CN208235754U - The overall assembled shingle nail of wall side reserved opening - Google Patents
The overall assembled shingle nail of wall side reserved opening Download PDFInfo
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- CN208235754U CN208235754U CN201820710055.5U CN201820710055U CN208235754U CN 208235754 U CN208235754 U CN 208235754U CN 201820710055 U CN201820710055 U CN 201820710055U CN 208235754 U CN208235754 U CN 208235754U
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- vertical supporting
- steel column
- girder steel
- reserved opening
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Abstract
The utility model discloses a kind of overall assembled shingle nails of wall side reserved opening, are set between the first steel column and the second steel column, and shingle nail includes: girder steel and bracing members rod piece；The both ends of girder steel are fixedly connected with the first steel column and the second steel column, and the lower part of girder steel is fixedly connected with bracing members rod piece；Bracing members rod piece includes end vertical supporting bar, hole vertical supporting bar, transverse support bar and skewed horizontal load bar；Girder steel is equipped with upper junction plate, and the corner that hole vertical supporting bar is connect with transverse support bar is installed with lower connecting plate；Girder steel, bracing members rod piece and steel mesh are coated by wallboard matrix.Steel column, girder steel and bracing members rod piece form composition Lateral Resistant System, the lateral resisting bearing capacity of building can either be improved, and is not take up effective space, improves the utilization rate in space, it can be in the lesser situation of pier, convenient for opening the door or opening a window in shingle nail side.
Description
Technical field
The utility model relates to assembled architecture technical fields, specifically, are related to a kind of wall side reserved opening
Overall assembled shingle nail.
Background technique
Currently, steel frame support system has following three kinds under the conditions of the prior art:
(1) cross support
As shown in Figure 1, two girder steels 1 are fixedly connected between the first steel column 2 and the second steel column 10, the first steel column 2, second
Steel column 10 and two girder steels 1 surround rectangular frame, along the diagonal line of rectangular frame bracing members rod piece 3 arranged in a crossed manner.
(2) timbering with rafter arch sets
As shown in Figures 2 and 3, two are fixed in rectangular frame in positive herringbone or the steel branch of chevron shape
Strut member 3.
(3) gate type support
As shown in figure 4, being fixed with six bar steel supporting rods 3 in rectangular frame, six bar steel supporting rods 3 form two and are in
The support frame of Y shape.
Three of the above supporting form can not be arranged in the larger situation of door-window opening, even if setting, also will affect hole
Size.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of overall assembled walls of wall side reserved opening
Panel convenient for opening the door or opening a window in shingle nail side, and guarantees wall and steel column shape to guarantee in the lesser situation of pier
At stronger Lateral Resistant System, and load-bearing stress is formed with the wallboard matrix of one-piece casting and heat preservation and soundproof sandwich layer and is gone along with sb. to guard him with heat preservation
The assembling wallboard of one.
In order to solve the above technical problems, first technical solution of the utility model is:
A kind of overall assembled shingle nail of wall side reserved opening, is set between the first steel column and the second steel column,
The reserved opening have be oppositely arranged first while and when second, first steel column is located at the first side of the reserved opening
Outside, second steel column are located on the outside of the second side of the reserved opening, and the shingle nail includes: girder steel and bracing members bar
Part；The end of the girder steel offers steel column connecting hole, and first steel column and the second steel column are respectively arranged with steel column connecting plate,
The girder steel has web and flange plate, and the web of the girder steel end is bolted to connection with the steel column connecting plate,
The flange plate of the girder steel is connect with the steel column connecting plate butt welding, and the lower part of the girder steel is fixed with the bracing members rod piece
Connection；The bracing members rod piece includes end vertical supporting bar, hole vertical supporting bar, transverse support bar and skewed horizontal load bar,
The end vertical supporting bar is fixed on the lower part of the girder steel and is located at the outside on first side of reserved opening, the hole
Vertical supporting bar is fixed on the lower part of the girder steel and is located at the outside on first side of reserved opening, the hole vertical supporting
For bar compared with the end vertical supporting bar, the hole vertical supporting bar is described closer to the first side of the reserved opening
Transverse support bar is fixedly connected between the end vertical supporting bar and the hole vertical supporting bar, and one of the girder steel
Point, the end vertical supporting bar, the hole vertical supporting bar and the transverse support bar surround rectangular frame, it is described oblique
Support rod is diagonally arranged along the rectangular frame；Upper junction plate and lower connecting plate, the upper junction plate are fixedly connected on described
The top of girder steel is simultaneously corresponding with the position of the hole vertical supporting bar, and it is perpendicular that the lower connecting plate is fixedly connected on the hole
The corner being connect to support rod with the transverse support bar；Reinforcing bar is banded with around the girder steel and the bracing members rod piece
Net, the girder steel, the bracing members rod piece and the steel mesh are filled the wallboard matrix cladding of material formation.
Preferably, bolt hole is respectively equipped on the lower connecting plate and the upper junction 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.
Based on same inventive concept, in order to solve the above technical problems, another technical solution of the utility model is:
A kind of overall assembled shingle nail of wall side reserved opening, the reserved opening have first be oppositely arranged
While and when second, the shingle nail includes: the first steel column, the second steel column, girder steel and bracing members rod piece, and first steel column is located at
On the outside of first side of the reserved opening, second steel column is located on the outside of the second side of the reserved opening, the girder steel weldering
It is connected between first steel column and second steel column, the lower part of the girder steel is fixedly connected with the bracing members rod piece；Institute
Stating bracing members rod piece includes hole vertical supporting bar, transverse support bar and skewed horizontal load bar, and the hole vertical supporting bar is fixed
Lower part in the girder steel and the outside positioned at first side of reserved opening, the hole vertical supporting bar and first steel
Column is compared, and the hole vertical supporting bar is fixedly connected on closer to the first side of the reserved opening, the transverse support bar
Between the hole vertical supporting bar and first steel column, a part of the girder steel, first steel column, the hole are perpendicular
Rectangular frame is surrounded to support rod and the transverse support bar, the skewed horizontal load bar is along the diagonally arranged of the rectangular frame；
Upper junction plate and lower connecting plate, the upper junction plate be fixedly connected on the top of the girder steel and with the hole vertical supporting bar
Position it is corresponding, the lower connecting plate is fixedly connected on the angle that the hole vertical supporting bar is connect with the transverse support bar
Portion；Steel mesh, the girder steel, the bracing members rod piece and the steel are banded with around the girder steel and the bracing members rod piece
Muscle net is filled the wallboard matrix cladding of material formation.
Preferably, bolt hole is respectively equipped on the lower connecting plate and the upper junction 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:
Composition Lateral Resistant System is collectively formed in steel column, girder steel and bracing members rod piece, instead of intersection in the prior art branch
Support and timbering with rafter arch sets, can either improve the lateral resisting bearing capacity of building, and be not take up effective space, improve space
Utilization rate, can in the lesser situation of pier, convenient for shingle nail side open the door or open a window.
Surrounding's assembling reinforcement net around girder steel and bracing members rod piece or with steel column, and in girder steel and bracing members bar
Part load-bearing stress and goes along with sb. to guard him integrated assembled wallboard with pouring filling materials for wall body on the outside of steel column and being formed.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of cross support bracing members rod piece in the prior art；
Fig. 2 is the structural schematic diagram of timbering with rafter arch sets's bracing members rod piece in the prior art；
Fig. 3 is the structural schematic diagram of the bracing members of falling timbering with rafter arch sets rod piece in the prior art；
Fig. 4 is the structural schematic diagram of prior art gate type support bracing members rod piece；
Fig. 5 is the structural representation of the overall assembled shingle nail embodiment one of the wall side reserved opening of the utility model
Figure；
Fig. 6 be along Fig. 1 A-A to schematic cross-sectional view；
Fig. 7 be along Fig. 1 A-A to another schematic cross-sectional view；
Fig. 8 is the assembling structure schematic diagram of embodiment one；
Fig. 9 is the structural representation of the overall assembled shingle nail embodiment two of the wall side reserved opening of the utility model
Figure；
Figure 10 is the section view structural scheme of mechanism of B-B direction in Fig. 9；
Figure 11 is another section view structural scheme of mechanism of the B-B direction along Fig. 9；
Figure 12 is the assembling structure schematic diagram of embodiment two；
In figure: 1- girder steel；11- bolt hole；The first steel column of 2-；3- bracing members rod piece；The hole 31- vertical supporting bar；The end 32-
Portion's vertical supporting bar；33- skewed horizontal load bar；34- transverse support bar；4- wallboard matrix；5- lower connecting plate；51- bolt hole；On 6-
Connecting plate；61- bolt hole；7- steel mesh；8- heat preservation and soundproof sandwich layer；9- reserved opening；The second steel column of 10-；The connection of 12- steel column
Plate；121- bolt hole；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.
Embodiment one
As Fig. 5 and Fig. 6 jointly shown in, a kind of overall assembled shingle nail of wall side reserved opening is set to first
Between steel column 2 and the second steel column 10, steel square tube, H profile steel, cylindrical steel tube and rectangular tube is can be selected in the first steel column 2 and the second steel column 10
Equal profiles.Reserved opening 9 have be oppositely arranged first while and when second, the first steel column 2 is located at outside the first side of reserved opening 9
Side, the second steel column 10 are located on the outside of the second side of reserved opening 9.
Shingle nail includes girder steel 1 and bracing members rod piece 3.The profiles such as H profile steel, steel square tube can be selected in girder steel 1.Bracing members rod piece
3 select the profiles such as steel square tube, H profile steel, cylindrical steel tube, rectangular tube.
The both ends of girder steel 1 offer steel column connecting hole, i.e. bolt hole 11 respectively, and the first steel column 2 and the second steel column 10 divide
It is not fixedly installed steel column connecting plate 12, steel column connecting plate 12 is equipped with bolt hole 121, and the web and steel column of 1 end of girder steel connect
Fishplate bar 12 is bolted to connection, and the flange plate up and down of girder steel 1 is connect with steel column connecting plate 12 by butt welding, girder steel 1
Lower part is fixedly connected with bracing members rod piece 3.
Bracing members rod piece 3 includes end vertical supporting bar 32, hole vertical supporting bar 31, transverse support bar 34 and oblique branch
Strut 33, end vertical supporting bar 32 are fixed on the lower part of girder steel 1 and are located at the outside on 9 first side of reserved opening, and hole is vertical
Support rod 31 is fixed on the lower part of girder steel 1 and is located at the outside on 9 first side of reserved opening, and hole vertical supporting bar 31 and end are perpendicular
It is compared to support rod 32, hole vertical supporting bar 31 is fixedly connected on closer to the first side of reserved opening 9, transverse support bar 34
Between end vertical supporting bar 32 and hole vertical supporting bar 31, a part of girder steel 1, end vertical supporting bar 32, hole are perpendicular
Rectangular frame is surrounded to support rod 31 and transverse support bar 34, skewed horizontal load bar 33 is along the diagonally arranged of rectangular frame.
Preferably, skewed horizontal load bar 33 is fixedly connected on the corner that hole vertical supporting bar 31 is connect with transverse support bar 34
Between girder steel 1 and the corner of the connection of end vertical supporting bar 32.
The top of girder steel 1 is fixedly connected with upper junction plate 5, and upper junction plate 5 is opposite with the position of hole vertical supporting bar 31
It answers, upper junction plate 5 is equipped with bolt hole 51, and lower connecting plate 6 is fixedly connected on hole vertical supporting bar 31 and transverse support bar 34
The corner of connection is fixedly connected with lower connecting plate 6, and lower connecting plate 6 is equipped with bolt hole 61.
As shown in fig. 6, steel mesh 7 is banded with around girder steel 1 and bracing members rod piece 3, girder steel 1, bracing members rod piece 3 and steel
The wallboard matrix 4 that muscle net 7 is filled material formation coats.The wallboard matrix 4 filled around girder steel 1 and bracing members rod piece 3
Thickness is no less than 50mm, and wallboard matrix 4 is poured by foamed cement, foam concrete or air entrained concrete etc. and constituted, to steel skeleton
Play the role of antirust, fire prevention, cold-prevention bridge.
As shown in figure 8, the web at 1 both ends of girder steel passes through bolt respectively and is fixedly connected with steel column connecting plate 12, steel when assembly
The flange plate and steel column connecting plate 12 of beam 1 weld, and then shingle nail is fixed between the first steel column 2 and the second steel column 10.On
The shingle nail of lower layer docks, and the first steel column 2 of upper and lower level and the second steel column 10 correspondence weld together, the lower company of upper layer shingle nail
The upper junction plate 5 of fishplate bar 6 and lower layer's shingle nail is bolted to connection together, and there are 20mm between the shingle nail of upper and lower level
Gap t1, the gap t2 of 20mm is respectively kept between shingle nail and the first steel column 2 and the second steel column 10.
It can also be with being directly welded to connect between the lower connecting plate 5 of the shingle nail on upper layer and the upper junction plate 6 of lower layer's shingle nail
Together.
Fig. 7 shows another wall sectional structure, and in this kind of structure, heat preservation and soundproof sandwich layer is equipped in wallboard matrix 4
8.Heat preservation and soundproof sandwich layer 8 is made of extruded sheet, styrofoam, polyurethane sheet or rock wool board, has the effect of heat preservation and soundproof, enhances wall
The thermal insulation property and sound insulation value of panel.
Embodiment two
As Fig. 9 and Figure 10 jointly shown in, embodiment two and the structure of embodiment one are essentially identical, and difference only exists
In the both ends of girder steel 1, which are respectively welded, to be connected on the first steel column 2 and the second steel column 10, and the second steel column 10 is located at reserved opening 9
The outside on the second side.Bracing members rod piece 3 includes hole vertical supporting bar 31, transverse support bar 34 and skewed horizontal load bar 33, hole
Vertical supporting bar 31 is fixed on the lower part of girder steel 1 and is located at the outside on 9 first side of reserved opening, and transverse support bar 34 is fixedly connected
Between end vertical supporting bar 32 and hole vertical supporting bar 31, a part of girder steel 1, end vertical supporting bar 32, hole
Vertical supporting bar 31 and transverse support bar 34 surround rectangular frame, and skewed horizontal load bar 33 is along the diagonally arranged of rectangular frame.First
Steel column 2, the second steel column 10, girder steel 1 and bracing members rod piece 3 are wholely set, the first steel column 2, the second steel column 10, girder steel 1 and steel branch
The outside of strut member 3 is banded with steel mesh 7, the first steel column 2, the second steel column 10, girder steel 1, bracing members rod piece 3 and steel mesh 7
It is coated in wallboard matrix 4.
Figure 11 shows another wall sectional structure, and in this kind of structure, heat preservation and soundproof sandwich layer is equipped in wallboard matrix 4
8。
As shown in figure 12, when assembly, the shingle nail of upper and lower level is docked, and the first steel column 2 and the second steel column 10 of upper and lower level are right
It should weld together, the lower connecting plate 6 of upper layer shingle nail and the upper junction plate 5 of lower layer's shingle nail pass through bolt or the side of welding
Formula is fixed together, and there are the gap t1 of 20mm between the shingle nail of upper and lower level.
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 (10)
1. a kind of overall assembled shingle nail of wall side reserved opening, is set between the first steel column and the second steel column, institute
State reserved opening have be oppositely arranged first while and when second, first steel column is located at outside the first side of the reserved opening
Side, second steel column are located on the outside of the second side of the reserved opening, which is characterized in that the shingle nail includes:
Girder steel and bracing members rod piece；The end of the girder steel offers steel column connecting hole, first steel column and the second steel column point
It is not provided with steel column connecting plate, the girder steel has web and flange plate, and the web of the girder steel end is connect with the steel column
Plate is bolted to connection, and the flange plate of the girder steel is connect with the steel column connecting plate butt welding, the lower part of the girder steel
It is fixedly connected with the bracing members rod piece；The bracing members rod piece includes end vertical supporting bar, hole vertical supporting bar, transverse direction
Support rod and skewed horizontal load bar, the end vertical supporting bar are fixed on the lower part of the girder steel and are located at the reserved opening the
The outside on one side, the hole vertical supporting bar are fixed on the lower part of the girder steel and are located at the outer of first side of reserved opening
Side, the hole vertical supporting bar is compared with the end vertical supporting bar, and the hole vertical supporting bar is closer to described pre-
First side of box out mouth, the transverse support bar are fixedly connected on the end vertical supporting bar and the hole vertical supporting bar
Between, a part of the girder steel, the end vertical supporting bar, the hole vertical supporting bar and the transverse support bar are enclosed
Rectangular frame, the skewed horizontal load bar is along the diagonally arranged of the rectangular frame；
Upper junction plate and lower connecting plate, the upper junction plate are fixedly connected on the top of the girder steel and vertically prop up with the hole
The position of strut is corresponding, and the lower connecting plate is fixedly connected on the hole vertical supporting bar and connect with the transverse support bar
Corner；
It is banded with steel mesh around the girder steel and the bracing members rod piece, the girder steel, the bracing members rod piece and described
Steel mesh is filled the wallboard matrix cladding of material formation.
2. the overall assembled shingle nail of wall side as described in claim 1 reserved opening, which is characterized in that the lower company
Bolt hole is respectively equipped on fishplate bar and the upper junction plate.
3. the overall assembled shingle nail of wall side as described in claim 1 reserved opening, which is characterized in that the wallboard
Heat preservation and soundproof sandwich layer is equipped in matrix.
4. the overall assembled shingle nail of wall side as claimed in claim 3 reserved opening, which is characterized in that the heat preservation
Sound insulation sandwich layer is extruded sheet, styrofoam, polyurethane sheet or rock wool board.
5. the overall assembled shingle nail of wall side as described in claim 1 reserved opening, which is characterized in that the wallboard
Matrix is made of foamed cement, foam concrete or air entrained concrete.
6. a kind of overall assembled shingle nail of wall side reserved opening, the reserved opening has the first side being oppositely arranged
With the second side, which is characterized in that the shingle nail includes:
First steel column, the second steel column, girder steel and bracing members rod piece, first steel column are located at outside the first side of the reserved opening
Side, second steel column are located on the outside of the second side of the reserved opening, and the girder steel is welded in first steel column and described
Between second steel column, the lower part of the girder steel is fixedly connected with the bracing members rod piece；The bracing members rod piece includes that hole is perpendicular
To support rod, transverse support bar and skewed horizontal load bar, the hole vertical supporting bar is fixed on the lower part of the girder steel and is located at
The outside on first side of reserved opening, the hole vertical supporting bar compared with first steel column, vertically prop up by the hole
For strut closer to the first side of the reserved opening, the transverse support bar is fixedly connected on the hole vertical supporting bar and institute
It states between the first steel column, a part of the girder steel, first steel column, the hole vertical supporting bar and the cross-brace
Bar surrounds rectangular frame, and the skewed horizontal load bar is along the diagonally arranged of the rectangular frame；
Upper junction plate and lower connecting plate, the upper junction plate are fixedly connected on the top of the girder steel and vertically prop up with the hole
The position of strut is corresponding, and the lower connecting plate is fixedly connected on the hole vertical supporting bar and connect with the transverse support bar
Corner；
It is banded with steel mesh around the girder steel and the bracing members rod piece, the girder steel, the bracing members rod piece and described
Steel mesh is filled the wallboard matrix cladding of material formation.
7. the overall assembled shingle nail of wall side as claimed in claim 6 reserved opening, which is characterized in that the lower company
Bolt hole is respectively equipped on fishplate bar and the upper junction plate.
8. the overall assembled shingle nail of wall side as claimed in claim 6 reserved opening, which is characterized in that the wallboard
Heat preservation and soundproof sandwich layer is equipped in matrix.
9. the overall assembled shingle nail of wall side as claimed in claim 8 reserved opening, which is characterized in that the heat preservation
Sound insulation sandwich layer is extruded sheet, styrofoam, polyurethane sheet or rock wool board.
10. the overall assembled shingle nail of wall side as claimed in claim 6 reserved opening, which is characterized in that the wall
Plate matrix is made of foamed cement, foam concrete or air entrained concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820710055.5U CN208235754U (en) | 2018-05-12 | 2018-05-12 | The overall assembled shingle nail of wall side reserved opening |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820710055.5U CN208235754U (en) | 2018-05-12 | 2018-05-12 | The overall assembled shingle nail of wall side reserved opening |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235754U true CN208235754U (en) | 2018-12-14 |
Family
ID=64579331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820710055.5U Active CN208235754U (en) | 2018-05-12 | 2018-05-12 | The overall assembled shingle nail of wall side reserved opening |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235754U (en) |
-
2018
- 2018-05-12 CN CN201820710055.5U patent/CN208235754U/en active Active
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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: 20190111 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 |