CN208235788U - Assembled shingle nail - Google Patents
Assembled shingle nail Download PDFInfo
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- CN208235788U CN208235788U CN201820710235.3U CN201820710235U CN208235788U CN 208235788 U CN208235788 U CN 208235788U CN 201820710235 U CN201820710235 U CN 201820710235U CN 208235788 U CN208235788 U CN 208235788U
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Abstract
The utility model discloses a kind of assembled shingle nails, it include: two steel columns, a girder steel and several bracing members rod pieces, the girder steel is fixedly connected between the upper end of two steel columns, and the bracing members rod piece and the steel column and the girder steel are fixedly connected to form the steel skeleton of a whole load-bearing stress；Surrounding's assembling reinforcement net of the steel skeleton, the steel skeleton and the steel mesh are filled the wallboard matrix cladding of material formation；The height of the shingle nail is building nature layer height.The shingle nail combines together the primary structure members such as column, beam and support in the load-bearing steel skeleton of building and enclosure wall, reduce the number of components, realize absolutely full assembling, reduce assembly cost, and the components such as interior of building beam, column, support are filled the wallboard matrix cladding of material formation, it is not exposed, reduce the antirust maintenance cost of beam, column, support etc..
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 purpose of the utility model is to provide a kind of assembled shingle nail, the metopes
Plate combines together the primary structure members such as column, beam and support in the load-bearing steel skeleton of building and enclosure wall, to reduce assembly
The number of components improves assembly rate.
In order to solve the above technical problems, the technical solution of the utility model is:
A kind of assembled shingle nail, comprising: two steel columns, a girder steel and several bracing members rod pieces, the girder steel are solid
Surely it is connected between the upper end of two steel columns, the bracing members rod piece is fixedly connected with the steel column and the girder steel
Form the steel skeleton of a whole load-bearing stress；Surrounding's assembling reinforcement net of the steel skeleton, the steel skeleton and the reinforcing bar
Net is filled the wallboard matrix cladding of material formation；The height of the shingle nail is building nature layer height.
Preferably, the bracing members rod piece includes transverse support bar, vertical supporting bar and skewed horizontal load bar, the laterally branch
Strut is fixedly connected between the lower end of two steel columns, and the vertical supporting bar is fixedly connected on the transverse support bar
Between the girder steel, the steel column, the girder steel, the transverse support bar and the vertical supporting bar surround rectangle frame
Frame, the skewed horizontal load bar are diagonally arranged in the rectangular frame.
Preferably, the girder steel and the transverse support bar are respectively arranged with connecting plate, and the connecting plate is erected with described
It is corresponding to the position of support rod.
Preferably, the connecting plate is equipped with bolt hole.
Preferably, the bracing members rod piece includes transverse support bar and skewed horizontal load bar, and the transverse support bar is fixed to be connected
It is connected between the lower end of two steel columns, the steel column, the girder steel and the transverse support bar surround rectangular frame, institute
Skewed horizontal load bar is stated diagonally to be arranged in the rectangular frame.
Preferably, the packing material is made of foamed cement, foam concrete or air entrained concrete.
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.
After above-mentioned technical proposal, the beneficial effects of the utility model are:
Shingle nail is the height of shingle nail i.e. using each layer as one block plate of building, metope using building nature layer height
The length of plate determines according to room-sized, both can a room as one block of wallboard, can also multiple room walls be linked to be an entirety
As one block of wallboard, to greatly improve assembly efficiency.
The load-bearing stress frame of wallboard is steel construction, the load-bearing primary structure member of constructure body structure corresponding to shingle nail
(such as column, beam, support), it is integral with welding or being bolted.It is both that the load-bearing stress frame of main structure and wall are gone along with sb. to guard him
Load-bearing stress frame.The steel structure frameworks such as column, beam, support make integral truss, steel skeleton two sides assembling reinforcement net, and in steel
Skeleton two sides pour the packing materials such as air entrained concrete, foamed cement, lightweight aggregate concrete, and truss intermediate hollow part can also be filled out
Fill thermal insulation material (such as: extruded sheet, styrofoam, rock wool board, polyurethane sheet).
In conclusion the shingle nail by the primary structure members such as column, beam and support in the load-bearing steel skeleton of building with go along with sb. to guard him
Wall combines together, and reduces the number of components, realizes absolutely full assembling, reduces assembly cost, and building
The components such as built in beam, column, support are filled the wallboard matrix cladding of material formation, not exposed, reduce beam, column, support etc.
Antirust maintenance cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model assembled shingle nail embodiment one；
Fig. 2 is the structural schematic diagram of the utility model assembled shingle nail embodiment two；
Fig. 3 is the structural schematic diagram of the utility model assembled shingle nail embodiment three；
Fig. 4 is the structural schematic diagram of the utility model assembled shingle nail example IV；
Fig. 5 be in Fig. 1 A-A to the first schematic cross-sectional view；
Fig. 6 be in Fig. 1 A-A to second of schematic cross-sectional view；
Fig. 7 is the assembling structure schematic diagram of embodiment one；
Fig. 8 is the assembling structure schematic diagram of embodiment two；
In figure: 1- girder steel；2- steel column；3- bracing members rod piece；31- transverse support bar；32- vertical supporting bar；The oblique branch of 33-
Strut；34- skewed horizontal load bar；4- connecting plate；5- bolt hole；6- steel mesh；7- heat preservation and soundproof sandwich layer；8- wallboard matrix；T- seam
Gap.
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.
Embodiment one
As Fig. 1 and Fig. 5 jointly shown in, a kind of assembled shingle nail, steel skeleton includes two vertically arranged steel columns 2, steel
The profiles such as steel square tube, H profile steel, cylindrical steel tube and rectangular tube can be selected in column 2.It is fixedly connected between the upper end of two vertical steel columns 2
There is the girder steel 1 being laterally arranged, the profiles such as H profile steel, steel square tube can be selected in girder steel 1.Bracing members rod piece 3 and steel column 2 and girder steel 1 are solid
Surely it is connected to form a whole the steel skeleton of load-bearing stress, bracing members rod piece 3 is by steel square tube, H profile steel, cylindrical steel tube, rectangular tube, C
The profiles such as fashioned iron, T-steel, angle steel are constituted.
As shown in Figure 1, bracing members rod piece 3 includes transverse support bar 31, vertical supporting bar 32 and skewed horizontal load bar 33, laterally
Support rod 31 is fixedly connected between the lower end of two steel columns 2, and vertical supporting bar 32 is fixedly connected on 31 He of transverse support bar
Between girder steel 1, steel column 2, girder steel 1, transverse support bar 31 and vertical supporting bar 32 surround rectangular frame, and skewed horizontal load bar 33 is right
Angle is arranged in rectangular frame.Wherein, inclined support bar 33 is fixedly connected on the fixed connection place of steel column 2 and girder steel 1 and level is propped up
Between being fixedly connected of strut 31 and vertical supporting bar 32.
As shown in figure 5, surrounding's assembling reinforcement net 6 of steel skeleton, steel skeleton and steel mesh 6 are filled the wallboard of material formation
Matrix 8 coats；And the thickness of the wallboard matrix 8 of steel skeleton periphery filling is no less than 50mm, wallboard matrix 8 is by foamed cement, bubble
Foam concrete or air entrained concrete etc. pour composition, play the role of antirust, fire prevention, cold-prevention bridge to steel skeleton.
Alternatively, as shown in fig. 6, wallboard matrix 8 in be equipped with heat preservation and soundproof sandwich layer 7, heat preservation and soundproof sandwich layer 7 by
Extruded sheet, styrofoam, polyurethane sheet or rock wool board are constituted, and have the effect of heat preservation and soundproof, enhance the thermal insulation property of shingle nail with
Sound insulation value.
As shown in fig. 7, the shingle nail of upper and lower level position is connected by steel column 2 when assembly, only enclosed in the junction of steel column 2
Weldering, other positions do not need to connect, and there are the gap t of 20mm, this connection type tie points between the shingle nail of upper and lower position
Few, connection power transmission is reliable, easy for construction.
Embodiment two
As shown in Fig. 2, embodiment two and the structure of embodiment one are essentially identical, the difference is that only, girder steel 1 and
Transverse support bar 31 is respectively arranged with connecting plate 4, and connecting plate 4 is corresponding with the position of vertical supporting bar 32.Connecting plate 4 is equipped with
Multiple bolts hole 5.
As shown in figure 8, assembly when, upper and lower level position shingle nail docking, not only will in the junction weld all around of steel column 2, and
And the connecting plate 4 of upper and lower level will be also bolted to connection together, certainly, two connecting plates 4 can also pass through welding
Mode links together.Compared with the assembly method of embodiment one, middle part tie point is increased, level can be more efficiently transmitted
Power and vertical force connect stronger reliable.
Embodiment three
As shown in figure 3, embodiment three and the structure of embodiment one are essentially identical, it the difference is that only, first is oblique
Support rod 33 is fixedly connected on being fixedly connected for steel column 2 and the junction of transverse support bar 31 and vertical supporting bar 32 and girder steel 1
Between.
Example IV
As shown in figure 4, the structure of example IV and embodiment one is essentially identical, it the difference is that only, girder steel 1, cross
To rectangular configuration is formed between support rod 31 and two steel columns 2, rectangular configuration has been respectively fixedly connected between two opposite angles
Two skewed horizontal load bars 34.
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 (8)
1. assembled shingle nail characterized by comprising
Two steel columns, a girder steel and several bracing members rod pieces, the girder steel are fixedly connected on the upper end of two steel columns
Between portion, the bracing members rod piece and the steel column and the girder steel are fixedly connected to form the reinforcing bar of a whole load-bearing stress
Frame；
Surrounding's assembling reinforcement net of the steel skeleton, the steel skeleton and the steel mesh are filled the wallboard matrix of material formation
Cladding；
The height of the shingle nail is building nature layer height.
2. assembled shingle nail as described in claim 1, which is characterized in that the bracing members rod piece include transverse support bar,
Vertical supporting bar and skewed horizontal load bar, the transverse support bar is fixedly connected between the lower end of two steel columns, described
Vertical supporting bar is fixedly connected between the transverse support bar and the girder steel, the steel column, the girder steel, the laterally branch
Strut and the vertical supporting bar surround rectangular frame, and the skewed horizontal load bar is diagonally arranged in the rectangular frame.
3. assembled shingle nail as claimed in claim 2, which is characterized in that the girder steel and transverse support bar difference
It is provided with connecting plate, the connecting plate is corresponding with the position of the vertical supporting bar.
4. assembled shingle nail as claimed in claim 3, which is characterized in that the connecting plate is equipped with bolt hole.
5. assembled shingle nail as described in claim 1, which is characterized in that the bracing members rod piece include transverse support bar and
Skewed horizontal load bar, the transverse support bar are fixedly connected between the lower end of two steel columns, the steel column, the girder steel
Rectangular frame is surrounded with the transverse support bar, the skewed horizontal load bar is diagonally arranged in the rectangular frame.
6. assembled shingle nail as described in claim 1, which is characterized in that the packing material is mixed by foamed cement, foam
Solidifying soil or air entrained concrete are constituted.
7. 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.
8. assembled shingle nail as claimed in claim 7, which is characterized in that the heat preservation and soundproof sandwich layer is extruded sheet, polyphenyl
Plate, polyurethane sheet or rock wool board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820710235.3U CN208235788U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820710235.3U CN208235788U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235788U true CN208235788U (en) | 2018-12-14 |
Family
ID=64579692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820710235.3U Active CN208235788U (en) | 2018-05-12 | 2018-05-12 | Assembled shingle nail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235788U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110094012A (en) * | 2019-05-20 | 2019-08-06 | 山东联兴绿厦建筑科技有限公司 | Insulation grillage unifies external wall panel structure and production method |
| CN110092988A (en) * | 2019-05-17 | 2019-08-06 | 山东联兴绿厦建筑科技有限公司 | Composite fire-proof material and fire-proof wall and building based on the material |
| 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 |
| CN110130521A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies external wall panel structure and production method |
| CN110130526A (en) * | 2019-05-22 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies fireproof inner wall plate structure and production method |
| CN110130524A (en) * | 2019-05-20 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Sound insulation grillage unifies lining structure and production method |
| CN110130525A (en) * | 2019-05-20 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | External wall panel structure and production method with fire-proof function |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
-
2018
- 2018-05-12 CN CN201820710235.3U patent/CN208235788U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110092988A (en) * | 2019-05-17 | 2019-08-06 | 山东联兴绿厦建筑科技有限公司 | Composite fire-proof material and fire-proof wall and building based on the material |
| 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 |
| CN110130521A (en) * | 2019-05-17 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies external wall panel structure and production method |
| CN110094012A (en) * | 2019-05-20 | 2019-08-06 | 山东联兴绿厦建筑科技有限公司 | Insulation grillage unifies external wall panel structure and production method |
| CN110130524A (en) * | 2019-05-20 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Sound insulation grillage unifies lining structure and production method |
| CN110130525A (en) * | 2019-05-20 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | External wall panel structure and production method with fire-proof function |
| CN110130524B (en) * | 2019-05-20 | 2021-06-18 | 山东联兴绿厦建筑科技有限公司 | Sound insulation plate frame and inner wall plate structure and production method thereof |
| CN110130526A (en) * | 2019-05-22 | 2019-08-16 | 山东联兴绿厦建筑科技有限公司 | Grillage unifies fireproof inner wall plate structure and production method |
| CN110306660A (en) * | 2019-05-24 | 2019-10-08 | 孔瑞清 | Assembled anti-knock steel skeleton and antidetonation wall for steel building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190122 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: 20201110 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 |