CN207499207U - A kind of steel-Recombined bamboo compound shear wall - Google Patents
A kind of steel-Recombined bamboo compound shear wall Download PDFInfo
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- CN207499207U CN207499207U CN201721601518.6U CN201721601518U CN207499207U CN 207499207 U CN207499207 U CN 207499207U CN 201721601518 U CN201721601518 U CN 201721601518U CN 207499207 U CN207499207 U CN 207499207U
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Abstract
A kind of steel Recombined bamboo compound shear wall is related to a kind of shear wall for recombinating bamboo matter.The utility model is, due to its composition material and the limitation of performance, can not to be applied to have the technical issues of structure of larger load to solve wooden shear wall at present.The utility model is made of top beam, wall column, cladding boards, bottom girder, diagonal brace, diagonal brace anchoring steel member and corner anchoring steel member；Four diagonal braces are fixed on by diagonal brace anchoring steel member between top beam, bottom girder and wall column.The beneficial effects of the utility model are：The utility model can give full play to the advantage of Recombined bamboo material property, make full use of the strength of materials, Recombined bamboo rift grain tension and rift grain compressive strength can be given full play in loading process, diagonal brace anchoring steel member and corner anchorage element are steel member, it is ensured that intensity and ductile performance at node.
Description
Technical field
The utility model is related to a kind of shear walls for recombinating bamboo matter.
Background technology
Recombined bamboo be first by bamboo wood discongest into it is elongated, be cross-linked with each other and keep the loose netted of the original arrangement mode of fiber
Fibre bundle, then the plate or the material of other forms that hot pressing forms after drying, sizing, assembly molding.In recent years, with the world
The scarcity of timber resources, is rationally and effectively become more and more important using timber and bamboo timber resource.China is located in world's bamboo point
Cloth center is the country that bamboo resource is most abundant in the world, existing pure 4,200,000 hm of the bamboo grove gross area2, wherein mao bamboo woods 3,000,000
hm2, 1,200,000 hm of small diameter bamboo2.Recombined bamboo does not have particular/special requirement to the diameter grade of bamboo wood, and does not upset bamboo in process
The fiber direction of material, the excellent performance bamboo wood strengths in tension and compression for remaining bamboo wood is all very high, can holding as house
Reconstruct part.Chinese bamboo timber resource enriches, and bamboo wood is reproducible natural material, and bamboo wood is become a useful person for 3~5 years, and process is utilized felling
In it is small to environmental disruption, and concrete is non-renewable, building waste can be also generated after having used, not environmentally, with bamboo wood material lid
House, very green, ecological, environmentally friendly and low-carbon.
The rift grain bending strength of Recombined bamboo is 228.5MPa, and common fast-growing Chinese fir only has 110MPa, with normal wood knot
The house of structure is compared, and Recombined bamboo has apparent strength advantage.China is forestry big country, and bamboo is renewable resource, and meeting can
The theory of sustainable development, in developed country, 70% house is light-duty wooden.Because cement mainly by limestone calcining and
Into, and limestone belongs to non-renewable resources, and the energy consumed in process of production, the pollution that generates are also very big, so
Concrete is replaced to do floor with Recombined bamboo, it is following developmental research trend to build high building.
Bamboo-wood structure technical research at this stage is concentrated mainly on the research of wooden shear wall lateral resistance, but Recombined bamboo shears
Correlative study not yet in terms of the lateral resistance of wall.In material using upper, there is no using having good mechanics for existing research
Main material of the recombining bamboo of performance as bamboo-wood structure shear wall.And wooden shear wall widely used at present is formed due to it
The limitation of material and performance can not be applied in the structure with larger load.
Utility model content
The utility model, due to its composition material and the limitation of performance, can not be applied to solve wooden shear wall at present
In the structure with larger load the technical issues of, and provide a kind of steel-Recombined bamboo compound shear wall.
The steel of the utility model-Recombined bamboo compound shear wall is by Recombined bamboo top beam 1, Recombined bamboo side wall column 2, Recombined bamboo
Wall column 6, the first diagonal brace anchoring steel member 7, second in rectangle cladding boards 3, Recombined bamboo bottom girder 4, Recombined bamboo diagonal brace 5, Recombined bamboo
Diagonal brace anchoring steel member 8, third diagonal brace anchoring steel member 9, corner anchoring steel member 10 and bolt 11 form；
First diagonal brace anchoring steel member 7 is made of the first tablet 7-1, the second tablet 7-2 and third tablet 7-3, and second is flat
Plate 7-2 and third tablet 7-3 intersects the vertical fixed solid panel for forming a section as L-shaped, the first tablet 7-1 and the second tablet
It is obtuse angle that 7-2, which intersects the fixed and angle of the first tablet 7-1 and the second tablet 7-2,；2 holes are evenly arranged on first tablet 7-1
Each arrangement one hole 7-2-1 and hole 7-3-1 on 7-1-1, the second tablet 7-2 and third tablet 7-3；
Second diagonal brace anchoring steel member 8 is made of fourth panel 8-1 and the 5th tablet 8-2, a side of fourth panel 8-1
It is acute angle to overlap the fixed and angle of fourth panel 8-1 and the 5th tablet 8-2 with a side of the 5th tablet 8-2；Fourth panel
2 hole 8-1-1 are evenly arranged on 8-1, a hole 8-2-1 is arranged on the 5th tablet 8-2；
Third diagonal brace anchoring steel member 9 is made of the 6th tablet 9-1 and the 7th tablet 9-2, a side of the 6th tablet 9-1
It is obtuse angle to overlap fixed and the 6th tablet 9-1 and the 7th tablet 9-2 angle with a side of the 7th tablet 9-2；6th tablet
2 hole 9-1-1 are evenly arranged on 9-1, a hole 9-2-1 is arranged on the 7th tablet 9-2；
Corner anchors steel member 10 and is made of solid panel 10-1 and triangular plate 10-2 of the section for L-shaped, triangular plate 10-
2 be right angled triangle, and two right-angle sides of right angled triangle are separately fixed at the two of the solid panel 10-1 inner walls that section is L-shaped
On a face, 2 hole 10-1-1 are respectively evenly arranged on two faces of the section for the solid panel 10-1 inner walls of L-shaped；
A Recombined bamboo side wall column 2, two Recombined bamboo abutment walls are vertically fixed in the both ends of Recombined bamboo top beam 1 by the way that screw is each
The other end of bone column 2 is fixed with the both ends of Recombined bamboo bottom girder 4 by the way that screw is vertical, Recombined bamboo top beam 1, Recombined bamboo side wall column
2 and Recombined bamboo bottom girder 4 form a rectangle wall skeleton, it is vertical centrally through screw with Recombined bamboo bottom girder 4 in Recombined bamboo top beam 1
Wall column 6 in fixed Recombined bamboo；Recombined bamboo rectangle cladding boards 3 are fixed by screws on a face of rectangle wall skeleton；
Corner anchoring steel member 10 is fixed the angle of Recombined bamboo bottom girder 4 and two Recombined bamboo side wall columns 2 is each,
The section of corner anchoring steel member 10 for the solid panel 10-1 of L-shaped outer wall by bolt 11 and hole 10-1-1 respectively with Recombined bamboo
Bottom girder 4 and Recombined bamboo side wall column 2 are fixed；
The both sides of wall column 6 and each fixation of the infall of wall column 6 and Recombined bamboo bottom girder 4 in Recombined bamboo in Recombined bamboo
One the first diagonal brace anchoring steel member 7, the second tablet 7-2 of the first diagonal brace anchoring steel member 7 are consolidated by bolt 11 and hole 7-2-1
It is scheduled in Recombined bamboo on wall column 6, third tablet 7-3 is fixed on by bolt 11 and hole 7-3-1 on Recombined bamboo bottom girder 4；Two
First tablet 7-1 of the first diagonal brace anchoring steel member 7 passes through each one end with a Recombined bamboo diagonal brace 5 of bolt 11 and hole 7-1-1
Fixed, the other end of two Recombined bamboo diagonal braces 5 is distinguished by the second diagonal brace anchoring steel member 8 and third diagonal brace anchoring steel member 9
It is fixed on the inner wall of two Recombined bamboo side wall columns 2；Second diagonal brace anchoring steel member 8 is fixed by hole 8-2-1 and bolt 11
On the inner wall of Recombined bamboo side wall column 2；Third diagonal brace anchoring steel member 9 is fixed on Recombined bamboo by hole 9-2-1 and bolt 11
On the inner wall of side wall column 2；Second diagonal brace anchoring steel member 8 is fixed on the lower section of third diagonal brace anchoring steel member 9, and second is oblique
Open Side Down for the angle of support anchoring steel member 8, the angle opening upwards of third diagonal brace anchoring steel member 9；Second diagonal brace anchoring steel
Component 8 and third diagonal brace anchoring steel member 9 pass through one end of hole 8-1-1 and hole 9-1-1 and bolt 11 and Recombined bamboo diagonal brace 5 respectively
It is fixed；Two Recombined bamboo diagonal braces 5 are set with wall column in Recombined bamboo 6 for axial symmetry；
Two weights are fixed in an identical manner between wall column 6 in top beam 1 and Recombined bamboo side wall column 2 and Recombined bamboo
Group bamboo diagonal brace 5；Two Recombined bamboo diagonal braces 5 close to top beam 1 and two Recombined bamboo diagonal braces 5 close to bottom girder 4 are to pass through Recombined bamboo
The horizontal line at the midpoint of middle wall column 6 is set for axial symmetry.
The beneficial effects of the utility model are：
1st, the Recombined bamboo dimension stock and anchoring steel member used in the shear wall of the utility model can be by engineering batch
Amount processing, scene is assembled, time saving and energy saving；
2nd, the utility model changes the Path of Force Transfer of traditional bamboo-wood structure shear wall, in traditional wooden shear wall lateral resisting process
In, middle wall column can not provide effective drag, and the Path of Force Transfer between each component can be changed after diagonal brace is set, make for the utility model
Middle wall column provides the ability for resisting lateral load；
3rd, the utility model can give full play to the advantage of Recombined bamboo material property, make full use of the strength of materials, stress mistake
Cheng Zhongke gives full play to Recombined bamboo rift grain tension and rift grain compressive strength, and diagonal brace anchoring steel member and corner anchorage element are steel
Component, it is ensured that intensity and ductile performance at node.
Description of the drawings
Fig. 1 is the schematic diagram of steel-Recombined bamboo compound shear wall in specific embodiment one；
Fig. 2 is the schematic diagram of the first diagonal brace anchoring component 7 in specific embodiment one；
Fig. 3 is the right view of Fig. 2；
Fig. 4 is the bottom view of Fig. 2；
Fig. 5 is the schematic diagram of the second diagonal brace anchoring component 8 in specific embodiment one；
Fig. 6 is the left view of Fig. 5；
Fig. 7 is the bottom view of Fig. 5；
Fig. 8 is the schematic diagram of the third diagonal brace anchoring component 9 in specific embodiment one；
Fig. 9 is the left view of Fig. 8；
Figure 10 is the bottom view of Fig. 8；
Figure 11 is the schematic diagram of the corner anchorage element 10 in specific embodiment one；
Figure 12 is the left view of Figure 11；
Figure 13 is the vertical view of Figure 11；
Figure 14 is the partial enlarged view of region A in Fig. 1；
Figure 15 is the partial enlarged view of region B in Fig. 1；
Figure 16 is the partial enlarged view of region C in Fig. 1.
Specific embodiment
Specific embodiment one：As illustrated in figs. 1-16, present embodiment is a kind of steel-Recombined bamboo compound shear wall, specifically
It is by Recombined bamboo top beam 1, Recombined bamboo side wall column 2, Recombined bamboo rectangle cladding boards 3, Recombined bamboo bottom girder 4, Recombined bamboo diagonal brace 5, again
Wall column 6, the first diagonal brace anchoring steel member 7, the second diagonal brace anchoring steel member 8, third diagonal brace anchoring steel member 9, wall in group bamboo
Angle anchors steel member 10 and bolt 11 forms；
First diagonal brace anchoring steel member 7 is made of the first tablet 7-1, the second tablet 7-2 and third tablet 7-3, and second is flat
Plate 7-2 and third tablet 7-3 intersects the vertical fixed solid panel for forming a section as L-shaped, the first tablet 7-1 and the second tablet
It is obtuse angle that 7-2, which intersects the fixed and angle of the first tablet 7-1 and the second tablet 7-2,；2 holes are evenly arranged on first tablet 7-1
Each arrangement one hole 7-2-1 and hole 7-3-1 on 7-1-1, the second tablet 7-2 and third tablet 7-3；
Second diagonal brace anchoring steel member 8 is made of fourth panel 8-1 and the 5th tablet 8-2, a side of fourth panel 8-1
It is acute angle to overlap the fixed and angle of fourth panel 8-1 and the 5th tablet 8-2 with a side of the 5th tablet 8-2；Fourth panel
2 hole 8-1-1 are evenly arranged on 8-1, a hole 8-2-1 is arranged on the 5th tablet 8-2；
Third diagonal brace anchoring steel member 9 is made of the 6th tablet 9-1 and the 7th tablet 9-2, a side of the 6th tablet 9-1
It is obtuse angle to overlap fixed and the 6th tablet 9-1 and the 7th tablet 9-2 angle with a side of the 7th tablet 9-2；6th tablet
2 hole 9-1-1 are evenly arranged on 9-1, a hole 9-2-1 is arranged on the 7th tablet 9-2；
Corner anchors steel member 10 and is made of solid panel 10-1 and triangular plate 10-2 of the section for L-shaped, triangular plate 10-
2 be right angled triangle, and two right-angle sides of right angled triangle are separately fixed at the two of the solid panel 10-1 inner walls that section is L-shaped
On a face, 2 hole 10-1-1 are respectively evenly arranged on two faces of the section for the solid panel 10-1 inner walls of L-shaped；
A Recombined bamboo side wall column 2, two Recombined bamboo abutment walls are vertically fixed in the both ends of Recombined bamboo top beam 1 by the way that screw is each
The other end of bone column 2 is fixed with the both ends of Recombined bamboo bottom girder 4 by the way that screw is vertical, Recombined bamboo top beam 1, Recombined bamboo side wall column
2 and Recombined bamboo bottom girder 4 form a rectangle wall skeleton, it is vertical centrally through screw with Recombined bamboo bottom girder 4 in Recombined bamboo top beam 1
Wall column 6 in fixed Recombined bamboo；Recombined bamboo rectangle cladding boards 3 are fixed by screws on a face of rectangle wall skeleton；
Corner anchoring steel member 10 is fixed the angle of Recombined bamboo bottom girder 4 and two Recombined bamboo side wall columns 2 is each,
The section of corner anchoring steel member 10 for the solid panel 10-1 of L-shaped outer wall by bolt 11 and hole 10-1-1 respectively with Recombined bamboo
Bottom girder 4 and Recombined bamboo side wall column 2 are fixed；
The both sides of wall column 6 and each fixation of the infall of wall column 6 and Recombined bamboo bottom girder 4 in Recombined bamboo in Recombined bamboo
One the first diagonal brace anchoring steel member 7, the second tablet 7-2 of the first diagonal brace anchoring steel member 7 are consolidated by bolt 11 and hole 7-2-1
It is scheduled in Recombined bamboo on wall column 6, third tablet 7-3 is fixed on by bolt 11 and hole 7-3-1 on Recombined bamboo bottom girder 4；Two
First tablet 7-1 of the first diagonal brace anchoring steel member 7 passes through each one end with a Recombined bamboo diagonal brace 5 of bolt 11 and hole 7-1-1
Fixed, the other end of two Recombined bamboo diagonal braces 5 is distinguished by the second diagonal brace anchoring steel member 8 and third diagonal brace anchoring steel member 9
It is fixed on the inner wall of two Recombined bamboo side wall columns 2；Second diagonal brace anchoring steel member 8 is fixed by hole 8-2-1 and bolt 11
On the inner wall of Recombined bamboo side wall column 2；Third diagonal brace anchoring steel member 9 is fixed on Recombined bamboo by hole 9-2-1 and bolt 11
On the inner wall of side wall column 2；Second diagonal brace anchoring steel member 8 is fixed on the lower section of third diagonal brace anchoring steel member 9, and second is oblique
Open Side Down for the angle of support anchoring steel member 8, the angle opening upwards of third diagonal brace anchoring steel member 9；Second diagonal brace anchoring steel
Component 8 and third diagonal brace anchoring steel member 9 pass through one end of hole 8-1-1 and hole 9-1-1 and bolt 11 and Recombined bamboo diagonal brace 5 respectively
It is fixed；Two Recombined bamboo diagonal braces 5 are set with wall column in Recombined bamboo 6 for axial symmetry；
Two weights are fixed in an identical manner between wall column 6 in top beam 1 and Recombined bamboo side wall column 2 and Recombined bamboo
Group bamboo diagonal brace 5；Two Recombined bamboo diagonal braces 5 close to top beam 1 and two Recombined bamboo diagonal braces 5 close to bottom girder 4 are to pass through Recombined bamboo
The horizontal line at the midpoint of middle wall column 6 is set for axial symmetry.
Specific embodiment two：The present embodiment is different from the first embodiment in that：The Recombined bamboo rectangle covers
The thickness of panel 3 is 10mm.Other are same as the specific embodiment one.
Specific embodiment three：The present embodiment is different from the first and the second embodiment in that：The Recombined bamboo top
The thickness of beam 1 is 10mm.Other are the same as one or two specific embodiments.
Specific embodiment four：Unlike one of present embodiment and specific embodiment one to three：The recombination
The thickness of bamboo side wall column 2 is 10mm.One of other and specific embodiment one to three are identical.
Specific embodiment five：Unlike one of present embodiment and specific embodiment one to four：The recombination
The thickness of bamboo bottom girder 4 is 10mm.One of other and specific embodiment one to four are identical.
The utility model is verified with tests below：
Experiment one：This experiment is a kind of steel-Recombined bamboo compound shear wall, specifically by Recombined bamboo top beam 1, Recombined bamboo abutment wall
Wall column 6, the first diagonal brace anchoring in bone column 2, Recombined bamboo rectangle cladding boards 3, Recombined bamboo bottom girder 4, Recombined bamboo diagonal brace 5, Recombined bamboo
Steel member 7, the second diagonal brace anchoring steel member 8, third diagonal brace anchoring steel member 9, corner anchoring steel member 10 and bolt 11 form；
First diagonal brace anchoring steel member 7 is made of the first tablet 7-1, the second tablet 7-2 and third tablet 7-3, and second is flat
Plate 7-2 and third tablet 7-3 intersects the vertical fixed solid panel for forming a section as L-shaped, the first tablet 7-1 and the second tablet
It is obtuse angle that 7-2, which intersects the fixed and angle of the first tablet 7-1 and the second tablet 7-2,；2 holes are evenly arranged on first tablet 7-1
Each arrangement one hole 7-2-1 and hole 7-3-1 on 7-1-1, the second tablet 7-2 and third tablet 7-3；
Second diagonal brace anchoring steel member 8 is made of fourth panel 8-1 and the 5th tablet 8-2, a side of fourth panel 8-1
It is acute angle to overlap the fixed and angle of fourth panel 8-1 and the 5th tablet 8-2 with a side of the 5th tablet 8-2；Fourth panel
2 hole 8-1-1 are evenly arranged on 8-1, a hole 8-2-1 is arranged on the 5th tablet 8-2；
Third diagonal brace anchoring steel member 9 is made of the 6th tablet 9-1 and the 7th tablet 9-2, a side of the 6th tablet 9-1
It is obtuse angle to overlap fixed and the 6th tablet 9-1 and the 7th tablet 9-2 angle with a side of the 7th tablet 9-2；6th tablet
2 hole 9-1-1 are evenly arranged on 9-1, a hole 9-2-1 is arranged on the 7th tablet 9-2；
Corner anchors steel member 10 and is made of solid panel 10-1 and triangular plate 10-2 of the section for L-shaped, triangular plate 10-
2 be right angled triangle, and two right-angle sides of right angled triangle are separately fixed at the two of the solid panel 10-1 inner walls that section is L-shaped
On a face, 2 hole 10-1-1 are respectively evenly arranged on two faces of the section for the solid panel 10-1 inner walls of L-shaped；
A Recombined bamboo side wall column 2, two Recombined bamboo abutment walls are vertically fixed in the both ends of Recombined bamboo top beam 1 by the way that screw is each
The other end of bone column 2 is fixed with the both ends of Recombined bamboo bottom girder 4 by the way that screw is vertical, Recombined bamboo top beam 1, Recombined bamboo side wall column
2 and Recombined bamboo bottom girder 4 form a rectangle wall skeleton, it is vertical centrally through screw with Recombined bamboo bottom girder 4 in Recombined bamboo top beam 1
Wall column 6 in fixed Recombined bamboo；Recombined bamboo rectangle cladding boards 3 are fixed by screws on a face of rectangle wall skeleton；
Corner anchoring steel member 10 is fixed the angle of Recombined bamboo bottom girder 4 and two Recombined bamboo side wall columns 2 is each,
The section of corner anchoring steel member 10 for the solid panel 10-1 of L-shaped outer wall by bolt 11 and hole 10-1-1 respectively with Recombined bamboo
Bottom girder 4 and Recombined bamboo side wall column 2 are fixed；
The both sides of wall column 6 and each fixation of the infall of wall column 6 and Recombined bamboo bottom girder 4 in Recombined bamboo in Recombined bamboo
One the first diagonal brace anchoring steel member 7, the second tablet 7-2 of the first diagonal brace anchoring steel member 7 are consolidated by bolt 11 and hole 7-2-1
It is scheduled in Recombined bamboo on wall column 6, third tablet 7-3 is fixed on by bolt 11 and hole 7-3-1 on Recombined bamboo bottom girder 4；Two
First tablet 7-1 of the first diagonal brace anchoring steel member 7 passes through each one end with a Recombined bamboo diagonal brace 5 of bolt 11 and hole 7-1-1
Fixed, the other end of two Recombined bamboo diagonal braces 5 is distinguished by the second diagonal brace anchoring steel member 8 and third diagonal brace anchoring steel member 9
It is fixed on the inner wall of two Recombined bamboo side wall columns 2；Second diagonal brace anchoring steel member 8 is fixed by hole 8-2-1 and bolt 11
On the inner wall of Recombined bamboo side wall column 2；Third diagonal brace anchoring steel member 9 is fixed on Recombined bamboo by hole 9-2-1 and bolt 11
On the inner wall of side wall column 2；Second diagonal brace anchoring steel member 8 is fixed on the lower section of third diagonal brace anchoring steel member 9, and second is oblique
Open Side Down for the angle of support anchoring steel member 8, the angle opening upwards of third diagonal brace anchoring steel member 9；Second diagonal brace anchoring steel
Component 8 and third diagonal brace anchoring steel member 9 pass through one end of hole 8-1-1 and hole 9-1-1 and bolt 11 and Recombined bamboo diagonal brace 5 respectively
It is fixed；Two Recombined bamboo diagonal braces 5 are set with wall column in Recombined bamboo 6 for axial symmetry；
Two weights are fixed in an identical manner between wall column 6 in top beam 1 and Recombined bamboo side wall column 2 and Recombined bamboo
Group bamboo diagonal brace 5；Two Recombined bamboo diagonal braces 5 close to top beam 1 and two Recombined bamboo diagonal braces 5 close to bottom girder 4 are to pass through Recombined bamboo
The horizontal line at the midpoint of middle wall column 6 is set for axial symmetry.
The thickness of the Recombined bamboo rectangle cladding boards 3 is 10mm；The thickness of the Recombined bamboo top beam 1 is 10mm；Institute
The thickness of Recombined bamboo side wall column 2 stated is 10mm；The thickness of the Recombined bamboo bottom girder 4 is 10mm.
Claims (5)
1. a kind of steel-Recombined bamboo compound shear wall, it is characterised in that steel-Recombined bamboo compound shear wall be by Recombined bamboo top beam (1),
Wall in Recombined bamboo side wall column (2), Recombined bamboo rectangle cladding boards (3), Recombined bamboo bottom girder (4), Recombined bamboo diagonal brace (5), Recombined bamboo
Bone column (6), the first diagonal brace anchoring steel member (7), the second diagonal brace anchoring steel member (8), third diagonal brace anchoring steel member (9), wall
Angle anchoring steel member (10) and bolt (11) composition；
First diagonal brace anchoring steel member (7) is made of the first tablet (7-1), the second tablet (7-2) and third tablet (7-3), the
Two tablets (7-2) and the intersecting vertical fixed solid panel for forming a section as L-shaped of third tablet (7-3), the first tablet (7-1)
It is obtuse angle with the intersecting fixed and angle of the first tablet (7-1) and the second tablet (7-2) of the second tablet (7-2)；First tablet (7-
1) two the first holes (7-1-1) are evenly arranged on, one the second hole of each arrangement on the second tablet (7-2) and third tablet (7-3)
(7-2-1) and third hole (7-3-1)；
Second diagonal brace anchoring steel member (8) is made of fourth panel (8-1) and the 5th tablet (8-2), and the one of fourth panel (8-1)
It is a while and to overlap the fixed and angle of fourth panel (8-1) and the 5th tablet (8-2) be sharp one of the 5th tablet (8-2) while
Angle；Two the 4th holes (8-1-1) are evenly arranged in fourth panel (8-1), a 5th hole (8- is arranged on the 5th tablet (8-2)
2-1)；
Third diagonal brace anchoring steel member (9) is made of the 6th tablet (9-1) and the 7th tablet (9-2), and the one of the 6th tablet (9-1)
It is a while and to overlap the fixed and angle of the 6th tablet (9-1) and the 7th tablet (9-2) be blunt one of the 7th tablet (9-2) while
Angle；Two the 6th holes (9-1-1) are evenly arranged on 6th tablet (9-1), a seven apertures in the human head (9- is arranged on the 7th tablet (9-2)
2-1)；
Corner anchoring steel member (10) is made of solid panel (10-1) and triangular plate (10-2) of the section for L-shaped, triangular plate
(10-2) is right angled triangle, and two right-angle sides of right angled triangle are separately fixed at the solid panel (10-1) that section is L-shaped
On two faces of inner wall, two octals are respectively evenly arranged on two faces of the section for solid panel (10-1) inner wall of L-shaped
(10-1-1)；
A Recombined bamboo side wall column (2), two Recombined bamboo abutment walls are vertically fixed in the both ends of Recombined bamboo top beam (1) by the way that screw is each
The other end of bone column (2) is fixed with the both ends of Recombined bamboo bottom girder (4) by the way that screw is vertical；Recombined bamboo top beam (1), Recombined bamboo side
Wall column (2) and Recombined bamboo bottom girder (4) form a rectangle wall skeleton, in Recombined bamboo top beam (1) and Recombined bamboo bottom girder (4)
The heart vertically fixes wall column (6) in Recombined bamboo by screw；Recombined bamboo rectangle cladding boards (3) are fixed by screws in rectangle wall bone
On one face of frame；
Corner anchoring steel member is fixed the angle of Recombined bamboo bottom girder (4) and two Recombined bamboo side wall columns (2) is each
(10), the section of corner anchoring steel member (10) passes through bolt (11) and octal for the outer wall of the solid panel (10-1) of L-shaped
(10-1-1) is fixed with Recombined bamboo bottom girder (4) and Recombined bamboo side wall column (2) respectively；
The both sides of wall column (6) and the infall of wall column (6) and Recombined bamboo bottom girder (4) is each solid in Recombined bamboo in Recombined bamboo
A fixed first diagonal brace anchoring steel member (7), the second tablet (7-2) of the first diagonal brace anchoring steel member (7) pass through bolt (11)
It is fixed on wall column in Recombined bamboo (6) with the second hole (7-2-1), third tablet (7-3) passes through bolt (11) and third hole (7-
It 3-1) is fixed on Recombined bamboo bottom girder (4)；The first tablet (7-1) of two the first diagonal brace anchoring steel members (7) passes through bolt
(11) it is fixed with the one end of the first hole (7-1-1) respectively with a Recombined bamboo diagonal brace (5), the other end of two Recombined bamboo diagonal braces (5)
Two Recombined bamboo side wall columns are separately fixed at by the second diagonal brace anchoring steel member (8) and third diagonal brace anchoring steel member (9)
(2) on inner wall；Second diagonal brace anchoring steel member (8) is fixed on Recombined bamboo abutment wall by the 5th hole (8-2-1) and bolt (11)
On the inner wall of bone column (2)；Third diagonal brace anchoring steel member (9) is fixed on Recombined bamboo by seven apertures in the human head (9-2-1) and bolt (11)
On the inner wall of side wall column (2)；Second diagonal brace anchoring steel member (8) is fixed on the lower section of third diagonal brace anchoring steel member (9), and
Open Side Down for the angle of second diagonal brace anchoring steel member (8), the angle opening upwards of third diagonal brace anchoring steel member (9)；Second
Diagonal brace anchoring steel member (8) and third diagonal brace anchoring steel member (9) pass through the 4th hole (8-1-1) and the 6th hole (9-1-1) respectively
It is fixed with bolt (11) and one end of Recombined bamboo diagonal brace (5)；Two Recombined bamboo diagonal braces (5) are with wall column in Recombined bamboo (6) for axis
It is symmetrical arranged；
It is solid in an identical manner between wall column (6) in Recombined bamboo top beam (1) and Recombined bamboo side wall column (2) and Recombined bamboo
Fixed two Recombined bamboo diagonal braces (5)；Close to two Recombined bamboo diagonal braces (5) of Recombined bamboo top beam (1) and close to Recombined bamboo bottom girder (4)
Two Recombined bamboo diagonal braces (5) are set by axial symmetry of the horizontal line by the midpoint of wall column (6) in Recombined bamboo.
2. a kind of steel-Recombined bamboo compound shear wall according to claim 1, it is characterised in that the Recombined bamboo rectangle covers
The thickness of panel (3) is 10mm.
A kind of 3. steel-Recombined bamboo compound shear wall according to claim 1, it is characterised in that the Recombined bamboo top beam
(1) thickness is 10mm.
A kind of 4. steel-Recombined bamboo compound shear wall according to claim 1, it is characterised in that the Recombined bamboo abutment wall bone
The thickness of column (2) is 10mm.
A kind of 5. steel-Recombined bamboo compound shear wall according to claim 1, it is characterised in that the Recombined bamboo bottom girder
(4) thickness is 10mm.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110878595A (en) * | 2019-11-19 | 2020-03-13 | 中煤第三建设（集团）有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
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2017
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110878595A (en) * | 2019-11-19 | 2020-03-13 | 中煤第三建设（集团）有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
| CN110878595B (en) * | 2019-11-19 | 2022-04-08 | 中煤特殊凿井有限责任公司 | Anti-cracking anti-seismic hollow floor hollow body |
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