CN208235787U - Assembled shingle nail - Google Patents
Assembled shingle nail Download PDFInfo
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- CN208235787U CN208235787U CN201820709732.1U CN201820709732U CN208235787U CN 208235787 U CN208235787 U CN 208235787U CN 201820709732 U CN201820709732 U CN 201820709732U CN 208235787 U CN208235787 U CN 208235787U
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Abstract
The utility model discloses a kind of assembled shingle nails, comprising: connects into the load-bearing steel skeleton and additional steel skeleton of truss；Load-bearing steel skeleton includes girder steel and bracing members rod piece, and the end of girder steel offers bolt hole, and bracing members rod piece includes vertical supporting bar and skewed horizontal load bar, and one end of vertical supporting bar is fixedly connected with girder steel, and skewed horizontal load bar is connected between the other end and the end of girder steel；Side connecting plate is connected to the intersection of girder steel, skewed horizontal load bar and additional steel skeleton, and side connecting plate is connect with the second column connecting plate；Lower connecting plate is connected to the intersection of vertical supporting bar, skewed horizontal load bar and additional steel skeleton, and the top of girder steel is connected with upper junction plate；Surrounding's assembling reinforcement net of load-bearing steel skeleton and additional steel skeleton, load-bearing steel skeleton, additional steel skeleton and steel mesh are coated by wallboard matrix.Shingle nail combines the primary structure members such as girder steel, support in the load-bearing steel skeleton of building and enclosure wall together, to improve the assembly rate of shingle nail.
Description
Technical field
The utility model relates to assembled architecture technical fields, specifically, are related to a kind of assembled shingle nail.
Background technique
Currently, steel construction assembled architecture is first by the main load-bearing primary structure member column of building, beam, support, shear wall etc.
It is first installed, forms whole steel skeleton, then metope is installed and goes along with sb. to guard him part.Metope goes along with sb. to guard him part substantially using three kinds of installation sides
Formula:
(1) using live masonry panel.
(2) or on-site consolidation fritter wall surface curb plate material exterior-protecting wall panel, is formed.
(3) using bulk or each standard width of a room in an old-style house using one block of whole large wall panel, integral installation.
The characteristics of existing steel construction assembling is: it is separation that main structure and metope, which go along with sb. to guard him part, assembled shingle nail,
On the body construction, shingle nail is only fender member for support.
The components such as column, beam, support, shear wall are separately installed, and shingle nail also wants separately installed, and the number of components is more and installation is multiple
Miscellaneous, the components such as interior of building beam, column, support, shear wall are exposed.Assembly is complicated, and assembly rate is low, and assembly cost is high, main knot
The antirusts such as structure beam column support, fire prevention are gone along with sb. to guard him at high cost.
Utility model content
For the above deficiency of the prior art, the technical problem to be solved by the utility model is to provide a kind of assembleds
Shingle nail combines the primary structure members such as girder steel, support in the load-bearing steel skeleton of building in addition to column and enclosure wall together, with
Improve the assembly rate of shingle nail.
In order to solve the above technical problems, the technical solution of the utility model is:
A kind of assembled shingle nail is set between two steel columns, comprising: load-bearing steel skeleton and additional steel skeleton, it is described
Additional steel skeleton is welded into a whole truss by side connecting plate and lower connecting plate and the load-bearing steel skeleton；The load-bearing steel
Skeleton includes girder steel and bracing members rod piece, and the end of the girder steel offers bolt hole, and the steel column is fixedly installed cloth up and down
The end of the first column connecting plate and the second column connecting plate set, the girder steel passes through bolt and the corresponding first column connecting plate
It is fixedly connected, flange plate is correspondingly connected with plate with steel column and is connect with butt welding above and below girder steel.The bracing members rod piece includes vertical branch
One end of strut and skewed horizontal load bar, the vertical supporting bar is fixedly connected with the girder steel, the end of the other end and the girder steel
The skewed horizontal load bar is connected between portion；The side connecting plate is fixedly connected on the girder steel, the skewed horizontal load bar and institute
The intersection of additional steel skeleton is stated, the side connecting plate is fixedly connected by bolt with the second column connecting plate；The lower company
Fishplate bar is fixedly connected on the intersection of the vertical supporting bar, skewed horizontal load bar and the additional steel skeleton, the girder steel
Top is fixedly connected with upper junction plate, and the upper junction plate is corresponding with the position of the lower connecting plate；The load-bearing steel skeleton
With surrounding's assembling reinforcement net of additional steel skeleton, the load-bearing steel skeleton, the additional steel skeleton and the steel mesh are filled
The wallboard matrix cladding that material is formed.
Preferably, the additional steel skeleton includes vertical additional support bar and lateral additional support bar, described vertical additional
Support rod is fixed together with the lateral additional support bar, and the vertical additional support bar and the side connecting plate are solid
Fixed connection, the transverse direction additional support bar are fixedly connected with the lower connecting plate.
Preferably, bolt hole is respectively equipped on the upper junction plate and the lower connecting plate.
Preferably, heat preservation and soundproof sandwich layer is equipped in the wallboard matrix.
Preferably, the heat preservation and soundproof sandwich layer is extruded sheet, styrofoam, polyurethane sheet or rock wool board.
Preferably, the wallboard matrix is made of foamed cement, foam concrete or air entrained concrete.
After above-mentioned technical proposal, the beneficial effects of the utility model are:
Shingle nail permeates the beam in the load-bearing steel skeleton of building with primary structure members such as supporting rods with enclosure wall
Body reduces the number of components, realizes absolutely full assembling, reduces assembly cost, and interior of building beam, support
Equal components are filled the wallboard matrix cladding of material formation, not exposed, reduce the antirust maintenance cost of beam, support etc..
Only by 4 connecting node connections between shingle nail and two sides steel column and upper and lower shingle nail, other positions are completely disconnected
It opens, reserves gap.Connect simple and reliable, stress is clearly reasonable, is advantageously implemented assembling.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model assembled shingle nail；
Fig. 2 be along Fig. 1 A-A to schematic cross-sectional view；
Fig. 3 be along Fig. 1 A-A to another schematic cross-sectional view；
Fig. 4 is the assembling structure schematic diagram of the utility model assembled shingle nail；
In figure: 1- girder steel；11- bolt hole；2- steel column；21- the first column connecting plate；211- bolt hole；The connection of the second column of 22-
Plate；221- bolt hole；3- bracing members rod piece；31- vertical supporting bar；32- skewed horizontal load bar；4- adds steel skeleton；41- is vertically attached
Add support rod；The horizontal additional support bar of 42-；5- lower connecting plate；51- bolt hole；6- upper junction plate；61- bolt hole；The connection of the side 7-
Plate；71- bolt hole；8- steel mesh；9- wallboard matrix；12- heat preservation and soundproof sandwich layer；The gap t1-；The gap t2-.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model, and it is not used in restriction the utility model.
As Fig. 1 and Fig. 2 jointly shown in, a kind of assembled shingle nail, shingle nail is set between two steel columns 2, load-bearing steel
Skeleton and additional steel skeleton 4, additional steel skeleton 4 by side connecting plate 7 and lower connecting plate 5 and load-bearing steel skeleton be welded into one it is whole
Body truss.
Load-bearing steel skeleton includes girder steel 1 and bracing members rod piece 3, and the profiles such as H profile steel, steel square tube can be selected in girder steel 1.Bracing members
Rod piece 3 selects the profiles such as steel square tube, H profile steel, cylindrical steel tube, rectangular tube.
The both ends of girder steel 1 offer bolt hole 11, and steel column 2 is fixedly installed 21 He of the first column connecting plate arranged up and down
Second column connecting plate 22, the first column connecting plate 21 are equipped with bolt hole 211, and the second column connecting plate 22 is equipped with bolt hole 221, steel
The web of 1 end of beam is fixedly connected by bolt with corresponding first column connecting plate 21, the flange plate up and down and the first column of girder steel 1
Connecting plate 21 is connected by butt welding.
Bracing members rod piece 3 includes vertical supporting bar 31 and skewed horizontal load bar 32, and one end of vertical supporting bar 31 and girder steel 1 are solid
Fixed connection, is connected with skewed horizontal load bar 32 between the other end and the end of girder steel 1.
Side connecting plate 7 is fixedly connected on the intersection of girder steel 1, skewed horizontal load bar 32 and additional steel skeleton 4, side connecting plate
7 are equipped with bolt hole 71, and side connecting plate 7 is fixedly connected by bolt with the second column connecting plate 22；Lower connecting plate 5 is fixedly connected on
The top of the intersection of vertical supporting bar 31, skewed horizontal load bar 32 and additional steel skeleton 4, girder steel 1 is fixedly connected with connection
Plate 6, upper junction plate 6 are corresponding with the position of lower connecting plate 5；
Additional steel skeleton 4 includes two vertical additional support bars 41 and a lateral additional support bar 42, vertical additional branch
The lower end of strut 41 is fixed together with lateral additional support bar 42, and vertical additional support bar 41 and side connecting plate 7
It is fixedly connected, lateral additional support bar 42 is fixedly connected with lower connecting plate 5.Additional steel skeleton 4 is using steel square tube, H profile steel, steel circle
The profiles such as pipe, rectangular tube, C-type steel, T-steel, angle steel.
Surrounding's assembling reinforcement net of load-bearing steel skeleton and additional steel skeleton 4, load-bearing steel skeleton, additional steel skeleton 4 and reinforcing bar
The wallboard matrix 9 that net 8 is filled material formation coats.The wallboard matrix 9 filled around load-bearing steel skeleton and additional steel skeleton 9
Thickness be no less than 50mm, wallboard matrix 9 is poured by foamed cement, foam concrete or air entrained concrete etc. and is constituted, to reinforcing bar
Erect antirust, fire prevention, the effect of cold-prevention bridge.
As shown in figure 4, the web at 1 both ends of the first column connecting plate 21 and girder steel is bolted to connection, steel when assembly
The flange plate of beam 1 and the first column connecting plate 21 weld, and the second column connecting plate 22 is bolted to connection with side connecting plate 7, will
Shingle nail is fixed between two steel columns 2.Lower connecting plate 5 and upper junction plate 6, which pass through bolt or be welded and fixed, to link together,
And then the shingle nail of upper and lower level is linked together.There are the gap t1 of 20mm for upper and lower level shingle nail, between shingle nail and steel column 2
There are the gap t2 of 20mm.
Fig. 3 shows another wall sectional structure, and in this kind of structure, heat preservation and soundproof sandwich layer is equipped in wallboard matrix 9
12.Heat preservation and soundproof sandwich layer 12 is made of extruded sheet, styrofoam, polyurethane sheet or rock wool board, has the effect of heat preservation and soundproof, enhancing
The thermal insulation property and sound insulation value of shingle nail.
The above is the citing of the utility model preferred forms, wherein the part that do not address in detail is this field
The common knowledge of those of ordinary skill.The protection scope of the utility model is based on the contents of the claims, any to be based on this reality
The equivalent transformation carried out with novel technical inspiration, is also within the protection scope of the utility model.
Claims (6)
1. assembled shingle nail is set between two steel columns characterized by comprising
Load-bearing steel skeleton and additional steel skeleton, the additional steel skeleton pass through side connecting plate and lower connecting plate and the load-bearing reinforcing bar
Frame is welded into a whole truss；
The load-bearing steel skeleton includes girder steel and bracing members rod piece, and the end of the girder steel offers bolt hole, and the steel column is solid
Surely it is provided with the first column connecting plate arranged up and down and the second column connecting plate, the girder steel has web and flange plate, the steel
The web of beam end is fixedly connected by bolt with the corresponding first column connecting plate, the flange plate of the girder steel and described the
One column connecting plate butt welding connection, the bracing members rod piece includes vertical supporting bar and skewed horizontal load bar, the vertical supporting bar
One end be fixedly connected with the girder steel, the skewed horizontal load bar is connected between the other end and the end of the girder steel；
The side connecting plate is fixedly connected on the intersection of the girder steel, the skewed horizontal load bar and the additional steel skeleton,
The side connecting plate is fixedly connected by bolt with the second column connecting plate；The lower connecting plate is fixedly connected on described vertical
The intersection of support rod, skewed horizontal load bar and the additional steel skeleton, the top of the girder steel are fixedly connected with upper junction plate,
The upper junction plate is corresponding with the position of the lower connecting plate；
Surrounding's assembling reinforcement net of the load-bearing steel skeleton and additional steel skeleton, the load-bearing steel skeleton, the additional steel skeleton
The wallboard matrix cladding of material formation is filled with the steel mesh.
2. assembled shingle nail as described in claim 1, which is characterized in that the additional steel skeleton includes vertical additional support
Bar and lateral additional support bar, the vertical additional support bar is fixed together with the lateral additional support bar, and institute
It states vertical additional support bar to be fixedly connected with the side connecting plate, the transverse direction additional support bar and the fixed company of the lower connecting plate
It connects.
3. assembled shingle nail as described in claim 1, which is characterized in that divide on the upper junction plate and the lower connecting plate
It She You not bolt hole.
4. assembled shingle nail as described in claim 1, which is characterized in that be equipped with heat preservation and soundproof core in the wallboard matrix
Layer.
5. assembled shingle nail as claimed in claim 4, which is characterized in that the heat preservation and soundproof sandwich layer is extruded sheet, polyphenyl
Plate, polyurethane sheet or rock wool board.
6. assembled shingle nail as described in claim 1, which is characterized in that the wallboard matrix is mixed by foamed cement, foam
Solidifying soil or air entrained concrete are constituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820709732.1U CN208235787U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820709732.1U CN208235787U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235787U true CN208235787U (en) | 2018-12-14 |
Family
ID=64579580
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820709732.1U Active CN208235787U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235787U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130522A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies lining structure and production method |
-
2018
- 2018-05-12 CN CN201820709732.1U patent/CN208235787U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130522A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies lining structure and production method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190116 Address after: 261041 Room 401, Unit 2, Building 1-1, 2101 Ronghua Road, Weifang High-tech Development Zone, Shandong Province Patentee after: Liu Shujin Address before: 261000 20th Floor, Yihe Huixian Building, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee before: Weifang gold skill structural steelwork technical advice Co., Ltd |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201106 Address after: 261000 20th Floor, Yihe Huixian Building, Yihe First City, Junction of Health Street and Huixian Road, Weifang High-tech Development Zone, Shandong Province Patentee after: WEIFANG JINYI STEEL STRUCTURAL ENGINEERING TECHNICAL ADVISORY Co.,Ltd. Address before: 401, room 2, building 1-1, building 2101, Rong Hua Road, Weifang hi tech Development Zone, Shandong 261041, China Patentee before: Liu Shujin |
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| TR01 | Transfer of patent right |