CN204402020U - A kind of extensible canopy of template platform - Google Patents
A kind of extensible canopy of template platform Download PDFInfo
- Publication number
- CN204402020U CN204402020U CN201420863155.3U CN201420863155U CN204402020U CN 204402020 U CN204402020 U CN 204402020U CN 201420863155 U CN201420863155 U CN 201420863155U CN 204402020 U CN204402020 U CN 204402020U
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- iron
- channel
- clamped beam
- bolt assembly
- upper holder
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Abstract
A kind of extensible canopy of template platform, comprise clamped beam and regulate beam, described clamped beam is welded by channel-section steel and i iron, by two channel-section steels, interval, centre Plate Welding are formed by connecting described adjustment beam back-to-back, the i iron of clamped beam one end is sleeved between two channel-section steels of adjustment beam, lower lock block one is welded on and regulates bottom beam, and upper holder block one is locked at bolt assembly and regulates back portion, and upper holder block two and lower lock block two are locked at top and the bottom of the i iron of clamped beam respectively with bolt assembly.The utility model can regulate length, and adapt to the bobbin type cast-in-place shear wall construction of difformity and sectional dimension, improve building operations efficiency, and cost of manufacture is low, uses manpower and material resources sparingly, reusable, safety factor is high.
Description
Technical field
The utility model belongs to construction engineering technical field, is specifically related to the extensible canopy of elevator shaft class bobbin type cast-in-place shear wall construction template platform.
Background technology
In building operations, often run into the bobbin type cast-in-place shear wall of various shape and different cross section size, as elevator shaft class bobbin type cast-in-place shear wall, need at bobbin inside overlap joint template platform during installation form, more common method adopts steel pipe, fastener, plank etc. to overlap, this traditional bridging method, consumptive material is many, time-consuming, and the cast-in-place shear wall of difformity and sectional dimension needs the overlap joint component of different size and quantity, not only cost is high, and workload is large, and the simple platform built exists very large potential safety hazard.
Summary of the invention
Technical problem to be solved in the utility model is: solve above-mentioned prior art Problems existing, and a kind of extensible canopy of template platform is provided, length can be regulated arbitrarily within the specific limits, adapt to the bobbin type cast-in-place shear wall construction of difformity and sectional dimension, improve building operations efficiency, reduce cost of manufacture, use manpower and material resources sparingly, and reusable, safety factor is high.
The technical solution adopted in the utility model is:
A kind of extensible canopy of template platform, comprise clamped beam and regulate beam, described clamped beam is welded by channel-section steel and i iron, by two channel-section steels, interval, centre Plate Welding are formed by connecting described adjustment beam back-to-back, the i iron of clamped beam one end is sleeved between two channel-section steels of adjustment beam, lower lock block one is welded on and regulates bottom beam, upper holder block one is locked at bolt assembly and regulates back portion, upper holder block dual-purpose bolt assembly is locked at the i iron top of clamped beam, and lower lock block dual-purpose bolt assembly is locked at bottom the i iron of clamped beam.
In technique scheme, the i iron of described clamped beam is welded with deep floor.
Unclamp the bolt assembly of upper holder block one and upper holder block two, regulate beam can move along the i iron of clamped beam, thus regulate the length of extensible canopy, after being adjusted to Len req, the bolt assembly of locking upper holder block one and upper holder block two.Then according to the bobbin type cast-in-place shear wall of different cross sectional shapes and sectional dimension, select different length and the wooden H-beam of quantity and the plank of different size and quantity, be joined with bolts on extensible canopy, be overlapped to form a safe and reliable hoistway formwork platform.
Template platform extensible canopy of the present utility model, structure is simple, cost of manufacture is low, can regulate length arbitrarily within the specific limits, easy to adjust, and can reuse, safety factor is high, can be used for building of square different cross section size bobbin type cast-in-place shear wall template platform, processing ease, safe and reliable, greatly save manpower and materials.
Accompanying drawing explanation
Fig. 1 is the utility model extensible canopy schematic perspective view;
Fig. 2 is that clamped beam i iron is connected schematic perspective view with adjustment beam channel-section steel;
Fig. 3 is for regulating beam schematic perspective view;
Fig. 4 be the utility model extensible canopy install and use schematic perspective view.
Accompanying drawing mark illustrates:
1-clamped beam, 2-regulates beam, 3-upper holder block one, 4-lower lock block one, 5-upper holder block two, 6-lower lock block two, 7-ratchet, 8-channel-section steel, 9-i iron, 10-steel plate, 11-plank, 12-wooden H-beam, 13-extensible canopy.
Detailed description of the invention
Figure 1 shows that the schematic perspective view of extensible canopy, comprise clamped beam, regulate beam, upper holder block, lower lock block, junction steel plate.Lower lock block one is welded on and regulates bottom beam, and upper holder block one is locked at bolt assembly and regulates on beam channel-section steel, and upper holder block dual-purpose bolt assembly is locked on the i iron of clamped beam, and lower lock block dual-purpose bolt assembly is locked at bottom the i iron of clamped beam.
Unclamp the bolt assembly of upper holder block one and upper holder block two, regulate beam can move along the i iron of clamped beam, thus regulate length, after being adjusted to required length, the bolt assembly of locking upper holder block one and upper holder block two.
Figure 2 shows that clamped beam is connected schematic perspective view with adjustment beam, comprise channel-section steel, i beam, deep floor three, be welded to connect.
According to length adjusting range and carrying situation, suitably select standard channel-section steel and the i iron of different model.
Figure 3 shows that and regulate beam schematic perspective view, comprise channel-section steel, junction steel plate, lower lock block one, three is welded to connect.According to length adjusting range and carrying situation, suitably select the standard channel-section steel of different model.
Be illustrated in figure 4 the template platform schematic diagram adopting the utility model extensible canopy, comprise extensible canopy, wooden H-beam, plank, connector etc., plank steel nail clenches on wooden H-beam, and wooden H-beam is connected with extensible canopy bolt assembly.
According to different cross sectional shapes and sectional dimension, extensible canopy is adjusted to suitable length, selects different length and the wooden H-beam of quantity and the plank of different size and quantity, with connector lockings such as bolts, thus be overlapped to form a hoistway formwork platform.
Claims (2)
1. the extensible canopy of a template platform, it is characterized in that, comprise clamped beam and regulate beam, described clamped beam is welded by channel-section steel and i iron, by two channel-section steels, interval, centre Plate Welding are formed by connecting described adjustment beam back-to-back, the i iron of clamped beam one end is sleeved between two channel-section steels of adjustment beam, lower lock block one is welded on and regulates bottom beam, upper holder block one is locked at bolt assembly and regulates back portion, upper holder block dual-purpose bolt assembly is locked at the i iron top of clamped beam, and lower lock block dual-purpose bolt assembly is locked at bottom the i iron of clamped beam.
2. the extensible canopy of template platform according to claim 1, is characterized in that, the i iron of described clamped beam is welded with deep floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420863155.3U CN204402020U (en) | 2014-12-31 | 2014-12-31 | A kind of extensible canopy of template platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420863155.3U CN204402020U (en) | 2014-12-31 | 2014-12-31 | A kind of extensible canopy of template platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204402020U true CN204402020U (en) | 2015-06-17 |
Family
ID=53425893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420863155.3U Active CN204402020U (en) | 2014-12-31 | 2014-12-31 | A kind of extensible canopy of template platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204402020U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590147A (en) * | 2018-06-08 | 2018-09-28 | 宁波建工工程集团有限公司 | Assembling the shaped steel suspension scaffolding and its construction method |
-
2014
- 2014-12-31 CN CN201420863155.3U patent/CN204402020U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590147A (en) * | 2018-06-08 | 2018-09-28 | 宁波建工工程集团有限公司 | Assembling the shaped steel suspension scaffolding and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170703 Address after: 230000 Anhui city of Hefei province Hefei economic and Technological Development Zone No. 4301 building Xiyou Rd. -1 layer 101 Patentee after: Changsha Yuanda residence industry Anhui Co., Ltd. Address before: 410013 Changsha high tech Development Zone, Yuelu, Hunan Avenue, Changsha Yuanda Industrial Group Co., Ltd. Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL INTERNATIONAL CO., LTD. |