CN110080516A - Attachment type raise scaffold wall-attached supporting seat installation method - Google Patents
Attachment type raise scaffold wall-attached supporting seat installation method Download PDFInfo
- Publication number
- CN110080516A CN110080516A CN201910502472.XA CN201910502472A CN110080516A CN 110080516 A CN110080516 A CN 110080516A CN 201910502472 A CN201910502472 A CN 201910502472A CN 110080516 A CN110080516 A CN 110080516A
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- CN
- China
- Prior art keywords
- wall
- scaffold
- support
- pipe
- supporting seat
- 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
- 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
Abstract
Attachment type raise scaffold wall-attached supporting seat installation method belongs to scaffold mounting technique field.Include the following steps: step 1) wall line setting and complete the reinforcing bar binding of wall, insulation board (2) then are installed；Step 2 opens up the preformed hole for passing through component through walls according to the position of scaffold support (4) on insulation board (2)；Pre-buried tube assembly is fixedly connected by step 3) with reinforcing bar；Step 4) installs wall form；Step 5) casting concrete, after the concrete has set form removal；Step 6) installs support tube (10) and shear wall built-in pipe (11)；Through-wall bolt is passed through support tube (10) and shear wall built-in pipe (11) and fixed afterwards with scaffold support (4) by step 7).This attachment type raise scaffold wall-attached supporting seat installation method is effectively protected attachment type raise scaffold support concrete cover during using and peace is torn open and is not destroyed.
Description
Technical field
Attachment type raise scaffold wall-attached supporting seat installation method belongs to scaffold mounting technique field.
Background technique
In residential project work progress, exterior-wall heat insulation construction is usually that insulation board is pasted on the outside of exterior wall, and insulation board is by resistance to
Long property limitation, quality control on construction is bad, is easy to fall off, and also influences outer wall decorative effect, with the development of technology with technique
It improves, residential project exterior-wall heat insulation more and more uses composite self-insulation system.Self-insulating composite external wall " is mixed since it is used
The sandwich type structural of solidifying soil shear wall+insulation board+concrete cover ", the service life of exterior-wall heat insulation are greatly improved, save
Energy effect has also obtained big improvement.When In High-Rise Building Construction, exterior protection more and more uses attachment type raise scaffold,
But adhesion type climbing scaffold wall-attached supporting seat need to be fixed on balcony exterior wall or beam, due to the sandwich knot of self-insulating composite external wall
Structure, intermediate insulating layer are a soft layer, and big horizontal force action cannot be born by resulting in the concrete cover outside insulating layer,
In scaffold installation, meeting concrete cover is damaged.
Summary of the invention
It can be to concrete protective the technical problem to be solved by the present invention is overcoming the deficiencies of the prior art and provide one kind
Layer is protected, and scaffold support is avoided to install the attachment type raise scaffold wall-attached supporting seat that concrete cover damages
Method.
The technical solution adopted by the present invention to solve the technical problems is: attachment type raise scaffold wall-attached supporting seat installation
Method, it is characterised in that: mounting structure includes the scaffold support of wall and wall side, is provided on wall through wall
Pre-buried tube assembly, each scaffold support, which passes through the through-wall bolt being arranged in pre-buried tube assembly, to be fixed, scaffold support
The pre-buried tube assembly of downside includes shear wall built-in pipe and support tube, and support tube is arranged in shear wall built-in pipe and scaffold branch
Between seat, the support tube one end docking row adjacent with shear wall built-in pipe is at the wall-through hole for running through wall；
Include the following steps:
Step 1) setting wall line setting and the reinforcing bar binding for completing wall, then install insulation board；
Step 2 opens up the preformed hole for passing through component through walls according to the position of scaffold support on insulation board；
Pre-buried tube assembly is fixedly connected by step 3) with reinforcing bar；
Step 4) installs wall form；
Step 5) casting concrete, after the concrete has set form removal；
Step 6) installs support tube and shear wall built-in pipe；
Step 7) fixes through-wall bolt after support tube and shear wall built-in pipe with scaffold support, completes scaffold support
Installation.
Preferably, the concrete protective that wall described in step 1) is set gradually along the direction far from scaffold support
Layer, insulation board and concrete shear force wall, reinforcing bar are bound in side of the insulation board far from scaffold support.
Preferably, each corresponding two preformed holes of the scaffold support in step 2, two preformed holes are in vertical side
Interval setting upwards.
Preferably, the outer diameter of the shear wall built-in pipe is less than the outer diameter of support tube, shear wall built-in pipe and support tube
Between pass through reducer union dock.
Preferably, it is arranged with casing outside the support tube, casing is pvc pipe.
Preferably, the shear wall built-in pipe is pvc pipe.
Preferably, the pre-buried tube assembly further includes backing plate, and backing plate is arranged in support tube and corresponding scaffold support
Between, backing plate is bonded close to the side of wall with wall.
Preferably, threaded hole is provided in the middle part of the backing plate, outer wall of the support tube close to one end of backing plate is provided with
Screw thread is connected between backing plate and support tube by screw thread.
Compared with prior art, the present invention has the beneficial effects that
1, pass through support tube for horizontal pressure force after the through-wall bolt fastening of this attachment type raise scaffold wall-attached supporting seat installation method
It is transmitted to side of the wall far from scaffold support, is being used and peace was torn open so that attachment type raise scaffold support is effectively protected
Concrete cover is not destroyed in journey, successfully solves installation attachment type raise scaffold branch on the compound concrete exterior wall of self-heat conserving
The problem of seat.
2, steel-bar arrangement is in the side of concrete shear force wall, so as to play humidification to concrete shear force wall, mixes
Solidifying protective soil layer controls its thickness by the locating piece being arranged on insulating layer.
3, corresponding two preformed holes of each scaffold support, and fixed by upper and lower two through-wall bolts, it ensure that foot
Hand cradle support firmly installs, and ensure that the mounting stability of scaffold support.
4, it is provided with reducer union between shear wall built-in pipe and support tube, can be risen in shear wall built-in pipe and support tube
To good position-limiting action, be capable of forming after the completion of walls concrete pours mid diameter greatly with the cavity knot of both ends diameter
Structure, force transferring structure are good；Backing plate is arranged between support tube and corresponding scaffold support, and backing plate is close to the side of scaffold support
Concordant with wall, the horizontal power transmission of scaffold support works well, avoid heat preservation outside concrete cover be stressed directly and
Generate destruction.
5, casing is arranged with outside support tube, and casing is PVC material, facilitates pair of support tube Yu shear wall built-in pipe
It connects.
6, shear wall built-in pipe is pvc pipe, easy to process and at low cost.
7, support tube end has backing plate, is connected between backing plate and support tube by screw thread, facilitates backing plate and support tube
With with adjustment, strong applicability.
Detailed description of the invention
Fig. 1 is the main view schematic cross-sectional view of attachment type raise scaffold wall-attached supporting seat mounting structure.
Fig. 2 main view schematic cross-sectional view of pre-buried tube assembly in conjunction with wall under being.
The main view schematic cross-sectional view of Fig. 3 pre-buried tube assembly under being.
Fig. 4 is main view schematic cross-sectional view of the upper pre-buried tube assembly in conjunction with wall.
In figure: 1, concrete shear force wall 2, insulation board 3, concrete cover 4, scaffold support 5, lower through-wall bolt
6, upper through-wall bolt 7, casing 8, reducer union 9, backing plate 10, support tube 11, shear wall built-in pipe 12, upper built-in pipe.
Specific embodiment
Fig. 1 ~ 4 are highly preferred embodiment of the present invention, and 1 ~ 4 the present invention will be further described with reference to the accompanying drawing.
Attachment type raise scaffold wall-attached supporting seat mounting structure as shown in Figure 1:, including wall and setting are in wall side
Scaffold support 4, each scaffold support 4 removably connected by the through-wall bolt for being arranged in upper and lower two sides with wall
It connects, through-wall bolt is detachably arranged in the pre-buried tube assembly on wall, and the pre-buried tube assembly of 4 downside of scaffold support includes
Shear wall built-in pipe 11 and support tube 10, support tube 10 are arranged between shear wall built-in pipe 11 and scaffold support 4, support
It docks and runs through wall setting in the one end adjacent with shear wall built-in pipe 11 of pipe 10.This attachment type raise scaffold wall-attached supporting seat peace
Horizontal pressure force is transmitted to by side of the wall far from scaffold support 4 by support tube 10 after the through-wall bolt fastening of assembling structure,
It is not destroyed so that the concrete cover 3 during using and peace is torn open of attachment type raise scaffold support 4 is effectively protected, success
Ground solves the problems, such as to install attachment type raise scaffold support 4 on the compound concrete exterior wall of self-heat conserving.
The right side of wall is arranged in scaffold support 4, and wall successively includes concrete shear force wall 1, insulation board 2 from left to right
And the right side of concrete cover 3 is arranged in concrete cover 3, scaffold support 4.
Each scaffold support 4 is removably connect by two through-wall bolts with wall, and each scaffold support 4
Corresponding two through-wall bolts are spaced setting in the vertical direction, and the through-wall bolt positioned at 4 top of scaffold support is above to wear
Wall screw 6, the through-wall bolt positioned at 4 lower part of scaffold support are lower through-wall bolt 5, are provided on wall through wall setting
Pre-buried tube assembly, the pre-buried tube assembly matched with upper through-wall bolt 6 are upper pre-buried tube assembly, are matched with lower through-wall bolt 5
Pre-buried tube assembly be under pre-buried tube assembly, upper pre-buried tube assembly and under pre-buried tube assembly run through wall setting.
As shown in Fig. 2 ~ 3: under component through walls include support tube 10 and shear wall built-in pipe 11, shear wall built-in pipe 11 is
Pvc pipe, shear wall built-in pipe 11 are arranged in concrete shear force wall 1, and support tube 10 is steel pipe, and support tube 10 and shear wall are pre-buried
Pipe 11 is coaxially disposed, and is arranged through wall, and support tube 10 is arranged in shear wall built-in pipe 11 and corresponding scaffold support 4
Between, the internal diameter of support tube 10 is greater than the internal diameter of shear wall built-in pipe 11, and the outer diameter of support tube 10 is greater than shear wall built-in pipe 11
Outer diameter.Casing 7 is arranged with outside support tube 10, casing 7 is pvc pipe.
It is connected between casing 7 and shear wall built-in pipe 11 by reducer union 8, one end of reducer union 8 is set in shearing
Outside wall built-in pipe 11, the other end is arranged outside casing 7.Reducer union 8 is PVC reducer union, is facilitated and casing 7 and shear wall
The docking of built-in pipe 11.
In the present embodiment, the internal diameter of support tube 10 is 36mm, and outer diameter 46mm, the outer diameter of casing 7 is 50mm, shear wall
The outer diameter of built-in pipe 11 is 40mm.The axial length of reducer union 8 is 65mm.
Under component through walls further include backing plate 9, backing plate 9 is square plate, and the middle part of backing plate 9 is provided with threaded hole, support tube
10 right end outer wall is provided with screw thread, and the right end of support tube 10 is protruded into the threaded hole of backing plate 9 and is threadedly coupled with backing plate 9, covers
The right end of pipe 7 is supported on the left side of backing plate 9, and the left side of backing plate 9 is bonded with the right side of concrete cover 3.Support tube 10 and pad
Plate 9 is threadedly coupled, convenient for disassembly and assembly, and can guarantee that the right end of support tube 10 is concordant with the right side of backing plate 9, additionally it is possible to make casing 7
It is combined with support tube 10 stronger.
Lower through-wall bolt 5 is removably arranged under in pre-buried tube assembly, and wall is stretched out at the both ends of lower through-wall bolt respectively
The corresponding side of body, lower through-wall bolt 5 pass through nut and the corresponding removably connection of scaffold support 4.
As shown in Figure 4: upper pre-buried tube assembly is upper built-in pipe 12, and upper built-in pipe 12 is pvc pipe, upper through-wall bolt 6 can
The setting of disassembly is in upper built-in pipe 12, and the wall setting of respective side, upper spiral shell through walls are stretched out in the both ends of upper through-wall bolt 6 respectively
Bolt 6 passes through nut and the corresponding removably connection of scaffold support 4.
The structure of upper pre-buried tube assembly can also under the structure of pre-buried tube assembly it is identical.
Attachment type raise scaffold wall-attached supporting seat installation method includes the following steps:
Step 1) wall line setting and the reinforcing bar binding for completing wall, then install insulation board 2；
Wall is successively poured according to the height of floor, after the completion of the concreting of lower layer, is sequentially completed concrete shear force wall 1
Line setting and reinforcing bar binding, formed bar frame.Reinforcing bar binding is completed and after acceptance(check), by insulation board 2 according to pre-
Fixed mode is installed in place, and the fine tuning after insulation board 2 is in place is padded the upper lumps of wood on insulation board 2, then tapped with iron hammer, must not
Directly agitate or strike bar frame.
Step 2 opens up the preformed hole for passing through component through walls according to the position of scaffold support 4 on insulation board 2；
According to the position plane figure of attaching scaffold support 4, the position of scaffold support 4 is identified on floor, is fallen with line
Messenger wire, which hangs down, to be surveyed to the position of pre-buried tube assembly on concrete shear force wall 1, while being copied with level and meter ruler and being measured pre-buried tube assembly
The central axes of horizontal direction finish its position according to the central axes of determining pre-buried tube assembly on insulation board 2, cut steel mesh
The steel wire that tube assembly position of opening is reserved on frame, then will open up preformed hole with electric drill and hole making drill on insulation board 2.
Pre-buried tube assembly is fixedly connected by step 3) with reinforcing bar；
When pre-buried tube assembly is installed, the rectangular positioning bar of the reinforcement fabrication for being first 8mm with diameter.By upper built-in pipe 12 pass through with
The corresponding preformed hole in 4 top of scaffold support, and upper built-in pipe 12 is fixed with bar frame.Under pre-buried tube assembly installing
When, first casing 7 is fixedly connected with shear wall built-in pipe 11 by reducer union 8, support tube 10 and backing plate 9 are not installed at this time,
One end of the casing 7 of pre-buried tube assembly passes through corresponding preformed hole on insulation board 2 by under, and makes the big end end face of reducer union 8
It is supported on side of the insulation board 2 far from scaffold support 4, then pre-buried tube assembly is fixed with bar frame by under, pre- under completion
The installation of pipe laying component and upper built-in pipe 12 is fixed.
Upper built-in pipe 12 pre-buried tube assembly under is placed on positioning bar, detects upper 12 He of built-in pipe with level and meter ruler
Under pre-buried tube assembly horizontal absolute altitude, error be less than or equal to 2mm, otherwise adjust positioning bar make built-in pipe 12 and lower built-in pipe
Module position is accurate；Built-in pipe 12 and lower built-in pipe group at survey of hanging down are fallen according to the graticule of the scaffold support 4 on floor line
The central axes of part vertical direction, pre-buried tube assembly two sides bind vertical positioning bar under, pass through the vertical central axes measured lower pre-
The center of circle in the section of pipe laying component, error are less than or equal to 2mm.
After the completion of built-in pipe correction, with reinforcing bar tie up silk by positioning bar respectively with bar frame and upper built-in pipe 12 and lower pre-
The binding of pipe laying component is secured.In order to avoid concrete flows into pre-buried tube assembly when casting concrete, usually make pre-buried tube assembly
It is appropriate to increase, it is cut off after template to be removed.
Step 4) installs wall form；
In side of the insulation board far from bar frame, i.e., close to scaffold support 4 side bind positioning, then by template according to
Template is hung to installation site by the erection sequence that wall is indulged after first cross wall, is adjusted in place template by wall line with crowbar.It installs through walls
Bolt makes mold plate verticality be deteriorated and is less than 2mm, and horizontal absolute altitude deviation is less than 2mm, and hanging wire adjustment template is suitable for reading, keeps wound suitable
Straight deviation is less than 2mm, then tightens through-wall bolt.
Foundation is sealed with L50x50x4 angle bar on the inside of wall, prevents rotten of the foot of a wall portion.Wall outer side joint part, from connecing stubble position
The reserved bolt for reinforcing upper wall template of downward 100mm is set, effectively rise mould, upper and lower walls joint part mistake for prevention wall root
The generation of phenomena such as platform.I.e. far from the side of scaffold support 4 on the inside of wall, the outside of wall is close to scaffold support 4
Side.
Step 5) casting concrete, after the concrete has set form removal；
After the completion of formwork reinforcement, is poured with tower crane lifting self-compacting concrete by hopper, concrete should be controlled when pouring
The harmony of water velocity observes two sides concrete pulp noodle height difference in time；When casting concrete protective layer 3, using small-sized portable
Formula vibrator is attached to vibration and rubber hammer auxiliary in the template close to concrete cover 3 and beats, can be used when necessary reinforcing bar into
Row uniformly plugs and pounds；Casting concrete shear wall 1 carries out internal vibration using vibrator.
It, can form removal after concrete strength can guarantee that its surface and corner angle are not damaged because of form removal.It removes
Template should first unload through-wall bolt, tilt backwards template and be detached from wall.When paying attention to form removable, can gently it be prized with crowbar
Mouth under moving template, must not mouth agitates template on the wall and sledgehammer pounds template.Template is hung to storage place, it is necessary to put surely, keep certainly
Steady angle is in 75 °~80 ° and clears up plate face, brushing release agent in time.
After the completion of demoulding, pre-buried tube assembly is cleared up, especially pays attention to the reducer union 8 of pre-buried tube assembly under cleaning
Faulting of slab ends position, is blown clean with hair dryer when necessary.
Step 6) install support tube 10 and with shear wall built-in pipe 11；
Before scaffold support 4 is installed, after first detection built-in pipe position is correct, then support tube 10 is inserted into casing 7 as top
Bushing pipe is supportted, support tube 10 is seamless steel pipe, and 10 main function of support tube is after bolt fastening by shoring bushing pipe for horizontal pressure force
It is transmitted on concrete shear force wall 1, effectively to avoid attaching scaffold support 4 from protecting during using and peace is torn open to concrete
Sheath 3 destroys, and backing plate 9 is then installed on support tube 10.
Step 7) is fixed with scaffold support 4 after support tube 10 and shear wall built-in pipe 11 by through-wall bolt, completes
The installation of scaffold support 4；
When scaffold support 4 is installed, pacify after wall-attached supporting seat screw bolt is passed through support tube 10 and shear wall built-in pipe 11
In reserved aperture member, wall installs flat bolster, pre-load nut far from the side of scaffold support 4；Wall is close to scaffold
The side installation guide part and outer backing plate, the center line of pre-buried tube assembly of support 4 are aligned with guide part and reserved opening center line, water
Flat deviation is less than or equal to 10mm.Guide part and the necessary sturdy wall of backing plate 9, can tighten through-wall bolt, nut, nut must later
It must tighten, forbid loosening.
The above described is only a preferred embodiment of the present invention, being not that the invention has other forms of limitations, appoint
What those skilled in the art changed or be modified as possibly also with the technology contents of the disclosure above equivalent variations etc.
Imitate embodiment.But without departing from the technical solutions of the present invention, according to the technical essence of the invention to above embodiments institute
Any simple modification, equivalent variations and the remodeling made, still fall within the protection scope of technical solution of the present invention.
Claims (8)
1. attachment type raise scaffold wall-attached supporting seat installation method, it is characterised in that: mounting structure includes wall and wall one
The scaffold support (4) of side is provided with the pre-buried tube assembly through wall on wall, and each scaffold support (4) is by setting
The through-wall bolt set in pre-buried tube assembly is fixed, and the pre-buried tube assembly on the downside of scaffold support (4) includes shear wall built-in pipe
(11) and support tube (10), support tube (10) are arranged between shear wall built-in pipe (11) and scaffold support (4), support tube
(10) row is docked into the wall-through hole for running through wall in one end adjacent with shear wall built-in pipe (11)；
Include the following steps:
Step 1) wall line setting and the reinforcing bar binding for completing wall, then install insulation board (2)；
Step 2 opens up the preformed hole for passing through component through walls according to the position of scaffold support (4) on insulation board (2)；
Pre-buried tube assembly is fixedly connected by step 3) with reinforcing bar；
Step 4) installs wall form；
Step 5) casting concrete, after the concrete has set form removal；
Step 6) installs support tube (10) and shear wall built-in pipe (11)；
Through-wall bolt is passed through support tube (10) and shear wall built-in pipe (11) and fixed afterwards with scaffold support (4) by step 7), complete
At the installation of scaffold support (4).
2. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1, it is characterised in that: in step 1)
Concrete cover (3) that the wall is set gradually along the direction far from scaffold support (4), insulation board (2) and mixed
Solidifying soil shear wall (1), reinforcing bar binding is in the side of insulation board (2) far from scaffold support (4).
3. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1, it is characterised in that: in step 2
Each corresponding two preformed holes of the scaffold support (4), two preformed holes are spaced setting in the vertical direction.
4. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1, it is characterised in that: described cuts
The outer diameter of power wall built-in pipe (11) is less than the outer diameter of support tube (10), passes through between shear wall built-in pipe (11) and support tube (10)
Reducer union (8) docking.
5. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1 or 4, it is characterised in that: described
Support tube (10) outside be arranged with casing (7), casing (7) be pvc pipe.
6. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1 or 4, it is characterised in that: described
Shear wall built-in pipe (11) be pvc pipe.
7. attachment type raise scaffold wall-attached supporting seat installation method according to claim 1, it is characterised in that: described is pre-
Pipe laying component further includes backing plate (9), and backing plate (9) is arranged between support tube (10) and corresponding scaffold support (4), backing plate
(9) it is bonded close to the side of wall with wall.
8. attachment type raise scaffold wall-attached supporting seat installation method according to claim 7, it is characterised in that: the pad
Be provided with threaded hole in the middle part of plate (9), outer wall of the support tube (10) close to the one end of backing plate (9) is provided with screw thread, backing plate (9) with
It is connected between support tube (10) by screw thread.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910502472.XA CN110080516B (en) | 2019-06-11 | 2019-06-11 | Method for mounting wall-attached support of attached lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910502472.XA CN110080516B (en) | 2019-06-11 | 2019-06-11 | Method for mounting wall-attached support of attached lifting scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110080516A true CN110080516A (en) | 2019-08-02 |
| CN110080516B CN110080516B (en) | 2021-06-08 |
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ID=67424012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910502472.XA Active CN110080516B (en) | 2019-06-11 | 2019-06-11 | Method for mounting wall-attached support of attached lifting scaffold |
Country Status (1)
| Country | Link |
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| CN (1) | CN110080516B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111844426A (en) * | 2020-07-14 | 2020-10-30 | 中天建设集团有限公司 | Prefabricated outer wall embedded with triangular cantilever mounting structure and manufacturing and mounting method thereof |
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| CN2853977Y (en) * | 2005-12-13 | 2007-01-03 | 北京市建筑工程研究院 | Wall sleeve type attaching device of reused lifting scaffold |
| CN103821333A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Construction method for overhung scaffold with detachable triangular supports |
| CN203808490U (en) * | 2014-02-18 | 2014-09-03 | 刘建康 | Outdoor object suspension device for assembly house |
| CN105332516A (en) * | 2015-11-25 | 2016-02-17 | 中建七局(上海)有限公司 | Installation method of combined positioning devices of overhung heavy frame |
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| JP6103685B2 (en) * | 2012-11-06 | 2017-03-29 | 有限会社エラン | Exterior wall protector for temporary scaffolding support device |
| CN207568184U (en) * | 2017-11-28 | 2018-07-03 | 蒋红卫 | Biconial through-wall bolt casing |
| CN207620351U (en) * | 2017-12-14 | 2018-07-17 | 北京城建六建设集团有限公司 | A kind of attachment type raise scaffold |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1208676A (en) * | 1958-11-17 | 1960-02-25 | Adjustable console for building construction work | |
| CN2853977Y (en) * | 2005-12-13 | 2007-01-03 | 北京市建筑工程研究院 | Wall sleeve type attaching device of reused lifting scaffold |
| JP6103685B2 (en) * | 2012-11-06 | 2017-03-29 | 有限会社エラン | Exterior wall protector for temporary scaffolding support device |
| CN203808490U (en) * | 2014-02-18 | 2014-09-03 | 刘建康 | Outdoor object suspension device for assembly house |
| CN103821333A (en) * | 2014-02-27 | 2014-05-28 | 中天建设集团有限公司 | Construction method for overhung scaffold with detachable triangular supports |
| CN105332516A (en) * | 2015-11-25 | 2016-02-17 | 中建七局(上海)有限公司 | Installation method of combined positioning devices of overhung heavy frame |
| CN205777443U (en) * | 2016-05-24 | 2016-12-07 | 中铁五局集团建筑工程有限责任公司 | A kind of straight screw sleeve interconnection system rigid connecting tube |
| CN207568184U (en) * | 2017-11-28 | 2018-07-03 | 蒋红卫 | Biconial through-wall bolt casing |
| CN207620351U (en) * | 2017-12-14 | 2018-07-17 | 北京城建六建设集团有限公司 | A kind of attachment type raise scaffold |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111844426A (en) * | 2020-07-14 | 2020-10-30 | 中天建设集团有限公司 | Prefabricated outer wall embedded with triangular cantilever mounting structure and manufacturing and mounting method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110080516B (en) | 2021-06-08 |
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