CN203684275U - Simple support for cantilever type retaining wall - Google Patents
Simple support for cantilever type retaining wall Download PDFInfo
- Publication number
- CN203684275U CN203684275U CN201420051720.6U CN201420051720U CN203684275U CN 203684275 U CN203684275 U CN 203684275U CN 201420051720 U CN201420051720 U CN 201420051720U CN 203684275 U CN203684275 U CN 203684275U
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- China
- Prior art keywords
- double
- scaffold
- retaining wall
- construction
- cantilever type
- 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
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Abstract
The utility model discloses a simple support for a cantilever type retaining wall. Erection bars are arranged on an under layer, a double-row scaffold is arranged on the erection bars, an inner formwork used for forming the cantilever type retaining wall in a pouring mode is arranged on the inner side of the double-row scaffold and takes the double-row scaffold support, a support pipe is arranged on the outer side of an outer formwork, and the support pipe and the double-row scaffold are fixed together through tie pieces; the double-row scaffold is reinforced through a scaffold fixing frame. On the premise of ensuring safety, construction time is shortened, the construction technology is simplified, turnover material input is reduced, construction cost is greatly reduced, and the problems that the cantilever type retaining wall is long in construction period, and the construction technology is tedious are solved; the simple support can also be used for constructing other concrete structures comprising foundations and vertical walls.
Description
Technical field
The utility model relates to a kind of Cantilever Retaining Wall construction
simple rack, belong to construction engineering technical field.
Background technology
When Cantilever Retaining Wall construction, often need first building foundation and toe wall, after solidifying, base concrete installs again wall body, exist following not enough: 1) long construction period, the wall body of need could constructing after intensity on base concrete, average every joint barricade needs 15 day time, especially construction period in the winter time, every joint barricade needs 20-25 days time; 2) construction technology is loaded down with trivial details, when foundation construction, need to set up once and to support, on basis after intensity by supporting removal, then set up the support of wall body; 3) circulation material holding time is long, has high input.
Summary of the invention
Technical problem to be solved in the utility model is the deficiency existing for prior art, provides a kind of construction technology simple Simple support system.
For solving this technical problem, the utility model provides a kind of Cantilever Retaining Wall simple rack, bearing rod is set on bed course, bearing rod top arranges double-pole scaffold, being arranged on double-pole scaffold inner side for the inner formword of building Cantilever Retaining Wall utilizes double-pole scaffold as support, the arranged outside frame pipe of exterior sheathing, drawknot sheet is fixed together frame pipe and double-pole scaffold.
Described double-pole scaffold is reinforced by scaffold fixed mount.
Beneficial effect: the utility model, under safing prerequisite, has shortened the engineering time, has simplified construction technology, has reduced turnover material and has dropped into, and greatly reduces operating expenses, has solved Cantilever Retaining Wall long construction period, problem that construction technology is loaded down with trivial details; The utility model also can be used for other concrete structure Construction of Supportings containing basis and wall.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1 bearing rod, 2 double-pole scaffolds, 3 pipes, 4 scaffold fixed mounts, 5 drawknot sheets, 6 inner formwords, 7 exterior sheathings, 8 Cantilever Retaining Walls.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is specifically described.
Figure 1 shows that structural representation of the present utility model.
The utility model provides a kind of Cantilever Retaining Wall simple rack, bearing rod 1 is set on bed course, bearing rod 1 top arranges double-pole scaffold 2, being arranged on double-pole scaffold 2 inner sides for the inner formword 6 of building Cantilever Retaining Wall 8 utilizes double-pole scaffold 2 as supporting, the arranged outside frame pipe 3 of exterior sheathing 7, drawknot sheet 5 is fixed together frame pipe 3 and double-pole scaffold 2.
Described double-pole scaffold 2 is reinforced by scaffold fixed mount 4.
Implementation process of the present utility model: first bearing rod 1 is set on bed course, then on bearing rod 1, set up double-pole scaffold 2, double-pole scaffold, 2 can arrange fixing scaffold 4 reinforces, Cantilever Retaining Wall template can be installed after having built immediately in basis, wall body inner formword 6 can utilize double-pole scaffold 2 as supporting, and exterior sheathing 7 adopts drawknot sheet 5 that frame pipe 3 and double-pole scaffold 2 are fixed together.
The utility model, under safing prerequisite, has shortened the engineering time, has simplified construction technology, has reduced turnover material and has dropped into, and greatly reduces operating expenses, has solved Cantilever Retaining Wall long construction period, problem that construction technology is loaded down with trivial details; The utility model also can be used for other concrete structure Construction of Supportings containing basis and wall.
The above-mentioned embodiment of the utility model, just illustrates, and is not only, all within the scope of the utility model or the change being equal in scope of the present utility model all surrounded by the utility model.
Claims (2)
1. a Cantilever Retaining Wall simple rack, bearing rod (1) is set on bed course, bearing rod (1) top arranges double-pole scaffold (2), it is characterized in that: be arranged on double-pole scaffold (2) inner side and utilize double-pole scaffold (2) as supporting for building the inner formword (6) of Cantilever Retaining Wall (8), the arranged outside frame pipe (3) of exterior sheathing (7), drawknot sheet (5) is fixed together frame pipe (3) and double-pole scaffold (2).
2. Cantilever Retaining Wall simple rack according to claim 1, is characterized in that: described double-pole scaffold (2) is reinforced by scaffold fixed mount (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051720.6U CN203684275U (en) | 2014-01-27 | 2014-01-27 | Simple support for cantilever type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420051720.6U CN203684275U (en) | 2014-01-27 | 2014-01-27 | Simple support for cantilever type retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203684275U true CN203684275U (en) | 2014-07-02 |
Family
ID=51006198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420051720.6U Expired - Fee Related CN203684275U (en) | 2014-01-27 | 2014-01-27 | Simple support for cantilever type retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203684275U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354953A (en) * | 2017-07-07 | 2017-11-17 | 安徽省新路建设工程集团有限责任公司 | Concrete rib band and the reinforced Retaining wall structure of intensive aspect and construction method |
| CN111827344A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Retaining wall supporting structure and method |
-
2014
- 2014-01-27 CN CN201420051720.6U patent/CN203684275U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354953A (en) * | 2017-07-07 | 2017-11-17 | 安徽省新路建设工程集团有限责任公司 | Concrete rib band and the reinforced Retaining wall structure of intensive aspect and construction method |
| CN107354953B (en) * | 2017-07-07 | 2019-05-31 | 安徽省新路建设工程集团有限责任公司 | Concrete rib band and the reinforced Retaining wall structure of intensive aspect and construction method |
| CN111827344A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Retaining wall supporting structure and method |
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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: 20140702 Termination date: 20150127 |
|
| EXPY | Termination of patent right or utility model |