CN208251619U - A kind of assembling truss floor support plate support - Google Patents
A kind of assembling truss floor support plate support Download PDFInfo
- Publication number
- CN208251619U CN208251619U CN201820693029.6U CN201820693029U CN208251619U CN 208251619 U CN208251619 U CN 208251619U CN 201820693029 U CN201820693029 U CN 201820693029U CN 208251619 U CN208251619 U CN 208251619U
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- CN
- China
- Prior art keywords
- truss
- column
- support
- support plate
- girder steel
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
A kind of assembling truss floor support plate support construction includes girder steel, and the truss between floor support plate bottom, adjacent girder steel is arranged in and is supported on the vertical adjustable bracket at truss bottom both ends；The truss has one group, longitudinally spaced arrangement；The vertical adjustable bracket has two groups, is separately mounted on the girder steel of two sides；Wherein, every group of vertical longitudinally spaced setting of adjustable bracket；The vertical adjustable bracket includes column and the support fishplate bar that is connected on column；The column is fixed on the lower flange on the inside of girder steel；The support fishplate bar support connects in the bottom of truss, and asks fishplate bar vertically adjustable along column.The utility model solve it is traditional floor support plate bottom set up steel pipe support be more time-consuming, and be not able to satisfy multiple floors simultaneously pouring construction the technical issues of.
Description
Technical field
The utility model belongs to the realm of building construction more particularly to a kind of assembling truss floor support plate support construction.
Background technique
With the continuous development of assembled architecture, truss floor support plate is used widely in construction because its is convenient, fast,
The span of floor support plate can carry out pouring for concrete at 2.5 meters to 3.5 meters under conditions of support is not added；When span is more than
At 3.5 meters, needs to set up steel pipe support in the bottom of floor support plate, can generate and collapse or floor amount of deflection is excessive, shadow when otherwise pouring
Ring the finishing and beauty in later period；But it sets up steel pipe support to be more time-consuming, and is not able to satisfy multiple floors pouring construction is wanted simultaneously
It asks.
Utility model content
The purpose of the utility model is to provide a kind of assembling truss floor support plate support construction, to solve traditional to hold in building
Board bottom portion set up steel pipe support be more time-consuming, and be not able to satisfy multiple floors simultaneously pouring construction the technical issues of.
To achieve the above object, the utility model adopts the following technical solution.
A kind of assembling truss floor support plate support construction includes girder steel, is arranged between floor support plate bottom, adjacent girder steel
Truss and the vertical adjustable bracket for being supported on truss bottom both ends；The truss has one group, longitudinally spaced arrangement；It is described perpendicular
There are two groups to adjustable bracket, is separately mounted on the girder steel of two sides；Wherein, every group of vertical longitudinally spaced setting of adjustable bracket；
The vertical adjustable bracket includes column and the support fishplate bar that is connected on column；The column is fixed on the bottom wing on the inside of girder steel
On edge；The support fishplate bar support connects in the bottom of truss, and asks fishplate bar vertically adjustable along column.
Preferably, the truss includes truss standard knot and the truss adjustment section for being connected to truss standard knot two sides；Its
In, pass through flanged joint between truss standard knot and truss adjustment section.
Preferably, the cross section of the truss standard knot and truss adjustment section is triangular in shape.
Preferably, it is detachably connected between the column and the lower flange of girder steel.
Preferably, the outside of the column is equipped with screw thread, opens up hole in the plate face of the support fishplate bar；The support fishplate bar
It is socketed on column, and passes through nut and the adjustable connection of column.
The utility model has the characteristics that and beneficial effect compared with prior art.
1, a kind of dismountable steel pipe truss of the utility model as floor support plate bottom support, it by truss standard knot,
Truss adjustment section, vertical adjustable bracket composition use flanged joint, the nut tune at top between truss standard knot and truss adjustment section
The height of whole truss, is adjacent to truss with floor support plate；The utility model greatly facilitates production and installation, improves production effect
Rate reduces costs.
2, floor support plate support construction is directly mounted on the lower flange of girder steel by the utility model, utilizes the steel of main structure
The a part of frame as the utility model, has saved material, and easy for construction.
3, the utility model adjusts the height of truss using vertical adjustable bracket, and the utility model is vertical adjustable
Carrier structure is simple, convenient to assemble and disassemble, is able to satisfy multiple floors pouring construction simultaneously.
Detailed description of the invention
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram that floor support plate bottom is arranged in of the utility model.
Fig. 2 is the structural schematic diagram that the truss of the utility model is arranged on vertical adjustable bracket.
Fig. 3 is the schematic cross-section of A-A in Fig. 1.
Fig. 4 is the schematic cross-section of B-B in Fig. 1.
Appended drawing reference: 1- girder steel, 2- floor support plate, 3- truss, 3.1- truss standard knot, 3.2- truss adjustment section,
The vertical adjustable bracket of 4-, 4.1- column, 4.2 support fishplate bars, 4.3- nut, 5- flange.
Specific embodiment
As shown in Figs 1-4, this assembling truss floor support plate support construction includes girder steel 1, setting 2 bottom of floor support plate,
Truss 3 between adjacent girder steel 1 and the vertical adjustable bracket 4 for being supported on 3 bottom both ends of truss；The truss 3 has one group, edge
Longitudinal gap arrangement；The vertical adjustable bracket 4 has two groups, is separately mounted on the girder steel 1 of two sides；Wherein, vertically may be used for every group
Adjust the longitudinally spaced setting of bracket 4；The vertical adjustable bracket 4 includes column 4.1 and the support fishplate bar that is connected on column 4.1
4.2；The column 4.1 is fixed on the lower flange of 1 inside of girder steel；Support 4.2 support of fishplate bar connects in the bottom of truss 3, and holds in the palm
Fishplate bar 4.2 is vertical adjustable along column 4.1.
In the present embodiment, the truss 3 includes truss standard knot 3.1 and the purlin for being connected to 3.1 two sides of truss standard knot
Frame adjustment section 3.2；Wherein, it is connected between truss standard knot 3.1 and truss adjustment section 3.2 by flange 5.
In the present embodiment, the cross section of the truss standard knot 3.1 and truss adjustment section 3.2 is triangular in shape.
In the present embodiment, the outside of the column 4.1 is equipped with screw thread, opens up hole in the plate face of the support fishplate bar 4.2；
The support fishplate bar 4.2 is socketed on column 4.1, and passes through nut 4.3 and the adjustable connection of column 4.1.
In the present embodiment, on the lower flange of the girder steel 1, longitudinally spaced it is welded and connected with attaching nut, the column
4.1 lower end is threadedly coupled with attaching nut.
In the present embodiment, by the truss standard knot 3.1 of support, truss adjustment section 3.2, vertical adjustable bracket 4 in factory
It completes the process, and carries out assembling adjustment, shipped after the assay was approved to scene.
In the present embodiment, after floor support plate 2 is installed, truss support is placed on the bottom wing listrium of girder steel 1, is adjusted
Position, the nut 4.3 of rotary top make truss 3 and floor support plate 2 be adjacent to simultaneously locking nut 4.3.
Above-described embodiment is not the exhaustion of specific embodiment, can also there is other embodiments, and above-described embodiment purpose exists
In illustrating the utility model, rather than the protection scope of the utility model is limited, it is all from the utility model simple change
Using all falling in the protection scope of the utility model.
Claims (5)
1. a kind of assembling truss floor support plate support construction, it is characterised in that: including girder steel (1), be arranged at floor support plate (2) bottom
Truss (3) between portion, adjacent girder steel (1) and the vertical adjustable bracket (4) for being supported on truss (3) bottom both ends；The purlin
Frame (3) has one group, longitudinally spaced arrangement；The vertical adjustable bracket (4) has two groups, is separately mounted to the girder steel (1) of two sides
On；Wherein, every group of longitudinally spaced setting of vertical adjustable bracket (4)；The vertical adjustable bracket (4) includes column (4.1)
With the support fishplate bar (4.2) being connected on column (4.1)；The column (4.1) is fixed on the lower flange on the inside of girder steel (1)；Institute
It states support fishplate bar (4.2) support to connect in the bottom of truss (3), and asks fishplate bar (4.2) vertical adjustable along column (4.1).
2. assembling truss floor support plate support construction according to claim 1, it is characterised in that: the truss (3) includes
There is truss standard knot (3.1) and is connected to the truss adjustment section (3.2) of truss standard knot (3.1) two sides；Wherein, truss standard knot
(3.1) it is connected between truss adjustment section (3.2) by flange (5).
3. assembling truss floor support plate support construction according to claim 2, it is characterised in that: the truss standard knot
(3.1) and the cross section of truss adjustment section (3.2) is triangular in shape.
4. assembling truss floor support plate support construction according to claim 1, it is characterised in that: the column (4.1) with
It is detachably connected between the lower flange of girder steel (1).
5. assembling truss floor support plate support construction according to claim 4, it is characterised in that: the column (4.1)
Outside is equipped with screw thread, opens up hole in the plate face of support fishplate bar (4.2)；The support fishplate bar (4.2) is socketed in column (4.1)
On, and pass through nut (4.3) and column (4.1) adjustable connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820693029.6U CN208251619U (en) | 2018-05-10 | 2018-05-10 | A kind of assembling truss floor support plate support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820693029.6U CN208251619U (en) | 2018-05-10 | 2018-05-10 | A kind of assembling truss floor support plate support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208251619U true CN208251619U (en) | 2018-12-18 |
Family
ID=64635003
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820693029.6U Expired - Fee Related CN208251619U (en) | 2018-05-10 | 2018-05-10 | A kind of assembling truss floor support plate support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251619U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056182A (en) * | 2019-05-21 | 2019-07-26 | 北京城建北方集团有限公司 | It can turnover type steel bar truss floor support plate support device |
| CN110821159A (en) * | 2019-11-27 | 2020-02-21 | 广西建工集团第五建筑工程有限责任公司 | Steel-structure large-span adjustable floor support plate supporting structure and construction method thereof |
| CN112302383A (en) * | 2020-10-29 | 2021-02-02 | 中国建筑土木建设有限公司 | Adjustable light multifunctional industrial factory building system and construction method thereof |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
-
2018
- 2018-05-10 CN CN201820693029.6U patent/CN208251619U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056182A (en) * | 2019-05-21 | 2019-07-26 | 北京城建北方集团有限公司 | It can turnover type steel bar truss floor support plate support device |
| CN110821159A (en) * | 2019-11-27 | 2020-02-21 | 广西建工集团第五建筑工程有限责任公司 | Steel-structure large-span adjustable floor support plate supporting structure and construction method thereof |
| CN112302383A (en) * | 2020-10-29 | 2021-02-02 | 中国建筑土木建设有限公司 | Adjustable light multifunctional industrial factory building system and construction method thereof |
| CN113530243A (en) * | 2021-08-10 | 2021-10-22 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
| CN113530243B (en) * | 2021-08-10 | 2022-11-11 | 山西广业建设工程有限公司 | High-earthquake-resistance quick-installation steel structure floor bearing plate concrete multilayer synchronous pouring construction method |
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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 |
Granted publication date: 20181218 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |