CN107654060A - A kind of full module attached lifting scaffold installation method - Google Patents
A kind of full module attached lifting scaffold installation method Download PDFInfo
- Publication number
- CN107654060A CN107654060A CN201710920199.3A CN201710920199A CN107654060A CN 107654060 A CN107654060 A CN 107654060A CN 201710920199 A CN201710920199 A CN 201710920199A CN 107654060 A CN107654060 A CN 107654060A
- Authority
- CN
- China
- Prior art keywords
- module
- installation
- support body
- support
- truss
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
Abstract
The invention discloses a kind of full module attached lifting scaffold installation method, comprise the following steps, preparation before installation, select support body attachment support position range, and pre-buried bearing；Module ground assembles, and module assembly is typically since the rotation angle position of support body or end；Module is installed；It is qualified to examine.The full module attached lifting scaffold of the present invention has the advantages that tool-type utilizes, easily peace dismounts and mounts complete functional, good economy performance, the operating environment of site safety can not only be ensured, reduce potential safety hazard, the lifting of job site image quality is also beneficial to simultaneously, and good economic benefit is created for engineering construction；The method that the present invention proposes a standard for the scaffold, it is simple and practical, ensure installation quality.
Description
Technical field
The present invention relates to environmental decoration field, specifically a kind of full module attached lifting scaffold installation method.
Background technology
Full module attached lifting scaffold be on the basis of traditional attachment type raise scaffold, by support body each several part according to
Design modulus is fabricated to module in factory process and transported again to a kind of live new adhesion type self-lifting scaffold quickly assembled
Frame, the Novel attached lifting scaffold not only improves the installation of hoisting frame, use and the technique such as dismantles, and more optimizes attachment
The product appearance and performance of formula scaffold, realize the tool of scaffold.But present elevating scaffold was installed
The installation method of no one of journey standard criterion.
The content of the invention
It is an object of the present invention to provide a kind of full module attached lifting scaffold installation method, has simple to operate, operation mark
Note, the high effect of installation quality.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention is：
A kind of full module attached lifting scaffold installation method, comprises the following steps：
A, preparation before installing, support body attachment support position range, and pre-buried bearing are selected；
B, module ground assembles, and module assembly is typically since the rotation angle position of support body or end；
C, module is installed；
D, it is qualified to examine.
Preferably, 50m × 30m module assembly place is cleaned out in step A in support position coverage.
Preferably, step B order includes interior row's truss, main frame assembles, and the installation of cucurbit bracket, is connected with truss is arranged in 1
Connect and complete 2 groups of support bodys, outer row's truss installa-tion, small cross bar, leger installation, be completed；Each component assembling mainly passes through bolt
Connection.
Preferably, step C specifically includes：
1) after the screw sleeve of pre-buried 2 structure sheafs is completed, treat that new pouring structure concrete reaches design strength
Proceed by installation；Before installation, screw position need to be checked, installation attachment support after position is errorless, now, attachment support wears beam spiral shell
Stem nut wouldn't be tightened, to be finely adjusted during erection of frames；
2) module of ground assembling is lifted with 4 steel wire ropes, the 1st lifting is since the rotation angle position of support body or end；
After derrick crane is hung to specified location, it is connected with attachment support with screw rod, bolt and nut is tightened after module position adjustment is suitable,
And anti-skid fastener is installed between main frame and guide holder；
3) the 2nd piece of module is lifted, the 2nd piece of module is first connected with outer row's truss with the 1st group, reconnects interior row's truss；
Install row's leger in rear polishing；
4) the remaining each module of aforesaid way installation is repeated, until the module installation of 2.5 times of the latter half floor height；
5) after structure sheaf concrete strength corresponding to the 3rd attachment support reaches design requirement, mounting bracket can be started
Body top half module, attachment support mounting means are identical；
6) lifting frame top half module, upper and lower main frames are connected first with 2 latches, recycle in bolt connection,
Lower truss, while module position is finely adjusted；
7) the remaining large and small cross bar of supplement installation, lays scaffold board and foot guard plate, and the gap between support body packet utilizes steel wire
Closed, the follow-up Perfect the work such as cat ladder is installed；The turnover panel closing support body and structure that bottom is made using checkered steel plate simultaneously
Between gap, so as to realize the closure of support body, ensure construction safety；
8) each seat in the plane in support body top, which is between slideway and main body support for shuttering, to socket fixation with common steel tube fastener, as
The interim of support body sockets.
The beneficial effects of the invention are as follows：
There is the full module attached lifting scaffold of the present invention tool-type to utilize, easily peace dismounts and mounts complete functional, economy
The advantages that good, the operating environment of site safety can not only be ensured, reduce potential safety hazard, while be also beneficial to job site image product
The lifting of matter, good economic benefit is created for engineering construction；The method that the present invention proposes a standard for the scaffold, letter
It is single practical, ensure installation quality.
Embodiment
In order to be easy to understand to technological means, creation characteristic, reached purpose and effect of the present invention, further below
Illustrate the present invention.
The present invention discloses a kind of full module attached lifting scaffold installation method, comprises the following steps：
Preparation before installation
1) according to support body attachment support position is first determined in scheme, in relevant position, the pre-buried sleeve pipe for wearing screw rod or screw rod supply
Later stage attachment support is installed, be not easy in the position of post or wall it is pre-buried wear screw rod sleeve pipe when, can direct pre embedded bolt, screw rod buries
Resistance to plucking construction need to be had by entering one end in concrete, and code requirement need to be met by anchoring into length.
2) 50m × 30m module assembly place is cleaned out in derrick crane coverage, place election need to consider mould simultaneously
Block quality.
Module ground assembles
This engineering support body seat in the plane spacing is generally 5.4m, therefore this engineering monolithic module is by 1 seat in the plane and the double frame groups of 3 Pin
Into that is, monolithic module width is 5.4m.About 2.5 structure sheaf floor heights of module height of first run assembling, i.e. assembled height is 6 steps
Frame, about 10.8m.The specific position such as installation and discharging platform need to assemble 2 modules together first, be easily installed.
Module assembly assembles angle position module first typically since the rotation angle position of support body or end, pacifies first
Die-filling piece of assembling sequence be:Interior row's truss, main frame assembling → cucurbit bracket install → 2 groups are completed with arranging truss connection in 1
Support body → outside is arranged truss installa-tion → small cross bar, leger are installed → and is completed.Each component assembling is mainly bolted.Its
His cell cube module assembling mode is similar.It can start to lift after 4~5 modules are completed.
Module is installed
1) after the screw sleeve of pre-buried 2 structure sheafs is completed, treat that new pouring structure concrete reaches design strength (support body
Stress demand intensity) installation can be proceeded by.Before installation, screw position need to be checked, installation attachment support after position is errorless, this
When, attachment support is worn beam bolt and nut and wouldn't tightened, to be finely adjusted during erection of frames.
2) module of ground assembling is lifted with 4 steel wire ropes, the 1st lifting is since the rotation angle position of support body or end.
It is in place by artificial traction module after derrick crane is hung to specified location, it is connected with attachment support with screw rod, module position is adjusted
Integrate and tighten bolt and nut after fitting, and anti-skid fastener is installed between main frame and guide holder.
3) the 2nd piece of module is lifted, the 2nd piece of module is first connected with outer row's truss with the 1st group, reconnects interior row's truss；
Install row's leger in rear polishing.
4) the remaining each module of aforesaid way installation is repeated, until the module installation of 2.5 times of the latter half floor height.
5) after structure sheaf concrete strength corresponding to the 3rd attachment support reaches design requirement, mounting bracket can be started
Body top half module, attachment support mounting means are identical.
6) lifting frame top half module, upper and lower main frames are connected first with 2 latches, recycle in bolt connection,
Lower truss, while module position is finely adjusted.
7) the remaining large and small cross bar of supplement installation, lays scaffold board and foot guard plate, and the gap between support body packet utilizes steel wire
Closed, the follow-up Perfect the work such as cat ladder is installed.The turnover panel closing support body and structure that bottom is made using checkered steel plate simultaneously
Between gap, so as to realize the closure of support body, ensure construction safety.
8) each seat in the plane in support body top, which is between slideway and main body support for shuttering, to socket fixation with common steel tube fastener, as
The interim of support body sockets.
Acceptance(check)：Repeatedly check and accept after the assay was approved.
The embodiments of the present invention described above are not intended to limit the scope of the present invention.It is any in the present invention
Spirit and principle within the modifications, equivalent substitutions and improvements made etc., should be included in the claim protection model of the present invention
Within enclosing.
Claims (4)
1. a kind of full module attached lifting scaffold installation method, it is characterised in that comprise the following steps：
A, preparation before installing, support body attachment support position range, and pre-buried bearing are selected；
B, module ground assembles, and module assembly is typically since the rotation angle position of support body or end；
C, module is installed；
D, it is qualified to examine.
2. full module attached lifting scaffold installation method according to claim 1, it is characterised in that：In the step A
50m × 30m module assembly place is cleaned out in support position coverage.
3. full module attached lifting scaffold installation method according to claim 1, it is characterised in that：The step B is suitable
Sequence includes interior row's truss, main frame assembles, the installation of cucurbit bracket, and 2 groups of support bodys, outer row's truss are completed with truss connection is arranged in 1
Installation, small cross bar, leger installation, is completed；Each component assembling is mainly bolted.
4. full module attached lifting scaffold installation method according to claim 1, it is characterised in that：The step C tool
Body includes：
1) after the screw sleeve of pre-buried 2 structure sheafs is completed, treat that new pouring structure concrete reaches design strength and can started
Installed；Before installation, screw position need to be checked, installation attachment support after position is errorless, now, attachment support wears beam screw rod spiral shell
Mother wouldn't tighten, to be finely adjusted during erection of frames；
2) module of ground assembling is lifted with 4 steel wire ropes, the 1st lifting is since the rotation angle position of support body or end；It is tower
After crane is hung to specified location, it is connected with attachment support with screw rod, tightens bolt and nut after module position adjustment is suitable, and
Anti-skid fastener is installed between main frame and guide holder；
3) the 2nd piece of module is lifted, the 2nd piece of module is first connected with outer row's truss with the 1st group, reconnects interior row's truss；Installation
After row's leger in polishing；
4) the remaining each module of aforesaid way installation is repeated, until the module installation of 2.5 times of the latter half floor height；
5) after structure sheaf concrete strength corresponding to the 3rd attachment support reaches design requirement, can start in installation frame body
Half portion sub-module, attachment support mounting means are identical；
6) lifting frame top half module, upper and lower main frame is connected first with 2 latches, recycles the upper and lower purlin of bolt connection
Frame, while module position is finely adjusted；
7) the remaining large and small cross bar of supplement installation, lays scaffold board and foot guard plate, and the gap between support body packet is carried out using steel wire
The follow-up Perfect the works such as closing, installation cat ladder；Between bottom is made using checkered steel plate simultaneously turnover panel closing support body and structure
Gap, so as to realize the closure of support body, ensure construction safety；
8) each seat in the plane in support body top, which is between slideway and main body support for shuttering, to socket fixation with common steel tube fastener, as support body
Interim socket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710920199.3A CN107654060A (en) | 2017-09-30 | 2017-09-30 | A kind of full module attached lifting scaffold installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710920199.3A CN107654060A (en) | 2017-09-30 | 2017-09-30 | A kind of full module attached lifting scaffold installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107654060A true CN107654060A (en) | 2018-02-02 |
Family
ID=61117650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710920199.3A Pending CN107654060A (en) | 2017-09-30 | 2017-09-30 | A kind of full module attached lifting scaffold installation method |
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| Country | Link |
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| CN (1) | CN107654060A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096044A (en) * | 2020-11-09 | 2020-12-18 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203129559U (en) * | 2013-03-28 | 2013-08-14 | 天津隆苑科技有限公司 | Integrated inserted lift scaffold |
| CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
| CN204754150U (en) * | 2015-01-29 | 2015-11-11 | 北京韬盛科技发展有限公司 | Dish -type node formula scaffold |
-
2017
- 2017-09-30 CN CN201710920199.3A patent/CN107654060A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203129559U (en) * | 2013-03-28 | 2013-08-14 | 天津隆苑科技有限公司 | Integrated inserted lift scaffold |
| CN104675093A (en) * | 2015-01-29 | 2015-06-03 | 北京韬盛科技发展有限公司 | Disc-shaped node type scaffold |
| CN204754150U (en) * | 2015-01-29 | 2015-11-11 | 北京韬盛科技发展有限公司 | Dish -type node formula scaffold |
Non-Patent Citations (1)
| Title |
|---|
| 杜福祥等: "全模块附着升降脚手架施工技术", 《施工技术》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112096044A (en) * | 2020-11-09 | 2020-12-18 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
| CN112096044B (en) * | 2020-11-09 | 2021-01-29 | 山东新活新材料科技有限公司 | Bottom pedal of climbing frame |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180202 |
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| RJ01 | Rejection of invention patent application after publication |