CN110259088A - The erection method of the outer protective scaffold of building with distortion facade - Google Patents
The erection method of the outer protective scaffold of building with distortion facade Download PDFInfo
- Publication number
- CN110259088A CN110259088A CN201910577801.7A CN201910577801A CN110259088A CN 110259088 A CN110259088 A CN 110259088A CN 201910577801 A CN201910577801 A CN 201910577801A CN 110259088 A CN110259088 A CN 110259088A
- Authority
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- China
- Prior art keywords
- scaffold
- building
- frame body
- overhanging
- distortion
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
-
- 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
-
- 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
-
- 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
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/10—Steps or ladders specially adapted for scaffolds
-
- 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)
- Movable Scaffolding (AREA)
Abstract
The invention belongs to build outer protective scaffold technical field of construction, specially there is the erection method of the outer protective scaffold of the building of distortion facade, overhanging scaffold is set up by the distortion facade in building, in the method that the vertical facade of building sets up climbing type scaffold.This programme solves the problems, such as that the outer protective scaffold with distortion facade is inconvenient to be set up.
Description
Technical field
The invention belongs to build outer protective scaffold technical field of construction, specially there is the outer of the building of distortion facade
The erection method of protective scaffold.
Background technique
Building generally can all set up outer protective scaffold, to play to construction site during building construction
Protective action, while worker also being facilitated to carry out constructing operation on outer protective scaffold.Existing outer protective scaffold mainly has
Console mode, overhanging type and climbing type.The building relatively high for height, can be both economical using climbing type and overhanging type, from
And be conducive to save the cost.
Summary of the invention
The purpose of the present invention is to provide it is a kind of with distortion facade building outer protective scaffold erection method,
To solve the problems, such as that the outer protective scaffold with distortion facade is inconvenient to be set up.
In order to achieve the above object, base case of the invention provides a kind of outer protection of building with distortion facade
The erection method of scaffold, comprising the following steps:
Step A: fixed adhering supporter is installed at the vertical facade of building, is set below adhering supporter
Braced frame is set, on the support frame the fixed main frame for having guide rail of installation, and makes the guide rail and attachment support dress of main frame
It sets and is slidably connected, climbing type scaffold frame body is set up between adjacent main frame；It is set up at the distortion facade of building outstanding
Choose formula scaffold, step are as follows: the rod of the fixed overhanging of installation at the top of floor sets up overhanging scaffold frame on rod
Body connects wall-connecting piece between overhanging scaffold and building；
Step B: connecting rod is detachably connected between climbing type scaffold frame body and overhanging scaffold frame body；
Step C: closed plate is connected with the bottom of climbing type scaffold frame body in overhanging scaffold frame body；
Step D: close-network window is connected and fixed in the outside in the outside and overhanging scaffold of climbing type scaffold frame body.
The principle and beneficial effect of this base case are: by the way that climbing type foot hand is arranged at the vertical facade of building
Frame advantageously reduces the protection cost at the vertical facade of building；Overhanging scaffold is set at distortion facade, is climbed with using
Lift-type scaffold is compared, and is reduced and is set up difficulty, and constructing operation is facilitated.By the way that connecting rod is arranged in step B, make climbing type foot hand
Frame and overhanging scaffold connect into an entirety, are conducive to the stability for improving entire outer protective scaffold.By in step C
Closed plate is set, avoids material from the bottom dropped out of outer protective scaffold, enhances safety.By the way that envelope is arranged in step D
Net window is closed, the outer side elevation for being conducive to external protective scaffold is protected.By same on the building with distortion facade
Shi Caiyong climbing type scaffold and overhanging scaffold, to reach at the cost for the outer protective scaffold for both keeping building
In reduced levels, and reduce the purpose for setting up difficulty of outer protective scaffold.
Further, vertical go up of the overhanging scaffold at distortion facade is set up by the way of segmentation.It adopts
It is set up with the mode of segmentation, facilitates overhanging scaffold and be adjusted according to the direction of twist of distortion facade, be conducive to
Difficulty is set up in reduction.
Further, drawing is provided between the overhanging end of the rod of the overhanging scaffold and the building member above it
Rope.By the way that drawstring is arranged, is conducive to the bearing capacity for increasing rod, improves the stability of frame body.
Further, be connected with the pressing plate with upright bar seat between the overhanging scaffold frame body and rod, pressing plate with choose
Bar is detachably connected.By being provided with the pressing plate of upright bar seat, convenience installs the upright bar of overhanging scaffold by upright bar seat,
Improve installation effectiveness.
Further, it is equipped between the climbing type scaffold frame body and the floor platform of building for closing from wall gap
Turnover panel.By the way that sealing plate is arranged, can to avoid the material on frame body by between frame body and the floor platform of building from wall
Gap and falling object from high altitude phenomenon occurs, advantageously ensure that the safety below frame body.
Further, steel mesh is equipped at the operation layer of the overhanging scaffold frame body and climbing type scaffold frame body
Piece, reinforced mesh are detachably connected with frame body.By laying reinforced mesh, make operation layer that there is biggish bearing area, thus
Worker is facilitated to work on reinforced mesh.
Further, in the step D, net window connector, climbing type scaffold frame body are removably connected on close-network window
With net window connecting rod is removably connected on overhanging scaffold frame body respectively, net window connector detachably connects with net window connecting rod
It connects.By the way that net window connector is arranged, close-network window is facilitated to be attached with frame body；It is connected by setting net window connecting rod with net window
Part conveniently could be adjusted to reach and adjust to the link position of net window by the position to net window connecting rod and net window connector
Whole purpose, so that convenient be adjusted the position of net window.
Further, the net window connector includes the clamping part of annular, and it is fixed to be fixedly connected with along a tangential direction on clamping part
Position block, locating piece are fixedly connected with connection sheet far from the side of clamping part, and one end that remotely located piece of connection sheet is to connect with net window
The connecting pin connect, the outside of the center line and locating piece of connecting pin perpendicular to and at the profile of buckle.The connecting pin of connection sheet with
Locating piece is vertical, is affixed when by locating piece and vertical upright bar, so that it may guarantee that the connecting pin of connection sheet is in horizontality, from
And connecting pin is facilitated to be attached with close-network window；It, can by the way that the center line of connecting pin to be arranged in the outside of the profile of buckle
So that net window connector can make connecting pin be in the same horizontal position when in the net window connecting rod shifted to install up and down, from
And guarantees net window and be in same level height.
Further, ladder is removably connected on the climbing type scaffold frame body and overhanging scaffold frame body.It is logical
Setting ladder is crossed, worker is facilitated to carry out vertical movement on frame body.
Detailed description of the invention
Fig. 1 is outstanding in the embodiment two of the erection method of the outer protective scaffold for the building that the present invention has distortion facade
Choose the structural schematic diagram when braced frame of formula scaffold and climbing type scaffold connects；
Fig. 2 is the bottom view of the outer sleeve of Tu1Zhong upright bar bindiny mechanism；
Fig. 3 is the cross-sectional view of A-A in Fig. 2；
The outer sleeve and the structural schematic diagram before inner sleeve cooperation that Fig. 4 is Tu1Zhong upright bar bindiny mechanism；
The structural schematic diagram when outer sleeve and inner sleeve that Fig. 5 is Tu2Zhong upright bar bindiny mechanism cooperate；
Fig. 6 be Fig. 3 in inner sleeve along outer sleeve move up after state diagram.
Specific embodiment
It is further described below by specific embodiment:
Appended drawing reference in Figure of description includes: building floor platform 1, braced frame 2, upright bar bindiny mechanism 3, hangs
Choose the upright bar 4 of formula scaffold, sleeve couple 5, outer sleeve 31, limit plate 32, fixed block 33, block 34, pushing block 35, spring 36,
Limited block 37, guide pad 38, inner sleeve 39, locating piece 391.
Embodiment one: there is the erection method of the outer protective scaffold of the building of distortion facade, comprising the following steps:
Step A: fixed adhering supporter is installed at the vertical facade of building, is set below adhering supporter
Braced frame is set, on the support frame the fixed main frame for having guide rail of installation, and makes the guide rail and attachment support dress of main frame
It sets and is slidably connected, climbing type scaffold frame body is set up between adjacent main frame；It is set up at the distortion facade of building outstanding
Choose formula scaffold, step are as follows: the rod of the fixed overhanging of installation, the building above the overhanging end of rod and its at the top of floor
It is connected with drawstring made of steel strand wires between component of thing, pressing plate is connected with by U bolt in the upside at the overhanging end of rod, presses
It is welded with the upright bar seat of vertical tubular at the top of plate, vertical upright bar is set on upright bar seat, and in the upright bar of adjacent rod
Between set up cross bar to form overhanging scaffold frame body, be connected with level between upright bar and building above rod
Wall-connecting piece；Vertical go up of the overhanging scaffold at the distortion facade of building is set up by the way of segmentation.
Step B: connecting rod is detachably connected between climbing type scaffold frame body and overhanging scaffold frame body, detachably
The preferred embodiment of connection is to be connected using scaffold clasp.
Step C: closed plate is connected with the bottom of climbing type scaffold frame body in overhanging scaffold frame body；In climbing type foot
Setting is cut with scissors for closing the turnover panel from wall gap, turnover panel and climbing type scaffold between hand cradle frame body and building floor platform 1
It connects.Setting is for close baffle from wall gap between overhanging scaffold frame body and building floor platform 1, baffle with hang
The formula scaffold of choosing is bolted.Connection or more two is respectively provided with inside the frame body of climbing type scaffold and overhanging scaffold
The steel ladder of a operation leveling.
Step D: connected in the upright bar in the outside in the outside and overhanging scaffold of climbing type scaffold frame body by fastener
The flat net window connecting rod of water receiving, net window connecting rod are equipped with net window connector, and net window connector includes annular clamping part, and net window connects
Fitting is sleeved in net window connecting rod by clamping part, and the connecting pin of the connection sheet of net window connector, will towards the outside of frame body
Close-network window is connected by the connecting pin of bolt and connection sheet, to realize that closed net window is fixed on the outside of frame body.
Embodiment two:
With only difference is that for implementation one: in step, as shown in Figure 1, the building above overhanging scaffold is vertical
When face is vertical facade, in the braced frame 2 of the top of overhanging scaffold connection climbing type scaffold, braced frame
2 bottom is welded with the upright bar bindiny mechanism 3 that can be sleeved on 4 top of upright bar of overhanging scaffold.In the upside of braced frame 2
The frame body of climbing type scaffold is set up, and sets up throwing support between the frame body of climbing type scaffold and building floor platform 1
Bar avoids the frame body of climbing type scaffold from toppling over.As shown in Figures 2 to 5, upright bar bindiny mechanism 3 includes outer sleeve 31 and inner sleeve
Cylinder 39, outer sleeve 31 is welded and fixed with braced frame 2, and inner sleeve 39 is located in outer sleeve 31 and is rotatably assorted with outer sleeve 31.
Block 34, the laterally setting of block 34 are provided on the inner wall of outer sleeve 31, the middle part of block 34 and the inner wall of outer sleeve 31 rotate
Connection；The surface of one end of block 34 is equipped with fixed block 33, and fixed block 33 and outer sleeve 31 weld, when block 34 and fixed block
33 when offseting, and block 34 is in the state parallel with the cross section of outer sleeve 31；The surface of the other end of block 34 is equipped with limit
Position block 37, limited block 37 along the cross section for being parallel to outer sleeve 31 and towards the direction of the axis of rotation position of block 34 with
Outer sleeve 31 is slidably connected；The upside of limited block 37 is provided with guide pad 38, and guide pad 38 is welded and fixed with outer sleeve 31, limit
Block 37 is slidably matched with guide pad 38；The lower section of limited block 37 is equipped with lateral pushing block 35, sets between pushing block 35 and limited block 37
There is the space for accommodating block 34, the one end of pushing block 35 far from limited block 37 is wedge shaped, is welded between pushing block 35 and limited block 37
Connecting rod is equipped with the space rotated for block 34 between fixed block 33 and limited block 37.Limited block 37 is back to the side of block 34
Spring 36 is equipped between outer sleeve 31.The side-wall outer side of inner sleeve 39 is welded with locating piece 391, the upper end of locating piece 391 with
The lower surface of block 34 offsets, and the lower end of locating piece 391 is wedge shaped.
Braced frame 2 first makes block 34 be in transverse state when the upright bar 4 with overhanging scaffold is attached, gear
One end of block 34 and the bottom of limited block 37 offset, and the locating piece 391 of inner sleeve 39 is located at the downside of block 34.At this point, will stand
In the upper end insertion inner sleeve 39 of bar, to realize support of the upright bar 4 of overhanging scaffold to braced frame 2.When needs are torn open
When except overhanging scaffold on the downside of climbing type scaffold, when removing the upright bar that overhanging scaffold is connect with braced frame 2,
First the sleeve couple 5 for the upright bar lower end connecting on overhanging scaffold with braced frame 2 is unclamped, then rotates upright bar, makes to stand
Bar drives inner sleeve 39 to rotate, as shown in fig. 6, the locating piece 391 on inner sleeve 39 pushes pushing block 35 mobile, drives pushing block 35
Limited block 37 is mobile towards the direction far from block 34 and finally separates with block 34, so that block 34 be made to lose the resistance of limited block 37
Gear is acted on and is rotated, and then, locating piece 391 can be moved vertically, move inner sleeve 39 vertically, and then make
Upright bar pushes up the movement of inner sleeve 39, and the lower end of upright bar is made to separate (the insertion upright bar i.e. in the middle part of sleeve couple with sleeve couple 5
In positioning column separated with upright bar), upright bar is taken out again out of inner sleeve 39 then, is realized the upright bar 4 of overhanging scaffold
With the separation of braced frame 2.To make the overhanging scaffold on the downside of climbing type scaffold when removing without to climbing type foot
Hand cradle is promoted, and the difficulty of dismounting is advantageously reduced, and improves the utilization rate of overhanging scaffold.
What has been described above is only an embodiment of the present invention, and the common sense such as well known specific structure and characteristic are not made herein in scheme
Excessive description.It, without departing from the structure of the invention, can be with it should be pointed out that for those skilled in the art
Several modifications and improvements are made, these also should be considered as protection scope of the present invention, these all will not influence what the present invention was implemented
Effect and patent practicability.The scope of protection required by this application should be based on the content of the claims, in specification
The records such as specific embodiment can be used for explaining the content of claim.
Claims (9)
1. the erection method with the outer protective scaffold of the building of distortion facade, which comprises the following steps:
Step A: installing fixed adhering supporter at the vertical facade of building, and branch is arranged in the lower section of adhering supporter
Support frame frame, the main frame for having guide rail is fixed in installation on the support frame, and keeps the guide rail of main frame and adhering supporter sliding
Dynamic connection, sets up climbing type scaffold frame body between adjacent main frame；Overhanging type is set up at the distortion facade of building
Scaffold, step are as follows: the rod of the fixed overhanging of installation at the top of floor is set up overhanging scaffold frame body on rod, hanged
It chooses and connects wall-connecting piece between formula scaffold and building；
Step B: connecting rod is detachably connected between climbing type scaffold frame body and overhanging scaffold frame body；
Step C: closed plate is connected with the bottom of climbing type scaffold frame body in overhanging scaffold frame body；
Step D: the connection close-network window in the outside in the outside and overhanging scaffold of climbing type scaffold frame body.
2. the erection method of the outer protective scaffold of the building with distortion facade according to claim 1, feature
Be: vertical go up of the overhanging scaffold at distortion facade is set up by the way of segmentation.
3. the erection method of the outer protective scaffold of the building with distortion facade according to claim 2, feature
It is: is provided with drawstring between the overhanging end of the rod of the overhanging scaffold and the building member above it.
4. the erection method of the outer protective scaffold of the building with distortion facade according to claim 3, feature
It is: is connected with the pressing plate with upright bar seat between the overhanging scaffold frame body and rod, pressing plate detachably connects with rod
It connects.
5. the erection method of the outer protective scaffold of the building with distortion facade according to claim 4, feature
It is: is equipped between the climbing type scaffold frame body and the floor platform of building for closing the turnover panel from wall gap.
6. the erection method of the outer protective scaffold of the building with distortion facade according to claim 5, feature
It is: is equipped with reinforced mesh, reinforced mesh at the operation layer of the overhanging scaffold frame body and climbing type scaffold frame body
It is detachably connected with frame body.
7. the erection method of the outer protective scaffold of the building with distortion facade according to claim 6, feature
It is: in the step D, net window connector, climbing type scaffold frame body and overhanging type foot is removably connected on close-network window
Net window connecting rod is removably connected on hand cradle frame body respectively, net window connector is detachably connected with net window connecting rod.
8. the erection method of the outer protective scaffold of the building with distortion facade according to claim 7, feature
Be: the net window connector includes the clamping part of annular, is fixedly connected with locating piece, locating piece along a tangential direction on clamping part
Side far from clamping part is fixedly connected with connection sheet, and one end that remotely located piece of connection sheet is the connecting pin connecting with net window,
Outside of the center line and locating piece of connecting pin perpendicular to and at the profile of buckle.
9. the erection method of the outer protective scaffold of the building with distortion facade according to claim 8, feature
It is: is removably connected with ladder on the climbing type scaffold frame body and overhanging scaffold frame body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910577801.7A CN110259088B (en) | 2019-06-28 | 2019-06-28 | Method for erecting external protection scaffold of building with twisted vertical face |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910577801.7A CN110259088B (en) | 2019-06-28 | 2019-06-28 | Method for erecting external protection scaffold of building with twisted vertical face |
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| Publication Number | Publication Date |
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| CN110259088A true CN110259088A (en) | 2019-09-20 |
| CN110259088B CN110259088B (en) | 2021-06-11 |
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| CN201910577801.7A Active CN110259088B (en) | 2019-06-28 | 2019-06-28 | Method for erecting external protection scaffold of building with twisted vertical face |
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Cited By (4)
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|---|---|---|---|---|
| CN111005547A (en) * | 2019-12-31 | 2020-04-14 | 广东省第一建筑工程有限公司 | Construction method of external scaffold with two-way twist staggered floor vertical face |
| CN113107178A (en) * | 2021-04-26 | 2021-07-13 | 中国五冶集团有限公司 | Outer frame for construction of outer wall enclosure wall of industrial factory building |
| CN114000695A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Scaffold for supporting multilayer concrete structure and mounting method thereof |
| CN114046038A (en) * | 2021-10-29 | 2022-02-15 | 中建八局西南建设工程有限公司 | Wall connecting piece for building scaffold |
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| CN208518310U (en) * | 2018-07-10 | 2019-02-19 | 宁夏天鹰同创建筑技术有限公司 | All steel type attachment type raise scaffold |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005547A (en) * | 2019-12-31 | 2020-04-14 | 广东省第一建筑工程有限公司 | Construction method of external scaffold with two-way twist staggered floor vertical face |
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| CN113107178A (en) * | 2021-04-26 | 2021-07-13 | 中国五冶集团有限公司 | Outer frame for construction of outer wall enclosure wall of industrial factory building |
| CN114000695A (en) * | 2021-10-18 | 2022-02-01 | 西安安德固模架工程有限公司 | Scaffold for supporting multilayer concrete structure and mounting method thereof |
| CN114046038A (en) * | 2021-10-29 | 2022-02-15 | 中建八局西南建设工程有限公司 | Wall connecting piece for building scaffold |
| CN114046038B (en) * | 2021-10-29 | 2022-11-15 | 中建八局西南建设工程有限公司 | Wall connecting piece for erecting scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110259088B (en) | 2021-06-11 |
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