CN205100527U - A cantilever construction platform for surmounting retaining wall - Google Patents
A cantilever construction platform for surmounting retaining wall Download PDFInfo
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- CN205100527U CN205100527U CN201520882289.4U CN201520882289U CN205100527U CN 205100527 U CN205100527 U CN 205100527U CN 201520882289 U CN201520882289 U CN 201520882289U CN 205100527 U CN205100527 U CN 205100527U
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- platform
- horizontal rectangle
- longeron
- horizontal rectangular
- supporting beam
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Abstract
The utility model discloses a cantilever construction platform for surmounting retaining wall, including crossbeam, perpendicular roof beam, longeron, oblique supporting beam, ledger board, reinforcement connecting piece and pre -buried screw rod, the crossbeam of about two interval settings passes through respectively pre -buried screw rod vertical fixation is on wall to the longeron that sets up with two front and back intervals encloses into a horizontal rectangle frame, two at least horizontal rectangle frames, and just the adjacent horizontal rectangle frame in interval passes through to control the continuous formation platform skeleton of two perpendicular roof beams that the interval set up from top to bottom, the interval is provided with two oblique supporting beam about the below of every horizontal rectangle frame, and the oblique supporting beam who is located the horizontal rectangle frame of the bottom installs at wall, and the oblique supporting beam of all the other horizontal rectangle frames installs on the platform skeleton, crossbeam, longeron, the connection position that erects between roof beam, the oblique supporting beam link to each other through the reinforcement connecting piece, and every horizontal rectangle frame upper berth is equipped with the ledger board forms operation platform. Effective construction input that reduces improves construction efficiency and construction quality, increases the construction security.
Description
Technical field
The utility model belongs to building field, specifically, is a kind of cantilever construction platform structure for retaining Wall.
Background technology
In the past when retaining Wall is constructed, mainly at wall body both sides or one-sided double-pole scaffold of setting up as operating platform, there is very large limitation when this method is constructed in complicated landform.One is when retaining wall is positioned at abrupt slope or edge, stream, needs first scaffold based process to be carried out on abrupt slope or stream; When being positioned at abrupt slope, a large amount of cubic metre of earth and stone need be backfilled, and carry out effective basement process; When being positioned at edge, stream, interim guide measure need be increased, and support body base position is carried out excavation and change and fill out, waste a large amount of human and material resources, support needs to carry out long foundation settlement survey after setting up, and scaffold operating platform exists very large security risk in whole work progress.Two is utilize scaffold building operating platform to construct, and every layer of scaffold need be set up along with the lifting flowing water of wall body template, and sets up lower floor's scaffold wall connecting piece, and the time of setting up is longer, and supporting frame material drops into and labour cost is higher.
Utility model content
The utility model aims to provide a kind of cantilever construction platform for retaining Wall, can improve construction efficiency, construction quality and working security, and reduce construction cost.
For this reason, the technical scheme that the utility model adopts is: a kind of cantilever construction platform for retaining Wall, comprise crossbeam, vertical beam, longeron, raker beam, scaffold floor, reinforcement connector and pre embedded bolt, about two spaced crossbeams are vertically fixed on respectively by described pre embedded bolt with it wall, and surround a horizontal rectangular frame with the longeron that two time intervals are arranged, at least two horizontal rectangular frames, and be connected to form platform skeleton every adjacent horizontal rectangular frame by spaced two vertical beams in left and right between the upper and lower; Be arranged at intervals with two raker beam about the below of each horizontal rectangular frame, the raker beam being positioned at the horizontal rectangular frame of the bottom is arranged on it wall, and the raker beam of all the other horizontal rectangular frames is arranged on platform skeleton; Connecting portion between described crossbeam, longeron, vertical beam, raker beam is connected by reinforcement connector, each horizontal rectangular frame is equipped with described scaffold floor and forms operating platform.
Preferred as such scheme, cat ladder and guard rail are installed in the sky side of facing of described operating platform.
The beneficial effects of the utility model are: compared with prior art, effectively can solving scaffold operating platform in traditional construction, to set up based process difficulty large, wall-connecting piece is not easily arranged, operation support body sets up difficult problems such as having high input, long in time limit and security risk is high, and makes simple, can Integral lifting, repeatedly have enough to meet the need, effective reduction construction drops into, and improves construction efficiency and construction quality, increases working security.
Accompanying drawing explanation
Fig. 1 is stereogram of the present utility model.
Fig. 2 is left view of the present utility model.
Detailed description of the invention
Below by embodiment also by reference to the accompanying drawings, the utility model is described in further detail:
Shown in composition graphs 1, Fig. 2, a kind of cantilever construction platform for retaining Wall, primarily of compositions such as crossbeam 1, vertical beam 2, longeron 3, raker beam 4, scaffold floor 5, reinforcement connector 6 and pre embedded bolts 7.
About two spaced crossbeams 1 are vertically fixed on respectively by pre embedded bolt 7 with it wall, and surround a horizontal rectangular frame with the longeron 3 that two time intervals are arranged, cantilever construction platform is at least made up of two horizontal rectangular frames, but is not limited to two, can be three or more.Between the upper and lower every setting between horizontal rectangular frame.Platform skeleton is connected to form by spaced two vertical beams 2 in left and right between the upper and lower every adjacent horizontal rectangular frame.
Be arranged at intervals with two raker beam 4 about the below of each horizontal rectangular frame, except the lower end of the raker beam 4 of the horizontal rectangular frame of the bottom be arranged on wall with it except, the termination of the raker beam 4 of all the other horizontal rectangular frames is installed on platform skeleton; Connecting portion between crossbeam 1, longeron 3, vertical beam 2, raker beam 4 is connected by reinforcement connector 6, each horizontal rectangular frame is equipped with scaffold floor 5 and forms operating platform.
Preferably, cat ladder 8 and guard rail 9 are installed in the sky side of facing of operating platform.
After platform has been assembled, can Integral lifting in work progress, be hoisted through pre embedded bolt 7 by crossbeam 1 and retaining wall structure consolidation at every turn.
Claims (2)
1. the cantilever construction platform for retaining Wall, it is characterized in that: comprise crossbeam (1), vertical beam (2), longeron (3), raker beam (4), scaffold floor (5), reinforcement connector (6) and pre embedded bolt (7), about two spaced crossbeams (1) are vertically fixed on respectively by described pre embedded bolt (7) with it wall, and surround a horizontal rectangular frame with the longeron (3) that two time intervals are arranged, at least two horizontal rectangular frames, and be connected to form platform skeleton every adjacent horizontal rectangular frame by spaced two vertical beams (2) in left and right between the upper and lower, two raker beam (4) are arranged at intervals with about the below of each horizontal rectangular frame, the raker beam (4) being positioned at the horizontal rectangular frame of the bottom is arranged on it wall, and the raker beam (4) of all the other horizontal rectangular frames is arranged on platform skeleton, connecting portion between described crossbeam (1), longeron (3), vertical beam (2), raker beam (4) is connected by reinforcement connector (6), each horizontal rectangular frame is equipped with described scaffold floor (5) and forms operating platform.
2. the cantilever construction platform for retaining Wall according to claim 1, is characterized in that: cat ladder (8) and guard rail (9) are installed in the sky side of facing of described operating platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520882289.4U CN205100527U (en) | 2015-11-06 | 2015-11-06 | A cantilever construction platform for surmounting retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520882289.4U CN205100527U (en) | 2015-11-06 | 2015-11-06 | A cantilever construction platform for surmounting retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205100527U true CN205100527U (en) | 2016-03-23 |
Family
ID=55516315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520882289.4U Active CN205100527U (en) | 2015-11-06 | 2015-11-06 | A cantilever construction platform for surmounting retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205100527U (en) |
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 |
| CN113863364A (en) * | 2021-09-13 | 2021-12-31 | 华能(浙江)能源开发有限公司清洁能源分公司 | Retaining wall construction device and retaining wall construction method |
| CN114165034A (en) * | 2021-11-12 | 2022-03-11 | 中建新疆建工集团第五建筑工程有限公司 | Telescopic elevator construction platform easy to disassemble and construction method thereof |
-
2015
- 2015-11-06 CN CN201520882289.4U patent/CN205100527U/en active Active
Cited By (4)
| 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 |
| CN113863364A (en) * | 2021-09-13 | 2021-12-31 | 华能(浙江)能源开发有限公司清洁能源分公司 | Retaining wall construction device and retaining wall construction method |
| CN114165034A (en) * | 2021-11-12 | 2022-03-11 | 中建新疆建工集团第五建筑工程有限公司 | Telescopic elevator construction platform easy to disassemble and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100078 Beijing city Fengtai District park is a district 15 building five floor 501, 503 Patentee after: ZHONGCHE CONSTRUCTION ENGINEERING CO., LTD. Address before: 100078 Beijing city Fengtai District park is a district 15 building five floor 501, 503 Patentee before: CNR Construction Engineering Co., Ltd. |