CN204326523U - Building form vertical supporting - Google Patents
Building form vertical supporting Download PDFInfo
- Publication number
- CN204326523U CN204326523U CN201420704526.3U CN201420704526U CN204326523U CN 204326523 U CN204326523 U CN 204326523U CN 201420704526 U CN201420704526 U CN 201420704526U CN 204326523 U CN204326523 U CN 204326523U
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- CN
- China
- Prior art keywords
- support
- vertical supporting
- width direction
- socket joint
- space
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- Expired - Fee Related
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Abstract
A kind of building form vertical supporting, belongs to technical field of buildings, is specifically related to a kind of vertical supporting device for building.Four column spaces form the space support system in length and width direction after supporting socket joint, the upper and lower socket joint of space support system in different length and width direction reaches rear formation solid space support system; The fastener adding certain altitude on this basis supports, and arranges adjustable support support, form vertical supporting system in fastener type support top end.The utility model structure is simple, and assembling number of times is few, strengthen lateral rigidity, working procedure is few, reduce construction cost.
Description
Technical field
The utility model belongs to technical field of buildings, is specifically related to a kind of vertical supporting device for building.
Background technology
Current state interior template support mainly contains fastener type, bowl fastening type, gate-type, spigot-and-socket dish button support.Be spigot-and-socket dish button support with the immediate technology of the utility model, this support is mainly single pole dish and buckles assembling, the problem brought be assemble often, lateral rigidity is low, working procedure is complicated, construction cost is high.
Summary of the invention
The purpose of this utility model is to provide a kind of building form vertical supporting, to solve prior art Problems existing.
The utility model solves the technical scheme that its technical problem adopts: four column spaces form the space support system in length and width direction after supporting socket joints, the upper and lower socket joint of space support system in different length and width direction reaches rear formation solid space support system; Add fastener to support on this basis, adjustable support support is set in fastener support top end, forms vertical supporting system.
The concrete structure that four described column spaces support is: vertically weld support unit at identical two Pin and be assembled into four column spaces supports by sizing cross bar Push-fit.
The concrete structure of the space support system in described length and width direction is: on four column space brace foundations, vertically weld support unit all around by sizing cross bar socket joint, form the space support system in the length and width direction of designing requirement.
Wherein vertically weld support unit and comprise that I type vertically welds support unit, II type vertically welds support unit, III type vertically welds support unit, the top of the vertical bar of vertical welding support unit arranges socket joint sleeve, the diameter of socket joint sleeve is greater than vertical bar, be welded to connect bar between two vertical bars, vertical bar arranges pin dish.
Add bridging from support top the end of at the two ends in solid space support system length and width direction, increase the lateral rigidity of vertical supporting.
The structure that wherein pin dish, sizing cross bar, fastener support and adjustable support support is prior art.
Adopt good effect of the present utility model to be: the utility model structure is simple, assembling number of times be few, strengthen lateral rigidity, working procedure few, reduce construction cost.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated:
Fig. 1 is the utility model structural representation.
Fig. 2 is that the utility model I type vertically welds support unit.
Fig. 3 is that the utility model II type vertically welds support unit.
Fig. 4 is that the utility model III type vertically welds support unit.
Fig. 5 is the utility model sizing cross bar schematic diagram.
Fig. 6 is the utility model pin dish schematic diagram.
In figure, 1 II types vertically weld support unit, 2 I types vertically weld support unit, 3 III types vertically weld support unit, 4 fastener supports, 5 adjustable support supports, 6 bridgings, 7 vertical bars, 8 pin dishes, 9 socket joint sleeves, 10 connecting rods, 11 sizing cross bars.
Detailed description of the invention
Four column spaces form the space support system in length and width direction after supporting socket joint, the upper and lower socket joint of space support system in different length and width direction reaches rear formation solid space support system; Add fastener on the basis of solid space support system and support 4, support 4 tops at fastener and adjustable support support 5 is set, form vertical supporting system.
The concrete structure that four described column spaces support is: vertically weld support unit at identical two Pin and be assembled into four column spaces supports by sizing cross bar Push-fit.
The concrete structure of the space support system in described length and width direction is: on four column space brace foundations, vertically weld support unit all around by sizing cross bar socket joint, form the space support system in the length and width direction of designing requirement.
Wherein single Pin vertically welds support unit and comprises I type and vertically weld support unit 2, II type and vertically weld support unit 1, III type and vertically weld support unit 3, the top of the vertical bar of vertical welding support unit arranges socket joint sleeve 9, the diameter of socket joint sleeve 9 is greater than vertical bar 7, be welded to connect bar 10 between two vertical bars, vertical bar arranges pin dish 8.
Add four road bridgings 6 at the two ends in solid space support system length and width direction from the support top end of to, increase the lateral rigidity of vertical supporting.
The structure that wherein pin dish 8, sizing cross bar 11, fastener support and adjustable support support is prior art.
Claims (5)
1. a building form vertical supporting, is characterized in that: four column spaces form the space support system in length and width direction after supporting socket joint, the upper and lower socket joint of space support system in different length and width direction reaches rear formation solid space support system; Add fastener to support on this basis, adjustable support support is set in fastener support top end, forms vertical supporting system.
2. building form vertical supporting according to claim 1, is characterized in that: the concrete structure that four column spaces support is: vertically weld support unit at identical two Pin and be assembled into four column spaces supports by sizing cross bar Push-fit.
3. building form vertical supporting according to claim 1, it is characterized in that: the concrete structure of the space support system in length and width direction is: on four column space brace foundations, vertically weld support unit by sizing cross bar socket joint all around, form the space support system in the length and width direction of designing requirement.
4. building form vertical supporting according to claim 2, it is characterized in that: wherein vertically weld support unit and comprise that I type vertically welds support unit, II type vertically welds support unit, III type vertically welds support unit, the top of the vertical bar of vertical welding support unit arranges socket joint sleeve, the diameter of socket joint sleeve is greater than vertical bar, be welded to connect bar between two vertical bars, vertical bar arranges pin dish.
5. building form vertical supporting according to claim 1, is characterized in that: add bridging from support top the end of at the two ends in solid space support system length and width direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420704526.3U CN204326523U (en) | 2014-11-21 | 2014-11-21 | Building form vertical supporting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420704526.3U CN204326523U (en) | 2014-11-21 | 2014-11-21 | Building form vertical supporting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326523U true CN204326523U (en) | 2015-05-13 |
Family
ID=53162896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420704526.3U Expired - Fee Related CN204326523U (en) | 2014-11-21 | 2014-11-21 | Building form vertical supporting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326523U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924660A (en) * | 2019-12-09 | 2020-03-27 | 靳春华 | Semi-rigid scaffold device of disk pin type arched portal frame for constructional engineering |
-
2014
- 2014-11-21 CN CN201420704526.3U patent/CN204326523U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924660A (en) * | 2019-12-09 | 2020-03-27 | 靳春华 | Semi-rigid scaffold device of disk pin type arched portal frame for constructional engineering |
| CN110924660B (en) * | 2019-12-09 | 2021-08-24 | 靳春华 | Semi-rigid scaffold device of disk pin type arched portal frame for constructional engineering |
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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: 20150513 Termination date: 20171121 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |