CN207406034U - Beam slab is total to branch system - Google Patents
Beam slab is total to branch system Download PDFInfo
- Publication number
- CN207406034U CN207406034U CN201721291472.2U CN201721291472U CN207406034U CN 207406034 U CN207406034 U CN 207406034U CN 201721291472 U CN201721291472 U CN 201721291472U CN 207406034 U CN207406034 U CN 207406034U
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- load
- support
- bearing cross
- cross beam
- load bearing
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Abstract
The utility model belongs to construction equipment technical field, it is related to a kind of beam slab and is total to branch system, including load, the horizontal component of load is Loading Plate, and the vertical portion of load is load beam, the surface fitting of load beam sets flitch, the flitch of load beam vertical portion both sides is connected by split bolt, and the flitch of load soffit is supported by the first support, the first support lower end connection support bar, supporting rod lower end is supported on load bearing cross beam, and supporting rod can move on load bearing cross beam；The bottom of Loading Plate is supported by the second support, and the second support lower end connecting upright pole, upright bar lower end is fixed on load bearing cross beam.Vertical upright bar moves on load bearing cross beam in the utility model, improves load bearing cross beam formwork morphotropism；Load bearing cross beam versatility is improved, it is economical to effectively improve its.
Description
Technical field
The utility model belongs to construction equipment technical field, is related to a kind of beam slab and is total to branch system.
Background technology
Supporting rack horizontal layout is using beam as core in building construction, while considers beam side installation and remove working space,
Scaffold height is to plate bottom, while load bearing beam and all loads of local sheet.Beam load is mainly by being shelved on upright bar illiciumverum disk
Load bearing cross beam pass to upright bar；Plate load mainly passes to same branch upright bar by the spandrel girder of rod end.
The content of the invention
The utility model is total to branch system in view of the above-mentioned problems, providing a kind of beam slab, which can guarantee beam slab load
Effectively it is transferred to upright bar.
According to the technical solution of the utility model：A kind of beam slab is total to branch system, including load, it is characterised in that：Load
Horizontal component is Loading Plate, and the vertical portion of load is Loading Plate, and the surface fitting of load beam sets flitch, load beam vertical portion
The flitch of point both sides is connected by split bolt, and the flitch of load soffit is supported by the first support, the first support lower end
Connection support bar, supporting rod lower end are supported on load bearing cross beam, and supporting rod can move on load bearing cross beam；The bottom of Loading Plate
It is supported by the second support, the second support lower end connecting upright pole, upright bar lower end is fixed on load bearing cross beam.
As further improvement of the utility model, both first support, second support structure are identical, wherein first
Support includes U-shaped board, screw, nut, and U-shaped board is fixed on the top of screw, and screw lower end is fixedly connected with nut, nut and branch
Strut is connected.
As further improvement of the utility model, several terminal pads are uniformly arranged in the upright bar.
The utility model has technical effect that：Vertical upright bar moves on load bearing cross beam in the utility model, improves
Load bearing cross beam formwork morphotropism；Load bearing cross beam versatility is improved, it is economical to effectively improve its.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Specific embodiment
Specific embodiment of the present utility model is further described below in conjunction with the accompanying drawings.
In Fig. 1, including load beam 1, Loading Plate 2, the first support 3, U-shaped board 3-1, screw 3-2, nut 3-3, upright bar 4, hold
Weight crossbeam 5, supporting rod 6, split bolt 7, flitch 8, the second support 9, terminal pad 10 etc..
As shown in Figure 1, the utility model, which is a kind of beam slab, is total to branch system, including load, the horizontal component of load is load
Plate 2, the vertical portion of load set flitch 8, the wood of 1 vertical portion both sides of load beam for the surface fitting of 2 load beam 1 of Loading Plate
Side is connected by split bolt 7, and the flitch of 1 bottom surface of load beam is supported by the first support 3,3 lower end of the first support connection branch
Strut 6,6 lower end of supporting rod are supported on load bearing cross beam 5, and supporting rod 6 can move on load bearing cross beam 5；The bottom of Loading Plate 2
It is supported by the second support 9,9 lower end connecting upright pole 4 of the second support, 4 lower end of upright bar is fixed on load bearing cross beam 5.
Both first support 3, the second support 9 structures are identical, wherein the first support 3 includes U-shaped board 3-1, screw 3-2, spiral shell
Female 3-3, U-shaped board 3-1 are fixed on the top of screw 3-2, and screw 3-2 lower ends are fixedly connected with nut 3-3, nut 3-3 and support
Bar 6 is connected.
Several terminal pads 10 are uniformly arranged in upright bar 4.
The course of work of the utility model is as follows：The power of load beam 1 is transferred to supporting rod 6, Ran Houyou by the first support 3
Supporting rod 6 is transferred to load bearing cross beam 5, then is transferred to upright bar 4 by load bearing cross beam 5,；The power of Loading Plate 2 is transferred to the second support 9,
Upright bar 4 is transferred to by the second support 9 again, is propped up altogether so as to fulfill beam slab.
Claims (3)
1. a kind of beam slab is total to branch system, including load, it is characterised in that：The horizontal component of load is Loading Plate（2）, load it is perpendicular
Straight part is load beam（1）, load beam（1）Surface fitting set flitch（8）, load beam（1）The flitch of vertical portion both sides
Pass through split bolt（7）It is connected, Loading Plate（2）The flitch of bottom surface passes through the first support（3）Support, the first support（3）Lower end
Connection support bar（6）, supporting rod（6）Lower end is supported in load bearing cross beam（5）On, supporting rod（6）It can be in load bearing cross beam（5）It moves up
It is dynamic；Loading Plate（2）Bottom pass through the second support（9）Support, the second support（9）Lower end connecting upright pole（4）, upright bar（4）Lower end
It is fixed on load bearing cross beam（5）On.
2. beam slab as described in claim 1 is total to branch system, it is characterised in that：First support（3）, the second support（9）Two
Person's structure is identical, wherein the first support（3）Including U-shaped board（3-1）, screw（3-2）, nut（3-3）, U-shaped board（3-1）It is fixed on
Screw（3-2）Top, screw（3-2）Lower end and nut（3-3）It is fixedly connected, nut（3-3）With supporting rod（6）It is connected.
3. beam slab as described in claim 1 is total to branch system, it is characterised in that：The upright bar（4）On be uniformly arranged several connections
Disk（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721291472.2U CN207406034U (en) | 2017-09-30 | 2017-09-30 | Beam slab is total to branch system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721291472.2U CN207406034U (en) | 2017-09-30 | 2017-09-30 | Beam slab is total to branch system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207406034U true CN207406034U (en) | 2018-05-25 |
Family
ID=62407347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721291472.2U Active CN207406034U (en) | 2017-09-30 | 2017-09-30 | Beam slab is total to branch system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207406034U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352007A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Construction method of unit type supporting and early-dismantling formwork system |
-
2017
- 2017-09-30 CN CN201721291472.2U patent/CN207406034U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352007A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Construction method of unit type supporting and early-dismantling formwork system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Beam slab supported system Effective date of registration: 20210708 Granted publication date: 20180525 Pledgee: Bank of Jiangsu Limited by Share Ltd. Wuxi Cheng industry sub branch Pledgor: JIANGSU RAPID SCAFFOLDING (ENGINEERING) Co.,Ltd. Registration number: Y2021320010240 |