CN208718425U - A kind of truss type formwork bracket of structural steelwork floor - Google Patents
A kind of truss type formwork bracket of structural steelwork floor Download PDFInfo
- Publication number
- CN208718425U CN208718425U CN201821450992.8U CN201821450992U CN208718425U CN 208718425 U CN208718425 U CN 208718425U CN 201821450992 U CN201821450992 U CN 201821450992U CN 208718425 U CN208718425 U CN 208718425U
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- plate
- web
- truss
- boom
- fixed plate
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Abstract
The utility model discloses a kind of truss type formwork brackets of structural steelwork floor, including girder steel, top boom, lower boom, web member, web and connection component, the top boom, lower boom, web member and web, which are matched, to be combined into as truss, the truss is provided with several groups, truss both ends described in one group are mounted on the first stiffening plate, truss both ends described in another group are mounted on the second stiffening plate of cooperation the first stiffening plate installation, the connection component is mounted on girder steel far from one end of lower boom, several groups web is provided between the top boom and lower boom, the web member is cut tiltedly and both ends are respectively welded on top boom and lower boom, the top boom is equipped with the lumps of wood far from the side of lower boom, template is provided with above the lumps of wood, Bars In Poured Concrete Slab has been poured above the template.The truss type formwork bracket of the structural steelwork floor, design rationally, save material saving of labor, while alleviating own wt, are suitble to promote the use of.
Description
Technical field
The utility model belongs to technical field of building construction, and in particular to a kind of truss type formwork of structural steelwork floor
Bracket.
Background technique
Truss is structure made of one kind is hinged at both ends each other as rod piece.The general tool that truss is made of straight-bar
There are the plane or space structure of triangular element, truss member is primarily subjected to axial tension or pressure, so as to make full use of material
The intensity of material saves material than solid web girder when span is larger, mitigates self weight and increases rigidity.The advantages of truss is rod piece master
Pulling force or pressure are born, the effect of material can be given full play to, saves material, mitigates construction weight.
Usual floor project template system forms chord member of truss system by steel pipe, fastener, carries in work progress
Concrete, plank sheathing, lumps of wood weight and construction loads.There is the installation with material amount is big, the amount of labour used is big in this chord member of truss system
Inconvenient problem, leverages the efficiency of work.
Summary of the invention
It is above-mentioned to solve the purpose of this utility model is to provide a kind of truss type formwork bracket of structural steelwork floor
The problem of being proposed in background technique.
To achieve the above object, the utility model provides the following technical solutions: a kind of truss-like of structural steelwork floor
Falsework, including girder steel, top boom, lower boom, web member, web and connection component, the top boom, lower boom, web member and
Web is with being combined into as truss, and the truss is provided with several groups, and truss both ends described in one group are mounted on the first stiffening plate, separately
Truss both ends described in one group are mounted on the second stiffening plate of cooperation the first stiffening plate installation, and first stiffening plate and second add
Be fixed between strong plate by bolt, the top boom and lower boom are arranged in parallel, the lower boom far from top boom one
Side is equipped with connection component, and the connection component is mounted on girder steel far from one end of lower boom, the top boom and lower boom
Between be provided with several groups web, arranged in a crossed manner between web described in two groups to have two groups of web members, the web member is cut tiltedly and both ends point
It is not welded on top boom and lower boom, the top boom is equipped with the lumps of wood far from the side of lower boom, sets above the lumps of wood
It is equipped with template, has poured Bars In Poured Concrete Slab above the template.
Preferably, mounting hole is offered in the top boom and lower boom adjacent side, the web is described in I-shaped
Web both ends are mounted on support plate, and mounting hole, the support plate and top boom at the web both ends are offered in the support plate
It is fixed between lower boom by bolt.
Preferably, it is fixed to include at least the first mounting plate, the second mounting plate, the first fixed plate and second for the connection component
Plate, first fixed plate one end are fixed with the first mounting plate, and first mounting plate is fixedly welded on lower boom, and described
One fixed plate offers sliding slot far from one end of the first mounting plate, and first fixed plate is U-shaped, second fixed plate
One end is fixedly welded with the second mounting plate, and second mounting plate is mounted by means of bolts on girder steel, and described second is fixed
The other end of plate is mounted in the slideway of the first fixed plate.
Preferably, the slideway both ends of first fixed plate offer through-hole in parallel, and the second fixed plate side wall opens up
There is the through-hole with same size in the first fixed plate, bolt is fixedly installed on through-hole described in two groups, first fixed plate is remote
One end from slideway offers cavity, is equipped with sliding block in the cavity, second fixed plate far from the second mounting plate one
End is fixed with slide bar, and one end of the slide bar passes through the first fixed plate cavity and is fixedly welded on sliding block.
The technical effect and advantage of the utility model: the truss type formwork bracket of the structural steelwork floor, by winding up
The truss that bar, lower boom, web and web member form, the first stiffening plate and the second stiffening plate and company that truss both ends are coupled
The installation of connected components can make truss give full play to material property, and alternative conventional steel chord member of truss system greatly reduces steel
The usage amount of pipe, web both ends are bolted between top boom and lower boom, first stiffening plate at truss both ends and
It is fixed between two stiffening plates by bolt and one end of the second fixed plate of connection component is bolted on girder steel
On, facilitate the installation and removal of truss and connection component etc., by the first fixed plate and the second fixed plate of connection component
The through-hole opened up can according to need adjustment the distance between connection component and girder steel, so as to adjust the height of truss.The steel knot
The truss type formwork bracket of structure Engineering Floor, design rationally, save material saving of labor, while alleviating own wt, are suitble to promote the use of.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the connecting component structure schematic diagram of the utility model；
Fig. 3 is the connection component cross-sectional view of the utility model.
In figure: 1 girder steel, 2 connection components, 3 lower booms, 4 web members, 5 Bars In Poured Concrete Slabs, 6 templates, 7 lumps of wood, 8 top booms, 9 webs,
10 first mounting plates, 11 first fixed plates, 12 second fixed plates, 13 second mounting plates, 14 first stiffening plates, 15 second are reinforced
Plate, 16 slide bars, 17 sliding blocks.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of truss type formwork bracket of structural steelwork floor as shown in Figs. 1-3, including
Girder steel 1, top boom 8, lower boom 3, web member 4, web 9 and connection component 2, the top boom 8, lower boom 3, web member 4 and web 9
With being combined into as truss, the truss is provided with several groups, and truss both ends described in one group are mounted on the first stiffening plate 14, another
The group truss both ends are equipped with the second stiffening plate 15 that the first stiffening plate 14 of cooperation is respectively mounted, first stiffening plate 14 and the
It is fixed between two stiffening plates 15 by bolt, the top boom 8 and lower boom 3 are arranged in parallel, and the lower boom 3 is far from upper
The side of chord member 8 is equipped with connection component 2, and the connection component 2 is mounted on girder steel 1 far from one end of lower boom 3, it is described on
It is provided with several groups web 9 between chord member 8 and lower boom 3, it is arranged in a crossed manner between web 9 described in two groups to have two groups of web members 4, it is described
Web member 4 is cut tiltedly and both ends are respectively welded on top boom 8 and lower boom 3, and the top boom 8 is installed far from the side of lower boom 3
There is the lumps of wood 7, template 6 is provided with above the lumps of wood 7, has poured Bars In Poured Concrete Slab 5 above the template 6.
Specifically, offer mounting hole in 3 adjacent side of the top boom 8 and lower boom, the web 9 in I-shaped,
9 both ends of web are mounted on support plate, offer mounting hole in the support plate, the support plate at 9 both ends of web with
It is fixed between top boom 8 and lower boom 3 by bolt.
Specifically, the connection component 2 includes at least the first mounting plate 10, the second mounting plate 13,11 and of the first fixed plate
Second fixed plate 12, described first fixed plate, 11 one end are fixed with the first mounting plate 10, and first mounting plate 10 is fixedly welded
On lower boom 3, first fixed plate 11 offers sliding slot, first fixed plate 11 far from one end of the first mounting plate 10
U-shaped, one end of second fixed plate 12 is fixedly welded with the second mounting plate 13, and second mounting plate 13 passes through bolt
It is fixedly mounted on girder steel 1, the other end of second fixed plate 12 is mounted in the slideway of the first fixed plate 11.
Specifically, the slideway both ends of first fixed plate 11 offer through-hole, 12 side wall of the second fixed plate in parallel
The through-hole with same size in the first fixed plate 11 is offered, bolt is fixedly installed on through-hole described in two groups, described first is solid
Fixed board 11 offers cavity far from one end of slideway, sliding block 17 is equipped in the cavity, second fixed plate 12 is far from
One end of two mounting plates 13 is fixed with slide bar 16, and one end of the slide bar 16 passes through 11 cavity of the first fixed plate and is fixedly welded on cunning
On block 17, the sliding block 17 and slide bar 16 can effectively prevent first fixed plate 11 and during the installation process of connection component 2
Two fixed plates 12 occur dislocation and cause the not firm of installation.
Specifically, the truss type formwork bracket of the structural steelwork floor, in use, truss installa-tion above girder steel 1,
Top boom 8, lower boom 3, web 9 and web member 4 in truss can be consolidated to effectively being supported the second of connection component 2
The second mounting plate 13 on fixed board 12 is bolted on girder steel 1, the first stiffening plate 14 and the second stiffening plate on truss
15 are fixed by bolt, adjust the height of connection component 2, after adjustment, by bolt to the first fixed plate 11 and the
Two fixed plates 12 are fixed, and guarantee the truss that truss does not glide, and is made up of top boom 8, lower boom 3, web 9 and web member 4,
The installation of the first stiffening plate 14 and the second stiffening plate 15 and connection component 2 that truss both ends are coupled can make truss abundant
Material property is played, the lumps of wood 7, template 6 and Bars In Poured Concrete Slab 5 can guarantee the quality of construction using mature construction technology, by the
The sliding block 17 and slide bar 16 installed in one fixed plate 11 and the second fixed plate 12, can effectively prevent connection component 2 and are installing
The first fixed plate 11 and the second fixed plate 12, which occur to misplace, in the process causes the not firm to bring security risk of installation.The steel
The truss type formwork bracket of Structural Engineering floor, design rationally, save material saving of labor, while alleviating own wt, suitable popularization makes
With.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of truss type formwork bracket of structural steelwork floor, including girder steel (1), top boom (8), lower boom (3), web member
(4), web (9) and connection component (2), it is characterised in that: the top boom (8), lower boom (3), web member (4) and web (9)
With being combined into as truss, the truss is provided with several groups, and truss both ends described in one group are mounted on the first stiffening plate (14), separately
Truss both ends described in one group are mounted on the second stiffening plate (15) of cooperation the first stiffening plate (14) installation, first stiffening plate
(14) it is fixed between the second stiffening plate (15) by bolt, the top boom (8) and lower boom (3) are arranged in parallel, institute
It states lower boom (3) to be equipped with connection component (2) far from the side of top boom (8), the connection component (2) is far from lower boom (3)
One end be mounted on girder steel (1), be provided with several groups web (9) between the top boom (8) and lower boom (3), two groups of institutes
State it is arranged in a crossed manner between web (9) have two groups of web members (4), the web member (4) cut tiltedly and both ends be respectively welded at top boom (8) and
On lower boom (3), the top boom (8) is equipped with the lumps of wood (7) far from the side of lower boom (3), setting above the lumps of wood (7)
Have template (6), has poured Bars In Poured Concrete Slab (5) above the template (6).
2. a kind of truss type formwork bracket of structural steelwork floor according to claim 1, it is characterised in that: on described
Mounting hole is offered on chord member (8) and lower boom (3) adjacent side, the web (9) is in I-shaped, web (9) both ends
Be mounted on support plate, offer mounting hole in the support plate, the support plate at web (9) both ends and top boom (8) and
Lower boom is fixed between (3) by bolt.
3. a kind of truss type formwork bracket of structural steelwork floor according to claim 1, it is characterised in that: the company
Connected components (2) include at least the first mounting plate (10), the second mounting plate (13), the first fixed plate (11) and the second fixed plate
(12), described first fixed plate (11) one end is fixed with the first mounting plate (10), and first mounting plate (10) is fixedly welded on
On lower boom (3), first fixed plate (11) offers sliding slot far from the one end of the first mounting plate (10), and described first is fixed
Plate (11) is U-shaped, and one end of second fixed plate (12) is fixedly welded with the second mounting plate (13), second mounting plate
(13) it is mounted by means of bolts on girder steel (1), the other end of second fixed plate (12) is mounted on the first fixed plate
(11) in slideway.
4. a kind of truss type formwork bracket of structural steelwork floor according to claim 3, it is characterised in that: described
The slideway both ends of one fixed plate (11) offer through-hole in parallel, and the second fixed plate (12) side wall offers and the first fixed plate
(11) through-hole of same size on is fixedly installed with bolt on through-hole described in two groups, and first fixed plate (11) is far from slideway
One end offer cavity, be equipped in the cavity sliding block (17), second fixed plate (12) is far from the second mounting plate
(13) one end is fixed with slide bar (16), and one end of the slide bar (16) passes through the first fixed plate (11) cavity and is fixedly welded on cunning
On block (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821450992.8U CN208718425U (en) | 2018-09-06 | 2018-09-06 | A kind of truss type formwork bracket of structural steelwork floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821450992.8U CN208718425U (en) | 2018-09-06 | 2018-09-06 | A kind of truss type formwork bracket of structural steelwork floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208718425U true CN208718425U (en) | 2019-04-09 |
Family
ID=65981154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821450992.8U Expired - Fee Related CN208718425U (en) | 2018-09-06 | 2018-09-06 | A kind of truss type formwork bracket of structural steelwork floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208718425U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512897A (en) * | 2019-07-30 | 2019-11-29 | 中铁建设集团有限公司 | A kind of post-cast strip support system and installation method |
| CN113152678A (en) * | 2021-03-15 | 2021-07-23 | 重庆大学 | Wood frame energy dissipation anti-seismic structure system containing light steel truss |
-
2018
- 2018-09-06 CN CN201821450992.8U patent/CN208718425U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512897A (en) * | 2019-07-30 | 2019-11-29 | 中铁建设集团有限公司 | A kind of post-cast strip support system and installation method |
| CN113152678A (en) * | 2021-03-15 | 2021-07-23 | 重庆大学 | Wood frame energy dissipation anti-seismic structure system containing light steel truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190409 Termination date: 20190906 |