CN205530280U - Novel prefabricated two walls unification foundation ditch enclosure system - Google Patents
Novel prefabricated two walls unification foundation ditch enclosure system Download PDFInfo
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- CN205530280U CN205530280U CN201620101393.XU CN201620101393U CN205530280U CN 205530280 U CN205530280 U CN 205530280U CN 201620101393 U CN201620101393 U CN 201620101393U CN 205530280 U CN205530280 U CN 205530280U
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- prefabricated
- foundation pit
- building
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 238000007569 slipcasting Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 16
- 238000005119 centrifugation Methods 0.000 abstract 3
- 230000007613 environmental effect Effects 0.000 description 5
- 230000003068 static effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 230000000994 depressogenic effect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Abstract
The utility model relates to a novel prefabricated two walls unification foundation ditch enclosure system, this novel prefabricated two walls unification foundation ditch enclosure system comprises envelope and support system. Envelope is become by novel stagnant water centrifugation pile cluster, novel stagnant water centrifugation stake adoption guide slot docks mutually, the pile bolck sets up the concrete and bears down on one the mode of roof beam and connect, support system adopts the compartment to pour the building roof, support system plugs into ware and novel stagnant water centrifugation stake through pre -buried reinforcing bar and is connected. Compare with current piping lane class foundation ditch enclosure, the utility model has the advantages of construction cycle is short, pollution -free, low noise, envelope stability is strong, engineering cost is low, little to the surrounding environment influence.
Description
Technical field
This utility model relates to a kind of novel prefabricated two wall unification foundation pit systems, mainly applies
In the ground foundation pit enclosure of piping lane class civic building and prevent the fields such as cubic metre of earth displacement.
Background technology
Modern city land resource is the deficientest, and civilian infrastructure construction is provided by soil
The strictest restrictions such as source, urban planning, urban look and environmental conservation, various
Cable, pipeline are comprehensively placed extremely urgent.Underground municipal administration synthesis pipe gallery, has another name called common trench, i.e.
Specialize in various government utility in underground setting and put the raceway groove of cable, pipeline.Underground pipe gallery
It is the most more advanced infrastructure pipe net arrangement form, is urban construction and city
The trend of development and trend, be the effective means making full use of the underground space.At present, city is combined
Close the construction of piping lane foundation pit enclosure also exist less economical, efficiency of construction is low, environmental effect is big etc. lacks
Point.For disadvantages mentioned above, this utility model relates to that a kind of economy is good, efficiency of construction is high,
Novel prefabricated two wall unification foundation pit system and the contrary sequence methods thereof that environmental effect is little, this goes along with sb. to guard him knot
Structure is unified with building structure exterior wall two wall, and support system is unified with top board, and economy is good；Enclose
Protection structure is prefabricated, and efficiency of construction is high；Novel water-stop centrifugal pile soil compaction is little, and environmental effect is little.
Utility model content
It is big that the purpose of this utility model is just to provide a kind of bearing capacity, good water insulation effect, construction
Convenient, efficiency is high, and building enclosure is unified with external wall two wall, support system and building top
Unification, foundation pit system that cost is low and construction method thereof.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of novel prefabricated two wall unification foundation pit systems, these novel prefabricated two wall unification foundation ditches
Retaining design is made up of building enclosure and support system, and described building enclosure is centrifuged by Novel water-stop
Stake composition, guide groove docks the employing of described Novel water-stop centrifugal pile mutually, stake top arranges concrete and bears down on one
The mode of beam connects, and described support system uses compartment to pour building top, described support system
It is connected with Novel water-stop centrifugal pile by pre-buried reinforcing bar connector.
Described Novel water-stop centrifugal pile is prefabricated pile.
Described Novel water-stop centrifugal pile guide groove uses slip casting to ensure retaining design sealing.
Described building enclosure doubles as external wall, building top doubles as support system, the most novel
Sealing centrifugal pile doubles as external wall, building top doubles as support system.
Described Novel water-stop centrifugal pile connects at building base plate and building top position embedded bar
Refute device.
Compared with existing piping lane class foundation pit system and construction method, this utility model has as follows
Advantage:
1, going along with sb. to guard him and the unification of building structure two wall, support system is unified with top board, building enclosure
With building structure perfect adaptation, good in economic efficiency.
2, Novel water-stop centrifugal pile is prefabricated pile, and efficiency of construction is high, it is not necessary to unnecessary curing time
Construction period is short；Novel water-stop centrifugal pile soil compaction is little, and environmental effect is little.
Accompanying drawing explanation
Fig. 1 is foundation pit enclosure schematic diagram
1 Novel water-stop centrifugal pile 2 building top 3 inwall 4 builds base plate 5 reinforcing bar connector
6 concrete capping beams
Fig. 2 is the form that building enclosure connects
6 concrete capping beam 7 guide grooves
Fig. 3 is skirt piles machine
8 skirt piles machine 9 static press devices
Detailed description of the invention
With specific embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.This enforcement
Example is implemented premised on technical solutions of the utility model, give detailed embodiment and
Concrete operating process, but protection domain of the present utility model is not limited to following embodiment.
Embodiment
As it is shown in figure 1, a kind of novel prefabricated two wall unification foundation pit system and contrary sequence methods thereof,
This novel foundation pit system is combined support system by building enclosure and forms.Described building enclosure by
Novel water-stop centrifugal pile 1 forms, and this Novel water-stop centrifugal pile 1 uses the docking of guide groove 7 phase, stake
Top arranges the mode of concrete capping beam 6 and connects, as shown in Figure 2；Described support system uses
Compartment pours building top 2 to ensure the stability of foundation ditch；Described building top 2 is by pre-buried
Part reinforcing bar connector 5 is connected with Novel water-stop centrifugal pile 1.
The novel prefabricated two walls unification foundation pit systems of one involved by this utility model and
Contrary sequence method, uses skirt piles machine 8 to construct, and it concretely comprises the following steps:
1) smooth construction site, releases full pattern according to construction drawing；
2), after Novel water-stop centrifugal pile 1 site acceptance, stack to the position being easy to construction；
3) remote pilot skirt piles machine 8 moves to construction lofting position, starts Power Component, limit
Stake machine arm by step 2) in Novel water-stop centrifugal pile 1 winch to skirt piles machine static press device 9；
4) remote pilot starts skirt piles machine static press device 9, is depressed into by Novel water-stop centrifugal pile 1
Designed elevation；
5) remote pilot skirt piles machine 8 shifts, and rotates skirt piles machine arm, by step 2) in new
Type sealing centrifugal pile 1 winches to skirt piles machine static press device 9, by this guide groove 7 and pile body of constructing
Guide groove 7 phase is docked, and remote pilot starts skirt piles machine static press device 9, and this stake is depressed into design mark
High；
6) step 5 is repeated until completing whole foundation pit enclosure structure Novel water-stop centrifugal pile 1 and executing
Work；
7) carry out Novel water-stop centrifugal pile 1 top concrete capping beam 6 to construct；
8), after concrete capping beam 6 reaches desired strength, excavation of foundation pit is plugged into embedded bar
Device 5 is completely exposed, and compartment carries out building top 2 and constructs, and compartment length calculates really according to design
Fixed；
9) after building top 2 intensity meets requirement, it is excavated to cheat end embedded bar connector
5 are completely exposed；
10) carry out building base plate 4 reinforcing bar binding and concrete pouring construction；
11) upwards carry out building top 2 at inwall 3 and residue compartment to construct；
12), after all having constructed, it is backfilled to terrace absolute altitude.
Claims (5)
1. novel prefabricated two wall unification foundation pit systems, these novel prefabricated two wall unifications
Foundation pit system is made up of building enclosure and support system, and described building enclosure is by Novel water-stop
Centrifugal pile forms, and guide groove docks the employing of described Novel water-stop centrifugal pile mutually, stake top arranges concrete
The mode of capping beam connects, and described support system uses compartment to pour building top, described support
System is connected with Novel water-stop centrifugal pile by pre-buried reinforcing bar connector.
The novel prefabricated two wall unification foundation pit systems of one the most according to claim 1,
It is characterized in that, described Novel water-stop centrifugal pile is prefabricated pile.
The novel prefabricated two wall unification foundation pit systems of one the most according to claim 1,
It is characterized in that, described Novel water-stop centrifugal pile guide groove uses slip casting to ensure fender body tying
Water.
The novel prefabricated two wall unification foundation pit systems of one the most according to claim 1,
It is characterized in that, described building enclosure doubles as external wall, building top doubles as support system,
I.e. Novel water-stop centrifugal pile doubles as external wall, building top doubles as support system.
The novel prefabricated two wall unification foundation pit systems of one the most according to claim 1,
It is characterized in that, described Novel water-stop centrifugal pile is pre-buried at building base plate and building top position
Reinforcing bar connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620101393.XU CN205530280U (en) | 2016-02-01 | 2016-02-01 | Novel prefabricated two walls unification foundation ditch enclosure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620101393.XU CN205530280U (en) | 2016-02-01 | 2016-02-01 | Novel prefabricated two walls unification foundation ditch enclosure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530280U true CN205530280U (en) | 2016-08-31 |
Family
ID=56775057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620101393.XU Active CN205530280U (en) | 2016-02-01 | 2016-02-01 | Novel prefabricated two walls unification foundation ditch enclosure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530280U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106368211A (en) * | 2016-09-20 | 2017-02-01 | 俞晓东 | Rectangular concrete piles used for constructing side wall of pipe gallery |
| CN106480875A (en) * | 2016-09-21 | 2017-03-08 | 俞晓东 | For building the rectangular concrete pile of piping lane side wall |
| CN106836287A (en) * | 2017-03-28 | 2017-06-13 | 新疆维泰开发建设（集团）股份有限公司 | A kind of construction method of pipe gallery |
| CN107023015A (en) * | 2016-02-01 | 2017-08-08 | 上海城地建设股份有限公司 | A kind of new prefabricated two walls unification foundation pit system and its contrary sequence method |
| CN108797637A (en) * | 2017-04-26 | 2018-11-13 | 杭州南联土木工程科技有限公司 | Prefabricated board combined cast-in-situ concrete considers the underground pipe gallery construction method of structure and ground |
-
2016
- 2016-02-01 CN CN201620101393.XU patent/CN205530280U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107023015A (en) * | 2016-02-01 | 2017-08-08 | 上海城地建设股份有限公司 | A kind of new prefabricated two walls unification foundation pit system and its contrary sequence method |
| CN106368211A (en) * | 2016-09-20 | 2017-02-01 | 俞晓东 | Rectangular concrete piles used for constructing side wall of pipe gallery |
| CN106368211B (en) * | 2016-09-20 | 2018-10-23 | 俞晓东 | Rectangular concrete pile for building piping lane side wall |
| CN106480875A (en) * | 2016-09-21 | 2017-03-08 | 俞晓东 | For building the rectangular concrete pile of piping lane side wall |
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106284412B (en) * | 2016-09-29 | 2017-05-31 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106836287A (en) * | 2017-03-28 | 2017-06-13 | 新疆维泰开发建设（集团）股份有限公司 | A kind of construction method of pipe gallery |
| CN106836287B (en) * | 2017-03-28 | 2019-03-22 | 新疆维泰开发建设（集团）股份有限公司 | A kind of construction method of pipe gallery |
| CN108797637A (en) * | 2017-04-26 | 2018-11-13 | 杭州南联土木工程科技有限公司 | Prefabricated board combined cast-in-situ concrete considers the underground pipe gallery construction method of structure and ground |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee after: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee after: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Address before: 201806, B, Lane 518, Lane 1, Heng Yong Road, Shanghai, Jiading District 502-1 Co-patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. Patentee before: SHANGHAI CHENGDI CONSTRUCTION Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231220 Address after: Room J815, 3rd Floor, No. 5358 Huyi Road, Jiading District, Shanghai, June 2018 Patentee after: Zhongji Engineering (Shanghai) Geotechnical Co.,Ltd. Address before: 502-1, area B, No.1, Lane 518, Hengyong Road, Jiading District, Shanghai, 201806 Patentee before: Shanghai chengdixiangjiang Data Technology Co.,Ltd. Patentee before: SHANGHAI CHENGDI ROCK-SOIL DESIGN Co.,Ltd. |
|
| TR01 | Transfer of patent right |