CN205742175U - A kind of steel construction protection wall of bored pile - Google Patents
A kind of steel construction protection wall of bored pile Download PDFInfo
- Publication number
- CN205742175U CN205742175U CN201620543882.0U CN201620543882U CN205742175U CN 205742175 U CN205742175 U CN 205742175U CN 201620543882 U CN201620543882 U CN 201620543882U CN 205742175 U CN205742175 U CN 205742175U
- Authority
- CN
- China
- Prior art keywords
- steel
- wall
- retaining wall
- pile casting
- cylinder
- 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
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
This utility model relates to building field, it is specially a kind of steel construction protection wall of bored pile, including chain connecting bolt, steel circular inner support, stake mouth steel pile casting, wall protection pipe, steel pile casting, retaining wall ring, described steel loop type inner support and wall protection pipe one net like retaining wall cylinder of composition, described steel pile casting is embedded in the mesh of net like retaining wall cylinder, described stake mouth steel pile casting is enclosed within cylinder upper port wall protection pipe, described retaining wall ring set is in the middle of net like retaining wall cylinder, the beneficial effects of the utility model are: disposable input is less, can be recycled for multiple times, material consumption is little, cost is low, environmental protection, shoveling amount is less, simple to operate, construction speed relatively block.
Description
Technical field
This utility model relates to building field, is specially a kind of steel construction protection wall of bored pile.
Background technology
The safety protection technique that artificial digging pile uses at present mainly has " first dig and protect afterwards " cast-in-place and prefabricated reinforced concrete
Cylinder retaining wall, building block retaining wall, steelframe retaining wall and the cast-in-situ steel reinforced concrete frame structure formula retaining wall of " first protect and dig afterwards ", but these technology are equal
The tool of unresolved retaining wall and commercialization problem, and once property puts into relatively big, can not be recycled for multiple times, material consumption
Greatly, cost is high, affects environment, and shoveling amount is more, manual operation inconvenience, the shortcomings such as construction speed is slower.
Utility model content
The purpose of this utility model is to provide a kind of steel construction protection wall of bored pile, to solve to propose in above-mentioned background technology
Problem.
For achieving the above object, this utility model provides following technical scheme one steel construction protection wall of bored pile, including chain
Connecting bolt, steel circular inner support, stake mouth steel pile casting, wall protection pipe, steel pile casting, retaining wall ring, described steel loop type inner support and wall protection pipe
Forming a net like retaining wall cylinder, described steel pile casting is embedded in the mesh of net like retaining wall cylinder, described stake mouth steel pile casting
Being enclosed within cylinder upper port wall protection pipe, described retaining wall ring set is in the middle of net like retaining wall cylinder.
As preferably, described wall protection pipe steel pipe processes, and Main Function is to support earth lateral pressure and security protection,
Using special purpose parts to connect or wire connection, its level interval is determined by calculating.
As preferred described steel loop type inner support with the arc-shaped steel plate splicing of 4 sections of 10mm and fixed by chain connecting bolt and
Becoming, can slide up and down, Main Function is subject to the power that steel pile casting transmits, and its vertical interval is determined by calculating, the outside spot welding of ring
Bar dowel (wall protection pipe locating slot) is with fixing wall protection pipe position, and external diameter is the diameter of stake.
Processing with 3～5mm steel plates as preferred described steel pile casting, Main Function is that protection stake mouth does not caves in, mixed
Solidifying soil is removed after having noted.
As preferably, described retaining wall ring steel-pipe welding forms, Main Function be fixing wall protection pipe in allowed band, its
Internal diameter is the external diameter that a footpath adds wall protection pipe；Fixed connecting rod part length 1 m, fixes on the ground with drill rod.
As preferably, described retaining wall ring is fixed on the ground by pillar ring location bar.
Compared with prior art, the beneficial effects of the utility model are: disposable input is less, can be recycled for multiple times,
Material consumption is little, and cost is low, environmental protection, and shoveling amount is less, simple to operate, construction speed relatively block.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is this utility model top view；
Fig. 3 is the steel bar schematic diagram of composition steel loop type inner support；
In figure: 1, chain connecting bolt；2, steel circular inner support；3, stake mouth steel pile casting；4, wall protection pipe；5, steel pile casting；6, retaining wall
Ring.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment, based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Referring to Fig. 1,2,3, a kind of technical scheme of this utility model offer: a kind of steel construction protection wall of bored pile, including chain
Connecting bolt 1, steel circular inner support 2, stake mouth steel pile casting 3, wall protection pipe 4, steel pile casting 5, retaining wall ring 6, described steel loop type inner support 2 He
Wall protection pipe 4 forms a net like retaining wall cylinder, and described steel pile casting 5 is embedded in the mesh of net like retaining wall cylinder, described stake
Mouth steel pile casting 3 is enclosed within cylinder upper port wall protection pipe, and described retaining wall ring 6 is enclosed within the middle of net like retaining wall cylinder, described wall protection pipe 4
Processing with steel pipe, Main Function is to support earth lateral pressure and security protection, uses special purpose parts to connect or wire connection, its level
Spacing is determined by calculating, described steel loop type inner support 2 with the arc-shaped steel plate splicing of 4 sections of 10mm and by chain connecting bolt 1 fixing and
Becoming, can slide up and down, Main Function is subject to the power that steel pile casting transmits, and its vertical interval is determined by calculating, the outside spot welding of ring
Bar dowel (wall protection pipe locating slot) is with fixing wall protection pipe position, and external diameter is the diameter of stake, and described steel pile casting 5 is with 3～5mm steel plates
Processing, Main Function is that protection stake mouth does not caves in, and concrete is removed after having noted, and described retaining wall ring 6 is with steel-pipe welding
Become, Main Function be fixing wall protection pipe in allowed band, its internal diameter is the external diameter that a footpath adds wall protection pipe；Fixed connecting rod part is long
1 m, fixes on the ground with drill rod, and described retaining wall ring 6 is fixed on the ground by pillar ring location bar.
Operation principle: during this novel earth excavation, wall protection pipe bears completely due to the soil pressure of earth excavation formation, and directly
Connect and be transferred to steel loop type inner support.Under the effect of caisson soil pressure, wall protection pipe and support system and steel pile casting location flute profile
Integral, it is considered to it interacts, visual wall protection pipe is many Span Continuous cylinder strutbeam and steel loop type inner support is axial compression rod member,
Ensure that the caisson soil body will not cave in.
Although this utility model being described in detail with reference to previous embodiment, those skilled in the art is come
Saying, the technical scheme described in foregoing embodiments still can be modified by it, or enters wherein portion of techniques feature
Row equivalent, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, all should
Within being included in protection domain of the present utility model.
Claims (6)
1. a steel construction protection wall of bored pile, it is characterised in that: include chain connecting bolt (1), steel circular inner support (2), stake mouth steel
Casing (3), wall protection pipe (4), steel pile casting (5), retaining wall ring (6), described steel loop type inner support (2) and wall protection pipe (4) form one
Net like retaining wall cylinder, described steel pile casting (5) is embedded in the mesh of net like retaining wall cylinder, and described stake mouth steel pile casting (3) is overlapped
On cylinder upper port wall protection pipe, described retaining wall ring (6) is enclosed within the middle of net like retaining wall cylinder.
A kind of steel construction protection wall of bored pile the most according to claim 1, it is characterised in that: described wall protection pipe (4) uses steel pipe
Process.
A kind of steel construction protection wall of bored pile the most according to claim 1, it is characterised in that: described steel loop type inner support (2)
With the arc-shaped steel plate splicing of 4 sections of 10mm and formed by chain connecting bolt (1) is fixing.
A kind of steel construction protection wall of bored pile the most according to claim 1, it is characterised in that: described steel pile casting (5) with 3～
5mm steel plate processes.
A kind of steel construction protection wall of bored pile the most according to claim 1, it is characterised in that: described retaining wall ring (6) uses steel pipe
It is welded into.
A kind of steel construction protection wall of bored pile the most according to claim 1, it is characterised in that: described retaining wall ring (6) is by protecting
Pipe ring location bar fixes on the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620543882.0U CN205742175U (en) | 2016-06-07 | 2016-06-07 | A kind of steel construction protection wall of bored pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620543882.0U CN205742175U (en) | 2016-06-07 | 2016-06-07 | A kind of steel construction protection wall of bored pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742175U true CN205742175U (en) | 2016-11-30 |
Family
ID=57360799
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620543882.0U Expired - Fee Related CN205742175U (en) | 2016-06-07 | 2016-06-07 | A kind of steel construction protection wall of bored pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742175U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178082A (en) * | 2017-06-27 | 2017-09-19 | 中国建筑第八工程局有限公司 | The positioner and its localization method of steel pile casting in pile foundation construction |
| CN107646223A (en) * | 2017-09-28 | 2018-02-02 | 新疆农业科学院土壤肥料与农业节水研究所(新疆维吾尔自治区新型肥料研究中心) | A kind of original soil modification method and its device suitable for heavy salinized ground |
| CN111119207A (en) * | 2020-01-16 | 2020-05-08 | 成都理工大学 | Artificial hole digging anti-slide pile assembly type steel retaining wall reinforced by strip steel truss |
| CN111485549A (en) * | 2020-04-30 | 2020-08-04 | 广西路建工程集团有限公司 | Rotary drilling and buried drilling treatment method |
| CN113670154A (en) * | 2021-10-08 | 2021-11-19 | 冯壮雄 | Mine blasting damping wall protection device and using method thereof |
| CN113981960A (en) * | 2021-11-24 | 2022-01-28 | 中冶建工集团有限公司 | A supporting construction for preventing bored concrete pile hole that collapses |
-
2016
- 2016-06-07 CN CN201620543882.0U patent/CN205742175U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178082A (en) * | 2017-06-27 | 2017-09-19 | 中国建筑第八工程局有限公司 | The positioner and its localization method of steel pile casting in pile foundation construction |
| CN107646223A (en) * | 2017-09-28 | 2018-02-02 | 新疆农业科学院土壤肥料与农业节水研究所(新疆维吾尔自治区新型肥料研究中心) | A kind of original soil modification method and its device suitable for heavy salinized ground |
| CN111119207A (en) * | 2020-01-16 | 2020-05-08 | 成都理工大学 | Artificial hole digging anti-slide pile assembly type steel retaining wall reinforced by strip steel truss |
| CN111485549A (en) * | 2020-04-30 | 2020-08-04 | 广西路建工程集团有限公司 | Rotary drilling and buried drilling treatment method |
| CN113670154A (en) * | 2021-10-08 | 2021-11-19 | 冯壮雄 | Mine blasting damping wall protection device and using method thereof |
| CN113981960A (en) * | 2021-11-24 | 2022-01-28 | 中冶建工集团有限公司 | A supporting construction for preventing bored concrete pile hole that collapses |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205742175U (en) | A kind of steel construction protection wall of bored pile | |
| CN103215960B (en) | Grouting method for high polymer vertical support system | |
| CN105421470B (en) | Assembled anchor pole arched framework combined type ecological revetment construction method | |
| CN208136927U (en) | A kind of soil cutting side slope supporting construction | |
| CN103114595A (en) | Support method and device of support pile preformed core-soil double-buttress inclined inner-strut foundation ditch | |
| CN109209389A (en) | Hazy tunnel construction method | |
| CN203229955U (en) | Foundation pit enclosure structure allowing supporting while excavating | |
| CN104863183B (en) | Damping pilework and construction method is isolated in large cross-section tunnel proximity architecture construction | |
| CN103485347A (en) | Batter pile used for building foundation pit support and construction method thereof | |
| JP6370645B2 (en) | Slope stabilization method for seismic and rainproof measures of earth structures by using pressure injection type rod-shaped reinforcements | |
| CN109610473A (en) | A kind of construction method of the large-scale pool structure foundation pit supporting system of municipal administration | |
| CN203334301U (en) | Cave slope strengthening protection structure | |
| CN109024609A (en) | A kind of foundation pit supporting construction and its construction method based on old campshed | |
| CN207452889U (en) | Artificial digging pile assembled retaining wall | |
| CN208778010U (en) | A kind of advance reinforcement structure of push pipe inlet and outlet cave | |
| CN207109805U (en) | Wear the compound isolation pile of bridge pier in a kind of tunnel side | |
| CN206308700U (en) | A kind of Traffic Engineering Construction slope protection device | |
| CN207160041U (en) | Anchor rod type artificial digging pile | |
| CN110344394A (en) | A kind of surrounding deep foundation pit shallow embedding structure base ruggedized construction and construction method | |
| CN206298896U (en) | A kind of Tunnel Passing structures steel pipe isolation pile stratum consolidation system | |
| CN204780975U (en) | A four return circuit terminal steel pipe poles are drawn and are dug compound basis of anchor log for medium voltage electric distribution circuit | |
| CN205088687U (en) | Supporting structure of strut foundation ditch | |
| CN208734111U (en) | A kind of rotary digging stake sealing hole grid | |
| CN207228130U (en) | A kind of city integrated piping lane foundation pit backfill processing combined system | |
| CN209585098U (en) | A kind of substation equipment bracket novel steel tube short column pile foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20170607 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |