CN205954965U - Novel node of steel skeleton light floor - Google Patents
Novel node of steel skeleton light floor Download PDFInfo
- Publication number
- CN205954965U CN205954965U CN201620890148.1U CN201620890148U CN205954965U CN 205954965 U CN205954965 U CN 205954965U CN 201620890148 U CN201620890148 U CN 201620890148U CN 205954965 U CN205954965 U CN 205954965U
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- floor
- slotted hole
- light
- steel skeleton
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 238000003466 welding Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 239000000758 substrate Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a building structure field discloses a novel node of light-duty floor of steel skeleton, including light-duty floor and frame construction roof beam, still include the connecting plate, the connecting plate welds on the frame construction roof beam, and light-duty floor both ends are opened there is slotted hole I, and it has corresponding slotted hole II to open on the connecting plate, and the slotted pole passes slotted hole I and slotted hole II and is connected to light-duty floor and connecting plate together. The utility model is used for being connected between steel skeleton light-duty floor such as sky base plate and major structure frame roof beam, the job site does not have the welding, and construction simple to operate shortens the construction cycle of floor effectively, realizes the rapid Assembly installation, guarantees that the safe and reliable of floor connection has increased the floor net height simultaneously by a wide margin.
Description
Technical field
The utility model is related to building construction field, in particular to a kind of section of novel steel skeleton light floor slab
Point.
Background technology
At present, China's assembled arthitecutral structure is mainly reinforced concrete structure, and assembling type steel structure building is then few
Again few.Wherein significant portion reason is, steel building matching system is not perfect, and many component nodes cannot be realized soon
Quick-mounting joins installation, thus construction period is compared xoncrete structure and do not reduced too much.
Wherein, existing precast floor slab, generally using the mounting means with agent structure Site Welding, needs to every block of plate
Welded with flange of beam, sometimes also needed to Site Welding junction steel plate on web, complicated construction technique, operation easier
Greatly, and it is difficult to ensure that construction quality.Therefore, change the connected mode of precast floor slab and agent structure, build to realizing steel construction
The assembled built is necessary.
Utility model content
Main purpose of the present utility model is to provide a kind of node of novel steel skeleton light floor slab, to solve existing skill
In art, generally using the mounting means with agent structure Site Welding, complicated construction technique, operation easier is big for precast floor slab, and
It is difficult to ensure that the problem of construction quality.
To achieve these goals, the utility model adopts following technical scheme：
A kind of node of novel steel skeleton light floor slab, including light floor slab and frame structural beam, also includes connecting plate, even
Fishplate bar is welded on frame structural beam, and light floor slab two ends have slotted hole I, and connecting plate has corresponding slotted hole
II, light floor slab is connected together with connecting plate with slotted hole II by long round bar through slotted hole I.
Further, on light floor slab, the position of slotted hole I is provided with insertion Circular Pipe；
Further, connecting plate is trapezoidal.
The utility model has the advantages that：
(1) the utility model is used for the connection between steel skeleton light-duty floor and main structural frame beam such as sky substrate, construction
Live welding, construction and installation are convenient, effectively shorten the construction period of floor, realize quick assembling and install；
(2) general beam slab connected mode, is to ride over floor on the top flange of beam, and the utility model is by floor plug
Enter below the top flange of beam, can significantly increase floor clear height.
Brief description
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model sectional view；
Fig. 3 is connecting board structure schematic diagram；
Wherein, above-mentioned accompanying drawing includes the following drawings mark：1st, frame structural beam；2nd, connecting plate；3rd, light floor slab；4th, oval
Bar；5th, slotted hole I；6th, slotted hole II.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As illustrated, a kind of node of novel steel skeleton light floor slab, including light floor slab 3 and frame structural beam 1, also wrap
Include connecting plate 2, connecting plate 2 is welded on frame structural beam 1, light floor slab 3 two ends have slotted hole I 5, and connecting plate 2 has
Corresponding slotted hole II 6, long round bar 4 passes through slotted hole I 5 and slotted hole II 6 to connect light floor slab 3 and connecting plate 2
To together.
In actual production, during prefabricated panels, need to be improved on the basis of space-based board production technology, so that it is applied to
This method of attachment.Open up slotted hole at sky substrate main rib two ends first, and weld insertion Circular Pipe in main rib position of opening, then
Carry out core according to sky substrate process to pour, after the completion of pouring, form insertion slotted hole at sky substrate two ends.For meeting sky substrate
Application in house, the main rib of sky substrate should keep sustained height with end rib.
Connecting plate opens up slotted hole by general steel plate in ad-hoc location and forms, its steel label, sheet metal thickness, slotted hole
Position and parameter by designer according to connecting plate Force Calculation structure depending on, connecting plate adopts trapezoidal, in factory in advance by ladder
The long side of shape connecting plate is welded on the web of frame structural beam, and weld seam is longer, and tension ability is stronger.
During in-site installation, by floor lean hoisting to precalculated position, there is connecting plate with holes prefabricated in advance floor both sides,
The slotted hole of adjustment floor aligns with being connected plate hole as far as possible, inserts long round bar from building lateral ends, then sequentially passes through all
Floor.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.All of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvement made etc., should be included within protection domain of the present utility model.
Claims (3)
1. a kind of node of novel steel skeleton light floor slab, including light floor slab (3) and frame structural beam (1) it is characterised in that
Also include connecting plate (2), connecting plate (2) is welded on frame structural beam (1), and light floor slab (3) two ends have slotted hole I (5),
Corresponding slotted hole II (6) is had on connecting plate (2), long round bar (4) will through slotted hole I (5) and slotted hole II (6)
Light floor slab (3) connects together with connecting plate (2).
2. the node of novel steel skeleton light floor slab according to claim 1 is it is characterised in that above grow in light floor slab (3)
The position of circular hole I (5) is additionally provided with insertion Circular Pipe.
3. the node of novel steel skeleton light floor slab according to claim 1 is it is characterised in that connecting plate (2) is trapezoidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620890148.1U CN205954965U (en) | 2016-08-16 | 2016-08-16 | Novel node of steel skeleton light floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620890148.1U CN205954965U (en) | 2016-08-16 | 2016-08-16 | Novel node of steel skeleton light floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954965U true CN205954965U (en) | 2017-02-15 |
Family
ID=57975533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620890148.1U Expired - Fee Related CN205954965U (en) | 2016-08-16 | 2016-08-16 | Novel node of steel skeleton light floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205954965U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268853A (en) * | 2017-07-07 | 2017-10-20 | 青岛腾远设计事务所有限公司 | A kind of full bolts assemblies formula steel skeleton light-duty plate and preparation method thereof |
| CN107299710A (en) * | 2017-06-21 | 2017-10-27 | 中天建设集团浙江钢构有限公司 | Integrated assembled type light floor and its construction method |
| CN108412100A (en) * | 2018-06-11 | 2018-08-17 | 青岛理工大学 | Fully assembled sunken floor and connection structure thereof |
| CN109024908A (en) * | 2018-08-23 | 2018-12-18 | 青岛理工大学 | Node structure for connecting sinking type prefabricated slab and H-shaped steel beam |
-
2016
- 2016-08-16 CN CN201620890148.1U patent/CN205954965U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107299710A (en) * | 2017-06-21 | 2017-10-27 | 中天建设集团浙江钢构有限公司 | Integrated assembled type light floor and its construction method |
| CN107268853A (en) * | 2017-07-07 | 2017-10-20 | 青岛腾远设计事务所有限公司 | A kind of full bolts assemblies formula steel skeleton light-duty plate and preparation method thereof |
| CN108412100A (en) * | 2018-06-11 | 2018-08-17 | 青岛理工大学 | Fully assembled sunken floor and connection structure thereof |
| CN109024908A (en) * | 2018-08-23 | 2018-12-18 | 青岛理工大学 | Node structure for connecting sinking type prefabricated slab and H-shaped steel beam |
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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: 20170215 |