CN108179871A - A kind of detachable scaffold wall connecting piece structure and its construction method - Google Patents
A kind of detachable scaffold wall connecting piece structure and its construction method Download PDFInfo
- Publication number
- CN108179871A CN108179871A CN201711281171.6A CN201711281171A CN108179871A CN 108179871 A CN108179871 A CN 108179871A CN 201711281171 A CN201711281171 A CN 201711281171A CN 108179871 A CN108179871 A CN 108179871A
- Authority
- CN
- China
- Prior art keywords
- linkage
- wall
- connecting piece
- piece structure
- clamp device
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- 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
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of detachable scaffold wall connecting piece structure and its construction method, the wall-connecting piece structure includes pre-buried clamp device and linkage；The pre-buried clamp device is made of plastics, and end is circular cavity pedestal (1), and front end is rectangular cavity conduit (2), rectangular cavity conduit (2) the both sides setting stiffened panel (3)；The linkage is welded with the steel pipe (8) of high-strength outer silk connecting rod (4) for end, the high-strength outer silk connecting rod (4) is equipped with fastening nut (5), and high-strength outer silk connecting rod (4) end is welded with fastening reinforcing bar (7).The present invention forms wall-connecting piece using detachable scaffold wall connecting piece structure so that wall-connecting piece assembling and disassembling facilitates, and turnover utilizes, reserved sealing hole is easy, and structure is not had an impact；And a large amount of artificial and materials can be saved, and it reduces urban construction rubbish and generates, environmental protection；Increase wall water resistance, utterly destroy leakage.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to a kind of detachable scaffold wall connecting piece structure and its construction party
Method.
Background technology
Construction land resource is in short supply and deficient and modern urban construction development need, scaffold are still generally using, even wall
Part is the main detailing requiments of scaffold.And the way specification of wall-connecting piece, atlas cause steel generally using the pre-buried way of steel pipe
Pipe is embedded in the inside after concrete has been poured, and can only can not also be reused by cutting method, surplus material, cause material serious
Waste.Or wall-connecting piece position is still to reserve very big position when having brick building wall, it is follow-up that block repairing be even more that waste is very big
Human and material resources, financial resources, quality cannot be guaranteed, and have leakage or cracking hidden danger.
Invention content
Goal of the invention：The defects of in order to overcome the prior art, provide a kind of detachable scaffold wall connecting piece structure and its
Construction method so that assembling and disassembling facilitates, and increases wall water resistance, utterly destroys leakage, and can save a large amount of artificial
And material, it reduces urban construction rubbish and generates.
Technical solution：A kind of detachable scaffold wall connecting piece structure, including pre-buried clamp device and linkage；It is described pre-
It buries clamp device to be made of plastics, end is circular cavity pedestal, and the circular cavity pan frontward end is that rectangular cavity is led
Pipe, the rectangular cavity conduit both sides set stiffened panel；The linkage is welded with the steel of high-strength outer silk connecting rod for end
Pipe, the high-strength outer silk connecting rod are equipped with fastening nut, and the high-strength outer silk interlinking lever end is welded with fastening reinforcing bar.
Preferably, the outer diameter of the circular cavity pedestal of the pre-buried clamp device is 70mm, it is highly 30mm, wall thickness is
3mm；
Preferably, the length of the rectangular cavity conduit is 70mm, width 70mm, it is highly 25mm, wall thickness is
3mm；
Preferably, the stiffened panel of the rectangular cavity conduit both sides setting is triangle, wall thickness is 3mm.
Preferably, one end that the steel pipe is welded with high-strength outer silk connecting rod is solid construction, the length of solid construction is
100mm；Remaining is hollow pipe, outer diameter 48mm, wall thickness 3mm；A diameter of 20mm of the high-strength outer silk connecting rod, length are
200~250mm, the solid construction firm welding with the steel pipe；The high-strength outer silk connecting rod and the rectangular cavity conduit
It is fastened by fastening nut；
Preferably, the fastening reinforcing bar be a diameter of 20mm for being vertically welded in the high-strength outer silk interlinking lever end, it is total
Length is the strength round steel tensile resistance rod of 60mm.
Preferably, so the total length L of the linkage=scaffold width+scaffold is filled from wall width+connecting rod
Put the length for stretching into the exposed scaffold of length+linkage within the walls；The linkage stretch within the walls length be 100mm, institute
The length for stating the exposed scaffold of linkage is 100mm；
Preferably, the detachable scaffold wall connecting piece structure further includes gasket；The gasket is arranged on the fastening
Between nut and the rectangular cavity conduit, the gasket internal diameter is 22mm, outer diameter 50mm, thickness 3mm.
The invention also discloses the construction methods of detachable scaffold wall connecting piece structure, include the following steps：
(1) the pre-buried clamp device is positioned：Before concrete is poured, spacing is required according to arrangement and method for construction, it will be described pre-buried tight
It is fixedly mounted with the position put and carries out unwrapping wire positioning, it is ensured that its position is corresponding with external scaffold upright rod and in same fore-and-aft plane
It is interior；
(2) it is fixed to reinforce the pre-buried clamp device：By the opening of the rectangular cavity conduit of the pre-buried clamp device
Secured with the winding sealing of wide adhesive tape, prevention sundries enters；The rectangular cavity conduit mouth is placed horizontally according to position location
In shear wall or Vierendeel girder (100~200mm under floor elevation), it is close to external mold plate face, then with fine steel rib welded mesh by described in
Pre-buried clamp device fix in position；
(3) pour wall column beam slab concrete, sent in casting process special messenger keep an eye on the pre-buried clamp device whether deviation or
It destroys, correction in time such as occurs or replaces；
(4) after concrete reaches 2.5MPa, wall column beam slab side template is removed, then by the rectangular cavity conduit
The wide adhesive tape of opening sealing is removed；
(5) linkage is installed：The fastening reinforcing bar of the linkage end is aligned the rectangular cavity to lead
The opening of pipe extend into bottom, is then rotated by 90 ° the linkage, then by the linkage fastener and external scaffolding
It reinforces in place, the gasket on the high-strength outer silk connecting rod against exterior wall and is then tightened into the fastening nut.
(6) it when removing, only needs first to remove the fastener of linkage described in external connection, loosens the fastening nut, it will
The linkage is rotated by 90 °, then is removed along rectangular cavity conduit.
Beneficial effects of the present invention：The present invention forms wall-connecting piece using detachable scaffold wall connecting piece structure so that even wall
Part assembling and disassembling facilitates, and turnover utilizes, reserved sealing hole is easy, and structure is not had an impact；And it can save a large amount of
Artificial and material reduces urban construction rubbish and generates, environmental protection；Increase wall water resistance, utterly destroy leakage.
Description of the drawings
Fig. 1 is the positive structure schematic of detachable scaffold wall connecting piece constructive embodiment of the invention；
Fig. 2 is the top plan view of the embodiment of the pre-buried clamp device of detachable scaffold wall connecting piece structure of the invention；
Fig. 3 is the left view of the embodiment of the pre-buried clamp device of detachable scaffold wall connecting piece structure of the invention；
Fig. 4 is the scheme of installation of detachable scaffold wall connecting piece constructive embodiment of the invention.
In figure, 1- circular cavity pedestals, 2- rectangular cavity conduits, 3- stiffened panels, the high-strength outer silk connecting rods of 4-, 5- fastening spiral shells
Cap, 6- gaskets, 7- fastening reinforcing bars, 8- steel pipes, 9- solid constructions, 10- shear walls or Vierendeel girder, 11- scaffolds.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, it is right in the following with reference to the drawings and specific embodiments
The present invention is described in detail.
Embodiment：
As shown in Figure 1, a kind of detachable scaffold wall connecting piece structure, including pre-buried clamp device and linkage；It is described
Pre-buried clamp device is made of plastics, and end is circular cavity pedestal 1, and 1 front end of circular cavity pedestal is rectangle sky
Cavities conduit pipe 2,2 both sides of rectangular cavity conduit set stiffened panel 3；The linkage is welded with high-strength outer silk for end and connects
The steel pipe 8 of bar 4, the high-strength outer silk connecting rod 4 are equipped with fastening nut 5, and high-strength outer 4 end of silk connecting rod is welded with fastening steel
Muscle 7.
One end that the steel pipe 8 is welded with high-strength outer silk connecting rod 4 is solid construction 9, and the length of solid construction 9 is 100mm；
Remaining is hollow pipe, outer diameter 48mm, wall thickness 3mm；A diameter of 20mm of the high-strength outer silk connecting rod 4, length for 200~
250mm, 9 firm welding of solid construction with the steel pipe 8；The high-strength outer silk connecting rod 4 is logical with the rectangular cavity conduit 2
Fastening nut 5 is crossed to fasten；
The fastening reinforcing bar 7 is to be vertically welded in a diameter of 20mm, the total length of high-strength outer 4 end of silk connecting rod to be
The strength round steel tensile resistance rod of 60mm.
The detachable scaffold wall connecting piece structure further includes gasket 6；The gasket 6 be arranged on the fastening nut 5 with
Between the rectangular cavity conduit 2,6 internal diameter of gasket is 22mm, outer diameter 50mm, thickness 3mm.
As shown in Figure 2,3, the outer diameter of the circular cavity pedestal 1 of the pre-buried clamp device is 70mm, is highly 30mm, wall
Thickness is 3mm；
The length of the rectangular cavity conduit 2 is 70mm, width 70mm, is highly 25mm, wall thickness 3mm；
The stiffened panel 3 of 2 both sides of the rectangular cavity conduit setting is triangle, and wall thickness is 3mm.
As shown in figure 4, the total length L of the linkage=scaffold width+scaffold is stretched from wall width+linkage
Enter the length of the exposed scaffold of length+linkage within the walls；The linkage stretch within the walls length be 100mm, the company
The length of the exposed scaffold of lever apparatus is 100mm.
The invention also discloses the construction methods of detachable scaffold wall connecting piece structure, include the following steps：
1) the pre-buried clamp device is positioned：Before concrete is poured, spacing is required according to arrangement and method for construction, by the pre-buried fastening
The position of device carries out unwrapping wire positioning, it is ensured that its position is corresponding with external scaffold upright rod and in same fore-and-aft plane；
2) it is fixed to reinforce the pre-buried clamp device：By the opening of the rectangular cavity conduit 2 of the pre-buried clamp device
Secured with the winding sealing of wide adhesive tape, prevention sundries enters；The rectangular cavity conduit 2 is placed horizontally according to position location and is cut
In power wall or Vierendeel girder (100~200mm under floor elevation), it is close to external mold plate face, it then will be described pre- with fine steel rib welded mesh
Bury clamp device fix in position；
3) pour wall column beam slab concrete, sent in casting process special messenger keep an eye on the pre-buried clamp device whether deviation or broken
It is bad, correction in time such as occurs or replaces；
4) after concrete reaches 2.5MPa, wall column beam slab side template is removed, then by the rectangular cavity conduit 2
The wide adhesive tape of opening sealing is removed；
5) linkage is installed：The fastening reinforcing bar 7 of the linkage end is aligned the rectangular cavity to lead
The opening of pipe 2 extend into bottom, is then rotated by 90 ° the linkage, then by the linkage fastener and out-mould scaffold
Frame is reinforced in place, and against exterior wall and the gasket 6 on the high-strength outer silk connecting rod 4 then is tightened the fastening nut 5.
6) it when removing, only needs first to remove the fastener of linkage described in external connection, loosens the fastening nut 5, it will
The linkage is rotated by 90 °, then is removed along rectangular cavity conduit 2.
The foregoing is merely the present invention preferred embodiments, be not intended to limit the invention, the present invention spirit and
Any modification, equivalent replacement, improvement and so within principle should be included within the system structure and method of the present invention.
Claims (9)
1. a kind of detachable scaffold wall connecting piece structure, which is characterized in that including pre-buried clamp device and linkage；It is described pre-
It buries clamp device to be made of plastics, end is circular cavity pedestal (1), and circular cavity pedestal (1) front end is rectangle
Air duct (2), rectangular cavity conduit (2) the both sides setting stiffened panel (3)；The linkage is welded with height for end
The steel pipe (8) of strong outer silk connecting rod (4), the high-strength outer silk connecting rod (4) are equipped with fastening nut (5), the high-strength outer silk connecting rod
(4) end is welded with fastening reinforcing bar (7).
2. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that the pre-buried clamp device
The outer diameter of circular cavity pedestal (1) is 70mm, is highly 30mm, wall thickness 3mm.
3. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that the rectangular cavity conduit
(2) length is 70mm, width 70mm, is highly 25mm, wall thickness 3mm.
4. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that the rectangular cavity conduit
(2) stiffened panel (3) of both sides setting is triangle, and wall thickness is 3mm.
5. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that the steel pipe (8) is welded with height
One end of strong outer silk connecting rod (4) is solid construction (9), and the length of solid construction (9) is 100mm；Remaining is hollow pipe, outer diameter
For 48mm, wall thickness 3mm；A diameter of 20mm of the high-strength outer silk connecting rod (4), length is 200~250mm, with the steel pipe
(8) solid construction (9) firm welding；The high-strength outer silk connecting rod (4) is with the rectangular cavity conduit (2) by fastening spiral shell
Cap (5) fastens.
6. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that it is described fastening reinforcing bar (7) be
It is vertically welded in a diameter of 20mm of high-strength outer silk connecting rod (4) end, the strength round steel tensile resistance rod that total length is 60mm.
7. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that the overall length of the linkage
Degree L=scaffolds width+scaffold stretches into the length of the exposed scaffold of length+linkage within the walls from wall width+linkage
Degree；It is 100mm that the linkage, which stretches into length within the walls, and the length of the exposed scaffold of linkage is 100mm.
8. detachable scaffold wall connecting piece structure according to claim 1, which is characterized in that further include gasket (6)；It is described
Gasket (6) is arranged between the fastening nut (5) and the rectangular cavity conduit (2), and gasket (6) internal diameter is
22mm, outer diameter 50mm, thickness 3mm.
9. according to the construction method of the detachable scaffold wall connecting piece structure any in claim 1 to 8, which is characterized in that
Include the following steps：
1) the pre-buried clamp device is positioned：Before concrete is poured, spacing is required according to arrangement and method for construction, by the pre-buried clamp device
Position carry out unwrapping wire positioning, it is ensured that its position is corresponding with external scaffold upright rod and is in same fore-and-aft plane；
2) it is fixed to reinforce the pre-buried clamp device：The opening of the rectangular cavity conduit (2) of the pre-buried clamp device is used
Wide adhesive tape winding sealing is secured, and prevention sundries enters；The rectangular cavity conduit (2) is placed horizontally according to position location and is cut
In power wall or Vierendeel girder, it is close to external mold plate face, then with fine steel rib welded mesh by the pre-buried clamp device fix in position；
3) pour wall column beam slab concrete, sent in casting process special messenger keep an eye on the pre-buried clamp device whether deviation or destruction,
Such as occur to rectify a deviation or replace in time；
4) after concrete reaches 2.5MPa, wall column beam slab side template is removed, then opening rectangular cavity conduit (2)
The wide adhesive tape of mouth sealing is removed；
5) linkage is installed：The fastening reinforcing bar (7) of the linkage end is directed at the rectangular cavity conduit
(2) opening extend into bottom, is then rotated by 90 ° the linkage, then by the linkage fastener and out-mould scaffold
Frame is reinforced in place, and against exterior wall and the gasket (6) on the high-strength outer silk connecting rod (4) then is tightened the fastening nut (5).
6) it when removing, only needs first to remove the fastener of linkage described in external connection, the fastening nut (5) is loosened, by institute
It states linkage to be rotated by 90 °, then is removed along rectangular cavity conduit (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711281171.6A CN108179871A (en) | 2017-12-07 | 2017-12-07 | A kind of detachable scaffold wall connecting piece structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711281171.6A CN108179871A (en) | 2017-12-07 | 2017-12-07 | A kind of detachable scaffold wall connecting piece structure and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108179871A true CN108179871A (en) | 2018-06-19 |
Family
ID=62545783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711281171.6A Pending CN108179871A (en) | 2017-12-07 | 2017-12-07 | A kind of detachable scaffold wall connecting piece structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108179871A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397263A (en) * | 2019-07-31 | 2019-11-01 | 中国建筑第四工程局有限公司 | A kind of detachable outrigger wall-connecting piece |
| CN115110750A (en) * | 2022-04-03 | 2022-09-27 | 陈泳燊 | Universal wall connecting rod of building scaffold |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202913682U (en) * | 2012-11-19 | 2013-05-01 | 唐忠平 | Embedded wall connecting piece |
| CN103669856A (en) * | 2013-11-30 | 2014-03-26 | 重庆诚硕科技有限公司 | Building template counter-pulling structure |
| CN203939227U (en) * | 2014-07-18 | 2014-11-12 | 浙江万华建设有限公司 | Wall-connecting device of scaffold |
| CN105064685A (en) * | 2015-08-11 | 2015-11-18 | 云南建工第四建设有限公司 | Recyclable inner-bracing sleeve |
| KR20160131195A (en) * | 2015-05-06 | 2016-11-16 | (주)태건정공 | Bracket for Fixing the Gang Form Cage |
| CN107060254A (en) * | 2017-03-29 | 2017-08-18 | 河北建筑工程学院 | A kind of integrated board connector, dry-hang decorative heat preservation integrated board and its construction method |
| CN107246141A (en) * | 2017-07-18 | 2017-10-13 | 中建四局第六建筑工程有限公司 | A kind of steel pipe opens the pre-buried assembling wall-connecting piece of silk and its construction method |
-
2017
- 2017-12-07 CN CN201711281171.6A patent/CN108179871A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202913682U (en) * | 2012-11-19 | 2013-05-01 | 唐忠平 | Embedded wall connecting piece |
| CN103669856A (en) * | 2013-11-30 | 2014-03-26 | 重庆诚硕科技有限公司 | Building template counter-pulling structure |
| CN203939227U (en) * | 2014-07-18 | 2014-11-12 | 浙江万华建设有限公司 | Wall-connecting device of scaffold |
| KR20160131195A (en) * | 2015-05-06 | 2016-11-16 | (주)태건정공 | Bracket for Fixing the Gang Form Cage |
| CN105064685A (en) * | 2015-08-11 | 2015-11-18 | 云南建工第四建设有限公司 | Recyclable inner-bracing sleeve |
| CN107060254A (en) * | 2017-03-29 | 2017-08-18 | 河北建筑工程学院 | A kind of integrated board connector, dry-hang decorative heat preservation integrated board and its construction method |
| CN107246141A (en) * | 2017-07-18 | 2017-10-13 | 中建四局第六建筑工程有限公司 | A kind of steel pipe opens the pre-buried assembling wall-connecting piece of silk and its construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397263A (en) * | 2019-07-31 | 2019-11-01 | 中国建筑第四工程局有限公司 | A kind of detachable outrigger wall-connecting piece |
| CN115110750A (en) * | 2022-04-03 | 2022-09-27 | 陈泳燊 | Universal wall connecting rod of building scaffold |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180619 |
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| RJ01 | Rejection of invention patent application after publication |