustable road surface sewage inspection well new device |
| CN107700510A (en) * | 2017-09-29 | 2018-02-16 | 山西鑫联智慧科技股份有限公司 | A kind of pre-assembled formula open caisson |
| CN108487320A (en) * | 2018-04-28 | 2018-09-04 | 国网江苏省电力有限公司常州供电分公司 | Modularization short-term training cable shaft |
| CN108867757A (en) * | 2018-07-16 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | A kind of prefabricated armored concrete water intaking header structure and its construction method |
-
2013
- 2013-07-10 CN CN201320408294.2U patent/CN203462487U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712050A (en) * | 2015-03-12 | 2015-06-17 | 北京市政路桥管理养护集团有限公司 | Road rainwater grating well loop and method for constructing pavement structure layer comprising well loop |
| CN105369828A (en) * | 2015-10-30 | 2016-03-02 | 国网浙江省电力公司台州供电公司 | Prefabricated assembly type cable working well |
| CN105862990A (en) * | 2016-03-24 | 2016-08-17 | 上海市机械施工集团有限公司 | Prefabricated assembly well wall structure and construction method thereof |
| CN105862990B (en) * | 2016-03-24 | 2019-05-24 | 上海市机械施工集团有限公司 | A kind of prefabrication and assembly construction shaft wall structure and its construction method |
| CN106759793A (en) * | 2016-12-30 | 2017-05-31 | 武汉兴天宇环境股份有限公司 | A kind of adjustable road surface sewage inspection well new device |
| CN107700510A (en) * | 2017-09-29 | 2018-02-16 | 山西鑫联智慧科技股份有限公司 | A kind of pre-assembled formula open caisson |
| CN108487320A (en) * | 2018-04-28 | 2018-09-04 | 国网江苏省电力有限公司常州供电分公司 | Modularization short-term training cable shaft |
| CN108867757A (en) * | 2018-07-16 | 2018-11-23 | 中交第三航务工程勘察设计院有限公司 | A kind of prefabricated armored concrete water intaking header structure and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203462487U (en) | Assembled prefabricated well | |
| CN203394170U (en) | Prefabricated enclosing wall | |
| CN104060717A (en) | Disassembling and assembling method for assembly shearing wall structure wall board | |
| JP2018145781A (en) | A kind of beam-column node structure and built-up house | |
| CN106121086A (en) | A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice | |
| CN106869567A (en) | A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System | |
| CN105756087A (en) | Assembling-type anchoring structure for adjacent plates of prefabricated comprehensive pipe rack | |
| CN112922191A (en) | Assembled wood-bamboo frame-grid wall structure system suitable for village and town houses | |
| CN105019597A (en) | Lightweight partition board with net rack and fiber-reinforced hollows and splicing method thereof | |
| CN204589815U (en) | Prefabricated assembled FRP-steel-concrete combined bridge deck | |
| CN105421339A (en) | Novel combined concrete protection wall for manual rectangular anti-slide digging pile and installation method of novel combined concrete protection wall | |
| CN102635246A (en) | Bearing wall reinforcing body and method for reinforcing bearing wall by using same | |
| CN202000687U (en) | Existing earth building earth wall body reinforcing device through wooden columns and wooden beams | |
| CN203213344U (en) | Assembled integral type reinforced concrete shear wall structure with high industrialization rate | |
| CN102797362B (en) | Adopt the method in assembled wall board rapid reinforcement masonry structure classroom | |
| CN107938934B (en) | Composite reinforced wood skeleton wallboard and on-site rapid assembly method | |
| CN205188936U (en) | Novel manual work of combination formula is dug hole rectangle friction pile and is protected concrete wall | |
| CN202578022U (en) | Bearing wall reinforcing body | |
| CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall | |
| CN105672496A (en) | CLT (Cross Laminated Timber) wall-board connecting structure and connecting method thereof | |
| CN105369814A (en) | Prefabricated assembled type prestressed concrete support and erecting method thereof | |
| CN205617223U (en) | Basalt continuous fibers bridge | |
| CN208363713U (en) | A kind of field quick-assembling room | |
| CN204385909U (en) | A kind of assembly concrete framework composition node with Self-resetting function | |
| CN203499099U (en) | Wallboard for prefabricated overlapped shear wall and shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140305 |
|
| CU01 | Correction of utility model | ||
| CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: On July 28, 2023, the expiration and termination of the 39-volume 3002 patent Number: 30-02 Volume: 39 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140305 |