CN203684275U - Simple support for cantilever type retaining wall - Google Patents

Simple support for cantilever type retaining wall Download PDF

Info

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
Authority
CN
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
Application number
CN201420051720.6U
Other languages
Chinese (zh)
Inventor
骆明足
曹炳海
于建利
杜斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CR10BG CONSTRUCTION ENGINEERING Co Ltd
Construction Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
Original Assignee
CR10BG CONSTRUCTION ENGINEERING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CR10BG CONSTRUCTION ENGINEERING Co Ltd filed Critical CR10BG CONSTRUCTION ENGINEERING Co Ltd
Priority to CN201420051720.6U priority Critical patent/CN203684275U/en
Application granted granted Critical
Publication of CN203684275U publication Critical patent/CN203684275U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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

Cantilever Retaining Wall simple rack
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).
CN201420051720.6U 2014-01-27 2014-01-27 Simple support for cantilever type retaining wall Expired - Fee Related CN203684275U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (3)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN104453224A (en) Formwork support structure of basement exterior wall and construction method of formwork support structure
CN105133755A (en) Method for construction of steel bar welding net rack composite shear wall and shear wall structure
CN203684275U (en) Simple support for cantilever type retaining wall
CN202787330U (en) Post-cast strip template
CN202509765U (en) Overhung platform template
CN204357112U (en) Dual-shear force wall deformation slit formwork constructing structure
CN203238640U (en) Combined type stand column for inner supports of foundation pit support
CN205036077U (en) Shear force wall formwork support suitable for narrow and small space usage
CN202369931U (en) Arch ring bracket
CN205024719U (en) Pile foundation and integrated reverse construction vertical braces system of underground continuous wall
CN201526052U (en) Temporary supporting wall for group pit construction
CN108086523B (en) Light steel concrete block composite wall and construction method thereof
CN203977840U (en) A kind of high-altitude long-span strengthening concrete vestibule braced structures
CN203080931U (en) Shear wall outer wall formwork bearing device
CN203034805U (en) Double-concrete wallboard formwork scissors type support keel system
CN203213137U (en) Steel raft foundation for installing steel structure roof
CN204080820U (en) A kind of concrete structure foundation ditch support replacement device
CN204679074U (en) A kind of novel surface observation pier structure
CN204001214U (en) High accuracy capital embedded board
CN204139190U (en) A kind of Liftable preformed bricks fetal membrane
CN203878563U (en) Suspended single-row scaffold
CN204080821U (en) A kind of steel work foundation ditch support replacement device
CN203856482U (en) Whole truss template device for arc top arch
CN202299419U (en) Extensible supporting device for moldboard
CN202577767U (en) Supporting spacer for reinforcing steel bars of shear wall

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