CN204898710U - Novel steel construction retaining wall - Google Patents
Novel steel construction retaining wall Download PDFInfo
- Publication number
- CN204898710U CN204898710U CN201520269741.XU CN201520269741U CN204898710U CN 204898710 U CN204898710 U CN 204898710U CN 201520269741 U CN201520269741 U CN 201520269741U CN 204898710 U CN204898710 U CN 204898710U
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- steel
- retaining wall
- girder
- column
- steel column
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Abstract
The utility model discloses a novel steel construction retaining wall, isolated footing under bored concrete pile, steel column, girder steel, baffle, steel shotcrete and post, a plurality of reinforced concrete structure's bored concrete pile is located same straight line, just separates each other and evenly arranges, and the stake in -core of all bored concrete piles all is provided with the steel column, welds the flat girder steel in the many genshui that have top -down to be parallel to each other on the steel column, and just arbitrary girder steel all is connected with all steel columns are perpendicular, baffle welding all is connected with the one end of a steel shotcrete on each steel column on all girder steels, isolated footing under the post is all connected to the other end of each steel shotcrete. The utility model discloses because consequently isolated footing and bored concrete pile under the adoption post do not need the heavy excavation to the foundation ditch, do not have the construction safety problem. The main part is the all steel structure, on -the -spot directly assembly, and construction speed is fast, has shortened the time limit for a project greatly, if the retaining wall need not, can demolish at any time, the component of dismantling still has very high economic value, does not basically have building rubbish.
Description
Technical field
The utility model belongs to steel building field, particularly relates to a kind of new steel structure retaining wall.
Background technology
In traditional retaining wall field, divide gravity, load retaining wall, cantilevered by force-bearing types; Masonry structure and reinforced concrete structure is divided by constituent material.No matter which kind of type, they have a common shortcoming: dead load is large, foundation is dark, long construction period, construction plant require high.Such as: face limit highland on have a multilayer old building, due to raw steel reinforced concrete DESIGN OF RETAINING WALLS error, be on the verge of collapse.Intend a newly-built building at the bottom of existing slope, because place is limited, the reinforcing of retaining wall must be completed in this elongated zones.Similar this situation, according to conventional concrete retaining wall, first will carry out foundation ditch heavy excavation, construction strip foundation, and then builds or build retaining wall by laying bricks or stones and erect wall.This retaining wall scene needs excavation of foundation pit, reinforcing bar binding, formwork, concreting, maintenance supervisor, and the construction period is long, certainly will accelerate the collapse of former retaining wall, almost without feasibility.
Summary of the invention
In order to solve problems of the prior art, the purpose of this utility model is to provide the new steel structure retaining wall that a kind of speed of application is fast, excavation action is little.
In order to realize foregoing invention object, the utility model adopts technical scheme as described below:
A kind of new steel structure retaining wall, comprise castinplace pile, steel column, girder steel, baffle plate, bracing members and independent foundation under column, the castinplace pile of multiple reinforced concrete structure is located along the same line, and be spaced and be evenly arranged, the stake in-core of all castinplace piles is provided with steel column, steel column is welded with the many horizontal girder steels be parallel to each other from top to bottom, and arbitrary girder steel is all connected with all steel columns are vertical, described baffle plate is welded on all girder steels, each root steel column is all connected with one end of a bracing members, the other end of each bracing members all connects an independent foundation under column.
Owing to adopting technique scheme, the utility model has following superiority:
The utility model, owing to adopting independent foundation under column and castinplace pile, does not therefore need heavy excavation to foundation ditch, there is not construction safety problem.Main body is full steel structure, and scene is directly assembled, and speed of application is fast, substantially reduces the duration; If retaining wall need not, can remove at any time, the component disassembled still has very high economic worth, substantially there is not building waste.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: 1, castinplace pile; 2, baffle plate; 3, girder steel; 4, steel column; 5, bracing members; 6, single footing under stake.
Detailed description of the invention
Below in conjunction with drawings and Examples, the technical solution of the utility model is described in further detail.
As shown in Figure 1, a kind of new steel structure retaining wall, comprise castinplace pile, steel column, girder steel, baffle plate, bracing members and independent foundation under column, the castinplace pile of multiple reinforced concrete structure is located along the same line, and be spaced and be evenly arranged, the stake in-core of all castinplace piles is provided with steel column, steel column is welded with the many horizontal girder steels be parallel to each other from top to bottom, and arbitrary girder steel is all connected with all steel columns are vertical, described baffle plate is welded on all girder steels, each root steel column is all connected with one end of a bracing members, the other end of each bracing members all connects an independent foundation under column.
The utility model in Specific construction process is:
1, on ground, dig out stake holes, insert steel column, then in stake holes, concreting forms castinplace pile 1, in the position that castinplace pile is corresponding, does single footing 6 under stake;
2, at steel column side weld horizontal girder steel, then in girder steel, weldering baffle plate is pasted on the edge of a wing, forms the native face of a complete gear;
3, under mutually corresponding steel column and stake, connect bracing members between single footing, bracing members two ends hold out against, and so complete Steel Wall system just defines;
4, the soil body between new and old retaining wall is tamped, until steel retaining wall top.After old retaining wall is held out against, just complete retaining wall reinforcement work.
It should be noted that, concrete member section model need calculate to be determined, basic size need be determined according to geological condition.
The utility model structure is simple, and load path is clear and definite, and because adopting industrialization assembling, speed of application is faster.Basis is formed by pile foundation and single footing, doing so avoids foundation ditch heavy excavation, better can ensure safety; Steel Wall compares masonry, coagulation great soil group retaining wall belongs to green building, has and better recycles value, do not produce building waste.
Claims (1)
1. a new steel structure retaining wall, it is characterized in that: comprise castinplace pile, steel column, girder steel, baffle plate, bracing members and independent foundation under column, the castinplace pile of multiple reinforced concrete structure is located along the same line, and be spaced and be evenly arranged, the stake in-core of all castinplace piles is provided with steel column, steel column is welded with the many horizontal girder steels be parallel to each other from top to bottom, and arbitrary girder steel is all connected with all steel columns are vertical, described baffle plate is welded on all girder steels, each root steel column is all connected with one end of a bracing members, the other end of each bracing members all connects an independent foundation under column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520269741.XU CN204898710U (en) | 2015-04-30 | 2015-04-30 | Novel steel construction retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520269741.XU CN204898710U (en) | 2015-04-30 | 2015-04-30 | Novel steel construction retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204898710U true CN204898710U (en) | 2015-12-23 |
Family
ID=54920899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520269741.XU Expired - Fee Related CN204898710U (en) | 2015-04-30 | 2015-04-30 | Novel steel construction retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204898710U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386318A (en) * | 2017-08-17 | 2017-11-24 | 中铁第四勘察设计院集团有限公司 | Steel Wall and its application method for subway station shield hole side |
| CN110409241A (en) * | 2019-08-13 | 2019-11-05 | 中电建十一局工程有限公司 | A kind of reinforcing bar lattice column is in roadbed rapid construction application method |
| CN110512643A (en) * | 2018-05-22 | 2019-11-29 | 佛山市嘉实和生物科技有限公司 | A kind of anti-collapse combination unit of ground |
-
2015
- 2015-04-30 CN CN201520269741.XU patent/CN204898710U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386318A (en) * | 2017-08-17 | 2017-11-24 | 中铁第四勘察设计院集团有限公司 | Steel Wall and its application method for subway station shield hole side |
| CN110512643A (en) * | 2018-05-22 | 2019-11-29 | 佛山市嘉实和生物科技有限公司 | A kind of anti-collapse combination unit of ground |
| CN110409241A (en) * | 2019-08-13 | 2019-11-05 | 中电建十一局工程有限公司 | A kind of reinforcing bar lattice column is in roadbed rapid construction application method |
| CN110409241B (en) * | 2019-08-13 | 2021-08-24 | 中电建十一局工程有限公司 | Method for applying steel bar lattice column to roadbed rapid construction |
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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: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee after: Hang Gang steel (Henan) Co., Ltd. Address before: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee before: Henan Hangxiao Steel Structure Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151223 Termination date: 20190430 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |