CN204212384U - A kind of combined type full hall construction bearing support - Google Patents
A kind of combined type full hall construction bearing support Download PDFInfo
- Publication number
- CN204212384U CN204212384U CN201420671463.6U CN201420671463U CN204212384U CN 204212384 U CN204212384 U CN 204212384U CN 201420671463 U CN201420671463 U CN 201420671463U CN 204212384 U CN204212384 U CN 204212384U
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- China
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- top layer
- cross bar
- vertical rod
- interface
- bearing support
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- Expired - Fee Related
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Abstract
The utility model provides a kind of combined type full hall construction bearing support, comprise some vertical rods, cross bar, adopt two kinds of connected modes, one is in top layer employing dish button connected mode: in the vertical rod being positioned at top layer, be welded with terminal pad, terminal pad is circumferentially provided with multiple interface; There are upper and lower two plugs at the end winding support of the cross bar being positioned at top layer, after certain interface on two plug access terminal pads, then are fixed with through upper and lower two plugs of latch and interface; Another kind is below top layer, adopt fastener type connected mode.The utility model have safe and reliable, set up convenient and economic advantage.
Description
Art
The utility model relates to a kind of full hall construction bearing support used in the construction work such as large span spatial structure and bridge.
Background technology
The scaffold used in construction work and the kind of form bracing system are a lot, more commonly design of coupler scaffold, bowl fastening type and dish buckle type scaffold.In engineering application, particularly in the construction work such as large span spatial structure and bridge, according to single scaffold, just some is not enough.Be mainly manifested in the following aspects:
When adopting design of coupler scaffold, because the rod member of the Nodes of design of coupler scaffold is eccentric connection, transmit load and internal force by skid resistance, reduce its supporting capacity, and the quality of quality of connection fastener of fastener node own and the impact of operative remarkable.If when all adopting bowl fastening type or dish buckle type scaffold, cost is higher, it is also cumbersome to build dismounting.
Utility model content
The utility model, for the deficiency of current form bracing system, aims to provide the form bracing system that a kind of economy is quick, safe and reliable.The technical scheme of the utility model utility model is:
A kind of combined type full hall construction bearing support, comprise some vertical rods, cross bar, adopt two kinds of connected modes, one is in top layer employing dish button connected mode: in the vertical rod being positioned at top layer, be welded with terminal pad, terminal pad is circumferentially provided with multiple interface; There are upper and lower two plugs at the end winding support of the cross bar being positioned at top layer, after certain interface on two plug access terminal pads, then are fixed with through upper and lower two plugs of latch and interface; Another kind is below top layer, adopt fastener type connected mode, and the vertical rod being positioned at below top layer is connected by right-angle coupler with cross bar, and Crossing brace then adopts corner fastener to carry out the connection of rod member.
Adjustable base and adjustable bracket is preferably respectively equipped with the top of the vertical rod being positioned at top in the lower end of the vertical rod being positioned at bottom
Combined type of the present utility model full hall construction bearing support, adopts two kinds of connected modes.That another kind is below top layer, adopt this comparatively economy of fastener type connected mode efficiently, and its beneficial effect is in the comparatively firm connected mode such as top layer employing dish button or bowl fastening type:
1, there is larger bearing capacity and stability.Scaffold stressed main at top layer.The dish buckle type scaffold connected node that top layer adopts obtains reinforcement, is close to rigidity, can be good at the load carrying and transmit top layer.
2, both economical.Because all have employed design of coupler scaffold except top layer, overall expense is lower.And mounting or dismounting are convenient, set up flexibly.
Accompanying drawing explanation
Fig. 1 is fastener type connection diagram of the present utility model;
Fig. 2 is dish button connection diagram of the present utility model;
Fig. 3 is adjustable base schematic diagram of the present utility model;
Fig. 4 is adjustable bracket schematic diagram of the present utility model;
Fig. 5 is originally the basic boom unit figure of utility model.
In figure, 1: vertical rod, 2: cross bar, 21: plug; 3: right-angle coupler, 4: terminal pad, 5: latch, 8: adjustable bracket, 9: adjustable base
Detailed description of the invention
Combined type of the present utility model full hall construction bearing support have employed two kinds of connected modes.That another kind is below top layer, adopt this comparatively economy of fastener type connected mode efficiently in the comparatively firm connected mode such as top layer employing dish button or bowl fastening type.
Shown in Fig. 1, the fastener type of form bracing system connects and is made up of some vertical rods 1, cross bar 2 and fastener 3.Vertical rod is connected by right-angle coupler 3 with cross bar.Need then to adopt corner fastener to carry out the connection of rod member during Crossing brace.
As shown in Figure 2, the top layer of Combined formwork support system can adopt dish button to connect.Vertical rod 1 is welded with terminal pad 4, terminal pad is provided with interface.The two ends solder plug 21 of cross bar 2, connection-peg 21 is fixed with latch 5 after accessing the interface on wheel button dish.The installation and removal that dish button connects can only complete with hammer.
As shown in Figure 3 and Figure 4, bottom vertical rod 1 and top can be respectively equipped with adjustable base and adjustable bracket.Adjustable base and adjustable bracket are all made up of screw rod, handle and base plate.Screw rod one end is inserted in vertical rod, and the other end stands on base plate, regulates height with handle.A steel pipe can be overlapped in the junction of bolt and vertical rod, to increase the intensity of junction.
Fig. 5 is basic boom unit figure of the present utility model.The cross bar of bar and two layers of wherein sweeping the floor adopts fastener type with the connection of vertical rod, and top layer employing dish button connects.
Vertical rod in Combined formwork support system and cross bar all adopt steel pipe.Be fixed on terminal pad spacing in top layer vertical rod unified, easy to use, transport and management.The plug of cross bar can weld in advance in factory.During in-site installation, should set up by row, by cross by the requirement forming basic boom unit, rectangle perimeter scaffold should extend to both direction from one of them bight be set up, and guarantees to take partially stabilized.
Claims (2)
1. a combined type full hall construction bearing support, comprise some vertical rods and cross bar, it is characterized in that, adopt two kinds of connected modes, one is in top layer employing dish button connected mode: in the vertical rod being positioned at top layer, be welded with terminal pad, terminal pad is circumferentially provided with multiple interface; There are upper and lower two plugs at the end winding support of the cross bar being positioned at top layer, after certain interface on two plug access terminal pads, then are fixed with through upper and lower two plugs of latch and interface; Another kind is below top layer, adopt fastener type connected mode, and the vertical rod being positioned at below top layer is connected by right-angle coupler with cross bar, and Crossing brace then adopts corner fastener to carry out the connection of rod member.
2. combined type according to claim 1 full hall construction bearing support, is characterized in that, is respectively equipped with adjustable base and adjustable bracket in the lower end of the vertical rod being positioned at bottom with the top of the vertical rod being positioned at top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420671463.6U CN204212384U (en) | 2014-11-11 | 2014-11-11 | A kind of combined type full hall construction bearing support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420671463.6U CN204212384U (en) | 2014-11-11 | 2014-11-11 | A kind of combined type full hall construction bearing support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204212384U true CN204212384U (en) | 2015-03-18 |
Family
ID=52981068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420671463.6U Expired - Fee Related CN204212384U (en) | 2014-11-11 | 2014-11-11 | A kind of combined type full hall construction bearing support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204212384U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227841A (en) * | 2017-05-25 | 2017-10-03 | 成都市容德建筑劳务有限公司 | One kind strengthens fastening type scaffold |
| CN111549678A (en) * | 2020-05-25 | 2020-08-18 | 河南省第一建筑工程集团有限责任公司 | Rapid construction method of prefabricated segmental beam |
| CN112709143A (en) * | 2020-12-24 | 2021-04-27 | 中建八局第三建设有限公司 | Cast-in-place inclined leg rigid frame bridge disc buckle type full-space support and template construction method |
-
2014
- 2014-11-11 CN CN201420671463.6U patent/CN204212384U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227841A (en) * | 2017-05-25 | 2017-10-03 | 成都市容德建筑劳务有限公司 | One kind strengthens fastening type scaffold |
| CN111549678A (en) * | 2020-05-25 | 2020-08-18 | 河南省第一建筑工程集团有限责任公司 | Rapid construction method of prefabricated segmental beam |
| CN112709143A (en) * | 2020-12-24 | 2021-04-27 | 中建八局第三建设有限公司 | Cast-in-place inclined leg rigid frame bridge disc buckle type full-space support and template construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150318 Termination date: 20151111 |
|
| EXPY | Termination of patent right or utility model |