CN205955173U - Modular link wall spare subassembly - Google Patents
Modular link wall spare subassembly Download PDFInfo
- Publication number
- CN205955173U CN205955173U CN201620951552.5U CN201620951552U CN205955173U CN 205955173 U CN205955173 U CN 205955173U CN 201620951552 U CN201620951552 U CN 201620951552U CN 205955173 U CN205955173 U CN 205955173U
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- connector
- branch sleeve
- connecting bolt
- wall
- nut
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Abstract
The utility model relates to a construction scaffolding field of buildding specifically is a modular link wall spare subassembly, characterized by: it includes connecting sleeve and connecting bolt, and the connecting sleeve is the barrel that both ends were equipped with the nut, and connecting bolt one end sets up the connecting piece, and the other end passes through the nut of connecting sleeve tip and is connected with the connecting sleeve. When modular link wall spare subassembly used, the connecting bolt that will have different connecting pieces according to the demand connected in the one end or the both ends of connecting sleeve, the scaffold frame that later will build the outer wall through the connecting sleeve that has connecting bolt connect and adjust its from the wall distance with straightness hangs down, so, no longer need make specific connecting piece alone to improve the scaffold frame greatly and build and maintain the efficiency of construction of operation.
Description
Technical field
This utility model is related to building scaffold and builds field, specifically a kind of combination type wall-connecting piece assembly.
Background technology
In construction, after scaffold and wall column formwork installation, its perpendicularity will be adjusted according to specification, in scaffold
After the completion of each step is set up, or after strong wind, heavy rain, after scaffold does not use for a long time, will be to the perpendicularity of scaffold
Carrying out reexamining is confirmed whether in the range of tolerance, then the perpendicularity of scaffold is adjusted, this be one very
The important but work wasted time and energy.Construction scaffolding, mold plate verticality adjustment are all to arrive it with steel pipe, steel wire rope drawknot at present
On his fixed building or scaffold, tightened up by steel wire rope, loosen regulation perpendicularity, then use shuttering supporting, wall-connecting piece solid
Fixed.Wherein, what wall-connecting piece was commonly used is double fastener connected mode, but skyscraper, especially in coastal or open space, wind load
Slightly larger, the skid resistance of this connected mode calculates safely will be unqualified;With connected modes such as other welding, safety can be passed through
Calculate, but operation needs more human and material resources to put into, and increases construction cost.
Content of the invention
The purpose of this utility model is, provide quickly and conveniently adjust scaffold, wall column formwork perpendicularity, between wall
Away from and strengthen its rigid combination type wall-connecting piece assembly.
In order to achieve the above object, this utility model is realized in
A kind of combination type wall-connecting piece assembly, it includes branch sleeve and connecting bolt, and branch sleeve refers to that two ends are provided with spiral shell
Female cylinder, connecting bolt one end arranges connector, and the other end is connected with branch sleeve by the nut of branch sleeve end.
Described combination type wall-connecting piece assembly, the described connector located at connecting bolt one end refers to connector through walls or holds
Slotting disk pin scaffold fastenings or anchor plate setscrew connector or fastener type connector or stamping steel plate connector or pre-
Bury rebar connector.
Described combination type wall-connecting piece assembly, branch sleeve includes reducing type branch sleeve, specifically, branch sleeve two ends
Set nut mates use with connecting bolt, but the diameter of nut and connecting bolt is respectively less than the barrel diameter of branch sleeve.
When combination type wall-connecting piece assembly uses, on demand the connecting bolt with different connectors is connected to branch sleeve
One or both ends, by the branch sleeve with connecting bolt, the scaffold of external wall is attached afterwards and adjusts it
Distance from the wall and perpendicularity, so it is no longer necessary to specific connector is fabricated separately, thus greatly improve scaffold and building and tie up
The efficiency of construction of shield operation.
Brief description
Fig. 1 is that this multi-functional wall-connecting piece uses schematic diagram one.
Fig. 2 is that this multi-functional wall-connecting piece uses schematic diagram two.
Specific embodiment
Further illustrate this utility model below by way of specific embodiment.
As shown in Figure 1 and Figure 2, a kind of combination type wall-connecting piece assembly, it includes branch sleeve 1 and connecting bolt 2, adapter sleeve
Cylinder 1 refers to that two ends are provided with the cylinder of nut 3, and connecting bolt 2 one end arranges connector 4, and the other end passes through branch sleeve 1 end
Nut 3 and be connected with branch sleeve 1.
Described combination type wall-connecting piece assembly, the described connector located at connecting bolt one end refers to connector through walls or holds
Slotting disk pin scaffold fastenings or anchor plate setscrew connector or fastener type connector or stamping steel plate connector or pre-
Bury rebar connector;The effect that described various conventional connector plays is different, for example:
1)Connector through walls is applied to building and connects, and for building, floor height is higher or calculating sets safely according to wall-connecting piece
Put storey floors level interval excessive it is adaptable at setting wall-connecting piece building structure wall member, in corresponding foot handss during use
Punch on the frame host node no more than wall member of 30cm, connecting rod inserts hole, in wall side frames steel plate pad, then both sides use
Nut is fixed;
2)Socket joint disk pin scaffold fastenings are applied to disk buckle type scaffold or falsework, and connector is arranged on disk
In the terminal pad of button rack rod host node, closely it is connected with terminal pad by pin;
3)Anchor plate setscrew connector is applied to the connection of connector and building, is arranged on shear wall, Liang Shang, uses
Expansion bolt or pre-embedded bolt is connected with building;
4)Fastener type connector and stamping steel plate connector are applied to building and steel tube fastener formula scaffold, falsework
It is connected, and building connecting type, set a roof beam in place embedded steel tube or reinforcing bar above in floor or structural frames, can equally be well applied to B
Type disk buckle type scaffold and falsework, fastener or stamping steel plate connector are buckled vertical rod with disk and are connected;
5)Embedded bar connector is applied to building and is connected, and sets a roof beam in place embedded bar above in floor or structural frames,
It is one of the most frequently used connected mode in construction site.
This combination type wall-connecting piece assembly, branch sleeve includes reducing type branch sleeve, specifically, set by branch sleeve two ends
Nut mates use with connecting bolt, but the diameter of nut and connecting bolt is respectively less than the barrel diameter of branch sleeve.
When this combination type wall-connecting piece assembly uses, on demand the connecting bolt with different connectors is connected to adapter sleeve
The one or both ends of cylinder:
As shown in figure 1, using the type of attachment of embedded steel tube circular connector -- branch sleeve -- fastener type connector, connecting
The pre-buried circular connector of wall part one end reinforcing bar, one end fastener type connector are propped up with the reinforcing bar being embedded in building and scaffold or template
Frame is connected, and inserts in the hole on branch sleeve with bar dowel or other instruments, turnbarrel, adjusts branch sleeve with two ends even
The length of thread engagement (LE) of fitting, to adjust the length of wall-connecting piece, thus reaching the perpendicularity adjusting scaffold or falsework.
As shown in Fig. 2 in the form of wall-penetrating type connector-branch sleeve-fastener type connector wall-connecting piece one end bar
Pre-buried circular connector, the through hole through on the wall or beam of building, rotate nut, building, the other end are clamped by backing plate
Fastener type connector is connected with scaffold or falsework, inserts in the hole on branch sleeve with bar dowel or other instruments,
Turnbarrel, adjusting the length of thread engagement (LE) of branch sleeve and two end connections, adjusting the length of wall-connecting piece, thus reaching tune
Section scaffold or the perpendicularity of falsework.
Claims (3)
1. a kind of combination type wall-connecting piece assembly, is characterized in that:It includes branch sleeve and connecting bolt, and branch sleeve refers to two ends
It is provided with the cylinder of nut, connecting bolt one end arranges connector, the other end is by the nut of branch sleeve end and adapter sleeve
Cylinder connects.
2. combination type wall-connecting piece assembly according to claim 1, is characterized in that:The described connection located at connecting bolt one end
Part refers to connector through walls or socket joint disk pin scaffold fastenings or anchor plate setscrew connector or fastener type connector
Or stamping steel plate connector or embedded bar connector.
3. combination type wall-connecting piece assembly according to claim 1, is characterized in that:Branch sleeve includes reducing type adapter sleeve
Cylinder, specifically, nut set by branch sleeve two ends mates use with connecting bolt, but the diameter of nut and connecting bolt is respectively less than
The barrel diameter of branch sleeve.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620951552.5U CN205955173U (en) | 2016-08-27 | 2016-08-27 | Modular link wall spare subassembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620951552.5U CN205955173U (en) | 2016-08-27 | 2016-08-27 | Modular link wall spare subassembly |
Publications (1)
Publication Number | Publication Date |
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CN205955173U true CN205955173U (en) | 2017-02-15 |
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CN201620951552.5U Active CN205955173U (en) | 2016-08-27 | 2016-08-27 | Modular link wall spare subassembly |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108868105A (en) * | 2017-05-12 | 2018-11-23 | 上海宝冶集团有限公司 | The construction method adjusted convenient for building scaffold verticality |
CN109441093A (en) * | 2018-12-17 | 2019-03-08 | 江苏省华建建设股份有限公司 | Casing wall-through pull rod formula connects wall fixed Combination device and its construction method of installation |
CN111608354A (en) * | 2019-07-26 | 2020-09-01 | 北新集团建材股份有限公司 | Keel fixing assembly and keel fixing system |
CN112922315A (en) * | 2021-01-29 | 2021-06-08 | 中建七局第二建筑有限公司 | Firmly-connected wall connecting piece and construction process |
-
2016
- 2016-08-27 CN CN201620951552.5U patent/CN205955173U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108868105A (en) * | 2017-05-12 | 2018-11-23 | 上海宝冶集团有限公司 | The construction method adjusted convenient for building scaffold verticality |
CN109441093A (en) * | 2018-12-17 | 2019-03-08 | 江苏省华建建设股份有限公司 | Casing wall-through pull rod formula connects wall fixed Combination device and its construction method of installation |
CN111608354A (en) * | 2019-07-26 | 2020-09-01 | 北新集团建材股份有限公司 | Keel fixing assembly and keel fixing system |
CN112922315A (en) * | 2021-01-29 | 2021-06-08 | 中建七局第二建筑有限公司 | Firmly-connected wall connecting piece and construction process |
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