CN109208784A - Shear wall - Google Patents
Shear wall Download PDFInfo
- Publication number
- CN109208784A CN109208784A CN201811197926.9A CN201811197926A CN109208784A CN 109208784 A CN109208784 A CN 109208784A CN 201811197926 A CN201811197926 A CN 201811197926A CN 109208784 A CN109208784 A CN 109208784A
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- Prior art keywords
- ribbed stiffener
- wall
- wallboard
- ribbed
- stiffener
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000003351 stiffener Substances 0.000 claims abstract description 201
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 238000010586 diagram Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention proposes a kind of shear wall, including the first wall, first wall includes the first wallboard, bottom plate, first ribbed stiffener and the second ribbed stiffener, first wallboard is arranged along the vertical direction, first ribbed stiffener is fixedly connected on the side of the first wallboard, first ribbed stiffener is flat part, first ribbed stiffener is arranged and is parallel to the horizontal plane along the transverse direction of the first wallboard, first ribbed stiffener is multiple, multiple first ribbed stiffeners are spaced setting from the top of the first wallboard vertically downwards, second ribbed stiffener is arranged along the vertical direction, second ribbed stiffener is L-shaped, first wall offers L-type through-hole along vertical side, L-type through-hole runs through each first ribbed stiffener, second ribbed stiffener be socketed on the inside of L-type through-hole and with each first ribbed stiffener grafting, it is contacted at the top of the bottom of second ribbed stiffener and bottom plate, one plate face of the second ribbed stiffener is parallel with the first wallboard , another plate face of the second ribbed stiffener is vertical with the first wallboard.The present invention can be improved the anti-buckling ability of shear wall.
Description
Technical field
The invention belongs to building structure technology field more particularly to a kind of shear walls.
Background technique
Shear wall is horizontal loading caused by being primarily subjected to wind load or geological process in house or structures and vertical lotus
The wall for carrying (gravity) is used to prevent structure shear (being cut) from destroying.Its opposite shear wall with other forms, steel plate shearing
Wall has many advantages, such as that ductile performance and Hysteresis Behavior are good, hysteretic loop is stable, energy dissipation capacity is strong, anti-seismic performance is superior.
In practical applications, in order to give full play to the performance of steel plate, make to have when steel plate shear force wall stress higher anti-bend
Qu Nengli, it usually needs enough horizontal and vertical ribbed stiffeners are set in steel plate shear force wall two sides, to guarantee that it is whole that steel plate does not occur
Body buckling and local buckling.However, the defect of the existing generally existing anti-buckling ability difference of shear wall.
Summary of the invention
The present invention is directed to above-mentioned technical problem of the existing technology, proposes a kind of shearing that can be improved anti-buckling ability
Wall.
In order to achieve the above object, the technical solution adopted by the present invention are as follows:
A kind of shear wall, including the first wall, first wall include the first wallboard, bottom plate, the first ribbed stiffener and the
Two ribbed stiffeners, first wallboard are arranged along the vertical direction, and the bottom plate is fixedly connected with the bottom of first wallboard, described
First ribbed stiffener is fixedly connected on the side of first wallboard, and first ribbed stiffener is flat part, first ribbed stiffener
Along first wallboard lateral setting and be parallel to the horizontal plane, first ribbed stiffener be it is multiple, multiple described first put more energy into
The top of rib from first wallboard is spaced setting vertically downwards, and second ribbed stiffener is arranged along the vertical direction；Institute
It is L-shaped to state the second ribbed stiffener, first wall offers L-type through-hole along vertical side, and the L-type through-hole is through each described the
One ribbed stiffener, second ribbed stiffener be socketed on the inside of L-type through-hole and with each first ribbed stiffener grafting, described second
It being contacted at the top of the bottom of ribbed stiffener and the bottom plate, a plate face of second ribbed stiffener is parallel with first wallboard,
Another plate face of second ribbed stiffener is vertical with first wallboard.
Preferably, the L-type through-hole be it is multiple, multiple L-type through-holes along first ribbed stiffener length side
To being alternatively arranged, second ribbed stiffener is multiple, multiple second ribbed stiffeners and multiple L-type through-hole one-to-one correspondence companies
It connects.
Preferably, being fixedly installed limit angle steel at the top of bottom plate, the limit angle steel is arranged along the vertical direction, described
It is corresponding with second ribbed stiffener to limit angle steel, so that two plate faces are contacted with second ribbed stiffener fitting.
Preferably, first ribbed stiffener is two groups, the first ribbed stiffener described in two groups is symmetrically disposed on first wall
The two sides of plate, the first ribbed stiffener described in every group be it is spaced multiple along the vertical direction, on the first ribbed stiffener described in two groups
L-type through-hole it is symmetrical.
Preferably, setting the first ribbed stiffener connecting with first wall top as top ribbed stiffener, then described in setting
Height at the top of the ribbed stiffener of top is higher than the height at the top of second ribbed stiffener.
Preferably, the top of the top ribbed stiffener is between the second ribbed stiffener top on along the vertical direction
Distance is equal to the top and puts more energy into the half of rib thickness.
Preferably, shear wall of the present invention further includes the second wall, second wall is located at the upper of first wall
Side, second wall include the second wallboard and third ribbed stiffener, and second wallboard is coplanar with first wallboard, and described the
Three ribbed stiffeners are fixedly connected on the side of second wallboard, and the third ribbed stiffener is flat part, the third ribbed stiffener with
First ribbed stiffener is parallel, the third ribbed stiffener be it is multiple, multiple third ribbed stiffeners are from the top of second wallboard
It holds to the bottom end interval of second wallboard and is arranged, the L-type through-hole runs through each third ribbed stiffener, and described second puts more energy into
Rib and each third ribbed stiffener grafting.
Preferably, second wall be it is multiple, multiple second walls are arranged side by side along the vertical direction.
Preferably, the second wall contacted with first wall is set to contact wall, if the bottom of the contact wall
The third ribbed stiffener at end is that bottom end ribbed stiffener is then arranged if first ribbed stiffener on first wall top is top ribbed stiffener
It is bolted to connection between the bottom end ribbed stiffener and the top ribbed stiffener.
Preferably, second wall for being set in highest point is highest wall, if the of highest wall top
Three ribbed stiffeners are top ribbed stiffener, then the height at the top of the top ribbed stiffener is arranged greater than the height at the top of second ribbed stiffener
Degree.
Compared with prior art, the advantages and positive effects of the present invention are:
1, shear wall of the present invention, by being arranged the first ribbed stiffener and the second ribbed stiffener in the side of the first wallboard, and
First ribbed stiffener opens up L-type through-hole, so that the second ribbed stiffener and the first ribbed stiffener grafting, thus compared with the prior art, second
Ribbed stiffener only plays the role of improving the outer rigidity of steel plain, i.e. the second ribbed stiffener is not necessarily to undertake load along the vertical direction,
Its bending stiffness not will receive reduction, then preferably prevent steel plate buckling, and then significantly improve anti-buckling ability；In addition,
Shear wall of the present invention can be realized assembled installation compared with the prior art, to reduce welding and facilitate construction, and then subtract
It is influenced in small work progress by environment and welder are horizontal.
2, shear wall of the present invention can be realized split type structure by setting first wall and second wall,
Will the big steel plate shear force wall of one side be divided into several pieces, to monolith wallboard assembly be got up at the scene, and then convenient transportation, more into
And significantly improve construction efficiency.
Detailed description of the invention
Fig. 1 is a kind of overall structure diagram of embodiment of shear wall of the present invention；
Fig. 2 is the structure and connection relationship diagram of the first wallboard, the first ribbed stiffener and bottom plate in Fig. 1；
Fig. 3 is that Fig. 2 adds the first side plate and limits the structural schematic diagram after angle steel；
Fig. 4 is the overall structure diagram of shear wall another kind embodiment of the present invention；
Fig. 5 is the structural schematic diagram of the second wall in Fig. 4；
In above each figure: 1, the first wall；2, the first wallboard；3, bottom plate；4, the first ribbed stiffener；5, the second ribbed stiffener；6,L
Type through-hole；7, angle steel is limited；8, the second wall；9, the second wallboard；10, third ribbed stiffener；11, the first side plate；12, second side
Plate.
Specific embodiment
In the following, the present invention is specifically described by illustrative embodiment.It should be appreciated, however, that not into one
In the case where step narration, element, structure and features in an embodiment can also be advantageously incorporated into other embodiments
In.
In the description of the present invention, it should be understood that (1) is it is known to those skilled in the art that transverse direction of the present invention
It is specifically when in use the side parallel with wallboard and horizontal plane for the width direction of wallboard (including the first wallboard and the second wallboard)
To longitudinal direction of the present invention is the short transverse of wallboard, is specifically when in use vertical direction；(2) term "inner", "outside",
The orientation or positional relationship of the instructions such as "upper", "lower", "front", "rear" is positional relationship based on the figure, merely to just
In description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore be not considered as limiting the invention；(3) term " first ", " second ", " third "
It is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
Referring to Fig. 1 to Fig. 4, a kind of shear wall, including the first wall 1, first wall 1 include the first wallboard 2, bottom plate
3, the first ribbed stiffener 4 and the second ribbed stiffener 5, first wallboard 2 are arranged along the vertical direction, the bottom plate 3 and first wall
The bottom of plate 2 is fixedly connected with (as weld), and first ribbed stiffener 4 is fixedly connected on the side of first wallboard 2, and described the
One ribbed stiffener 4 is flat part, and first ribbed stiffener 4 is arranged and is parallel to the horizontal plane, institute along the transverse direction of first wallboard 2
State the first ribbed stiffener 4 be it is multiple, multiple first ribbed stiffeners 4 from the top of first wallboard 2 vertically downwards between
Every setting, that is, there is first ribbed stiffener 4, be fixedly connected with the top, while under first ribbed stiffener 4
Side is arranged at intervals at least one first ribbed stiffener 4, and second ribbed stiffener 5 is arranged along the vertical direction；Second ribbed stiffener 5
L-shaped (its structure is referring to angle steel), first wall 1 offer L-type through-hole 6 along vertical side, and the L-type through-hole 6 is through every
A first ribbed stiffener 4, second ribbed stiffener 5 be socketed on the inside of L-type through-hole 6 and with each first ribbed stiffener 4
Grafting, the bottom of second ribbed stiffener 5 are contacted with the top of the bottom plate 3, with by the support of the bottom plate 3, described second
One plate face of ribbed stiffener 5 is parallel with first wallboard 2, another plate face of second ribbed stiffener 5 and first wall
Plate 2 is vertical.
Based on above-mentioned, shear wall of the present invention, by putting more energy into the side of the first wallboard 2 the first ribbed stiffener 4 of setting and second
Rib 5, and L-type through-hole 6 is opened up in the first ribbed stiffener 4, so that 4 grafting of the second ribbed stiffener 5 and the first ribbed stiffener, thus relatively
The prior art, the second ribbed stiffener 5 only play the role of improving the outer rigidity of steel plain, i.e. the second ribbed stiffener 5 is without undertaking edge
The load of vertical direction, bending stiffness not will receive reduction, then preferably prevent steel plate buckling, and then significantly improve anti-
Flexion capabilities；In addition, shear wall of the present invention can be realized assembled installation, to reduce welding and side compared with the prior art
Just it constructs, and then reduces in work progress and influenced by environment and welder are horizontal.
In Fig. 1 into embodiment shown in Fig. 3, shear wall of the present invention can be an integral structure, at this point, shear wall only by
First wall 1 is constituted, specific: as shown in Figure 1 to Figure 3, first ribbed stiffener 4 is two groups, the first ribbed stiffener 4 described in two groups
The two sides of first wallboard 2 are symmetrically disposed on, the first ribbed stiffener 4 described in every group is spaced more along the vertical direction
A, the L-type through-hole 6 on the first ribbed stiffener 4 described in two groups is symmetrical；The L-type through-hole 6 is multiple, multiple L-type through-holes
6 are alternatively arranged along the length direction of first ribbed stiffener 4, second ribbed stiffener 5 be it is multiple, multiple described second put more energy into
Rib 5 connects one to one with multiple L-type through-holes 6；Bottom plate 3 is preferably flat part, and bottom plate 3 is parallel with the first ribbed stiffener 4, bottom
The top of plate 3 is fixedly installed limit angle steel 7, and the limit angle steel 7 is arranged along the vertical direction, the limit angle steel 7 with it is described
Second ribbed stiffener 5 is corresponding so that two plate faces are contacted with second ribbed stiffener 5 fitting, the limit angle steel 7 be it is multiple,
Multiple limit angle steel 7 are arranged in a one-to-one correspondence with multiple second ribbed stiffeners 5；If being connect with 1 top of the first wall
The first ribbed stiffener 4 be top ribbed stiffener, then height at the top of the top ribbed stiffener is set and is higher than second ribbed stiffener 5 top
The height in portion, to be further ensured that the second ribbed stiffener 5 does not undertake vertical force.
Continue such as Fig. 1 to Fig. 3, preferably, on along the vertical direction, the top of the top ribbed stiffener to described the
Distance between the top of two ribbed stiffener 5 is equal to the top and puts more energy into the half of rib thickness.
Further as shown in Figure 1 to Figure 3, first wall 1 further includes the first side plate 11, and first side plate 11 is along perpendicular
Histogram is to setting, and first side plate 11 is to be parallel to each other and two spaced, in the length along first ribbed stiffener 4
It spends on direction (i.e. laterally), two first side plates 11 both ends with first wallboard 2 and first ribbed stiffener 4 respectively
It is fixedly connected (as welded)；The top of first side plate 11 is fixedly connected with the top ribbed stiffener, first side plate 11
Bottom be fixedly connected with the bottom plate 3.
In Fig. 4 and embodiment shown in fig. 5, shear wall of the present invention can be split type structure, specific: such as Fig. 4 and
Shown in Fig. 5, shear wall of the present invention includes the first wall 1 and the second wall 8, in first wall 1, first wallboard 2, institute
The structure and connection relationship therebetween for stating bottom plate 3 and first ribbed stiffener 4 are referring to above-mentioned, and this will not be repeated here by the present invention；Institute
The top that the second wall 8 is located at first wall 1 is stated, second wall 8 includes the second wallboard 9 and third ribbed stiffener 10,
Second wallboard 9 is coplanar with first wallboard 2, and the third ribbed stiffener 10 is fixedly connected on the side of second wallboard 9
Face, the third ribbed stiffener 10 are flat part, and the third ribbed stiffener 10 is parallel with first ribbed stiffener 4, and the third adds
Strength rib 10 be it is multiple, between multiple third ribbed stiffeners 10 are from the top of second wallboard 9 to the bottom end of second wallboard 9
Every setting, i.e., the top and bottom end of described second wallboard 9 are fixedly connected to the third ribbed stiffener 10, while described
At least one third ribbed stiffener 10 is arranged at intervals between the top and bottom end of two wallboards 9；The L-type through-hole 6 runs through each institute
State third ribbed stiffener 10, second ribbed stiffener 5 and each 10 grafting of third ribbed stiffener.
Based on above-mentioned, shear wall of the present invention, by the way that first wall 1 and second wall 8 is arranged, can be realized point
The big steel plate shear force wall of one side is divided into several pieces, to monolith wallboard assembly be got up at the scene, and then conveniently by body formula structure
Transport more and then significantly improves construction efficiency.
Continue as shown in Figure 4 and Figure 5, the third ribbed stiffener 10 is preferably two groups, at this time third ribbed stiffener described in two groups
10 are symmetrically disposed on the two sides of second wallboard 9, and third ribbed stiffener 10 described in every group is spaced along the vertical direction
Multiple, the L-type through-hole 6 on third ribbed stiffener 10 described in two groups is symmetrical.
Further as shown in Figure 4 and Figure 5, second wall 8 is multiple, and multiple second walls 8 are along the vertical direction
It is arranged side by side；If the second wall 8 contacted with first wall 1 is contact wall, if the of the bottom end of the contact wall
Three ribbed stiffeners 10 be bottom end ribbed stiffener, if first ribbed stiffener 4 on 1 top of the first wall be top ribbed stiffener, then institute is set
It states and is bolted to connection between bottom end ribbed stiffener and the top ribbed stiffener, shear wall of the present invention is passing through described second
It after first wall 1 and second wall 8 are plugged in together by ribbed stiffener 5, then is bolted to connection, it is ensured that cut
The reliable splicing of power wall, simultaneously because not welding at the scene, therefore shear wall sole mass is not by the shadow of environment and welder's level
It rings；Second wall 8 for being set in highest point is highest wall, if the third ribbed stiffener 10 on highest wall top is top
The height that the height at the top of the top ribbed stiffener is greater than 5 top of the second ribbed stiffener is then arranged, thus into one in portion's ribbed stiffener
Step guarantees that the second ribbed stiffener 5 does not undertake vertical force.
Further as shown in Figure 4 and Figure 5, second wall 8 further includes the second side plate 12,12 edge of the second side plate
Vertical direction setting, second side plate 12 is to be parallel to each other and two spaced, along the third ribbed stiffener 10
Length direction (i.e. laterally) on, two second side plates 12 respectively with second wallboard 9 and the third ribbed stiffener 10
It is fixedly connected (as welded)；The top of second side plate 12 is fixedly connected with the top ribbed stiffener, second side plate 12
Bottom be fixedly connected with the bottom end ribbed stiffener.
Claims (10)
1. a kind of shear wall, including the first wall (1), first wall (1) includes the first wallboard (2), bottom plate (3), first
Ribbed stiffener (4) and the second ribbed stiffener (5), first wallboard (2) are arranged along the vertical direction, the bottom plate (3) and described first
The bottom of wallboard (2) is fixedly connected, and first ribbed stiffener (4) is fixedly connected on the side of first wallboard (2), and described
One ribbed stiffener (4) is flat part, and first ribbed stiffener (4) is arranged along the transverse direction of first wallboard (2) and puts down with horizontal plane
Row, first ribbed stiffener (4) be it is multiple, multiple first ribbed stiffeners (4) are from the top of first wallboard (2) along vertical
Direction is spaced downwards setting, and second ribbed stiffener (5) is arranged along the vertical direction, it is characterised in that:
Second ribbed stiffener (5) is L-shaped, and first wall (1) offers L-type through-hole (6) along vertical side, and the L-type is logical
Hole (6) run through each first ribbed stiffener (4), second ribbed stiffener (5) be socketed on the inside of L-type through-hole (6) and with it is every
A first ribbed stiffener (4) grafting, the bottom of second ribbed stiffener (5) are contacted with the top of the bottom plate (3), and described
One plate face of two ribbed stiffeners (5) is parallel with the first wallboard (2), another plate face of second ribbed stiffener (5) and institute
It is vertical to state the first wallboard (2).
2. shear wall according to claim 1, it is characterised in that: the L-type through-hole (6) be it is multiple, multiple L-types are logical
Hole (6) is alternatively arranged along the length direction of first ribbed stiffener (4), second ribbed stiffener (5) be it is multiple, it is multiple described
Second ribbed stiffener (5) connects one to one with multiple L-type through-holes (6).
3. shear wall according to claim 1, it is characterised in that: bottom plate is fixedly installed limit angle steel at the top of (3)
(7), the limit angle steel (7) is arranged along the vertical direction, and the limit angle steel (7) is corresponding with the second ribbed stiffener (5), so that
Two plate faces are contacted with second ribbed stiffener (5) fitting.
4. shear wall according to claim 1, it is characterised in that: first ribbed stiffener (4) is two groups, the described in two groups
One ribbed stiffener (4) is symmetrically disposed on the two sides of first wallboard (2), and the first ribbed stiffener (4) described in every group is along vertical side
To spaced multiple, the L-type through-hole (6) on the first ribbed stiffener (4) described in two groups is symmetrical.
5. shear wall according to claim 1, it is characterised in that: set first connect with the first wall (1) top
Ribbed stiffener (4) is top ribbed stiffener, then the height at the top of the top ribbed stiffener is arranged and is higher than at the top of second ribbed stiffener (5)
Height.
6. shear wall according to claim 5, it is characterised in that: on along the vertical direction, the top of the top ribbed stiffener
Distance between at the top of portion to second ribbed stiffener (5) is equal to the top and puts more energy into the half of rib thickness.
7. shear wall described in any one of -4 according to claim 1, it is characterised in that: it further include the second wall (8), described
Two walls (8) are located at the top of first wall (1), and second wall (8) includes the second wallboard (9) and third ribbed stiffener
(10), second wallboard (9) is coplanar with first wallboard (2), and the third ribbed stiffener (10) is fixedly connected on described
The side of two wallboards (9), the third ribbed stiffener (10) are flat part, the third ribbed stiffener (10) and first ribbed stiffener
(4) in parallel, the third ribbed stiffener (10) is multiple, and multiple third ribbed stiffeners (10) are from the top of second wallboard (9)
It holds to the bottom end interval of second wallboard (9) and is arranged, the L-type through-hole (6) runs through each third ribbed stiffener (10), institute
State the second ribbed stiffener (5) and each third ribbed stiffener (10) grafting.
8. shear wall according to claim 7, it is characterised in that: second wall (8) be it is multiple, multiple described second
Wall (8) is arranged side by side along the vertical direction.
9. shear wall according to claim 8, it is characterised in that: set the second wall contacted with first wall (1)
It (8) is contact wall, if the third ribbed stiffener (10) of the bottom end of the contact wall is bottom end ribbed stiffener, if first wall
(1) first ribbed stiffener (4) on top is top ribbed stiffener, then is arranged between the bottom end ribbed stiffener and the top ribbed stiffener and leads to
Bolt is crossed to be fixedly connected.
10. shear wall according to claim 9, it is characterised in that: second wall (8) for being set in highest point is most
Top ribbed stiffener top is then arranged if the third ribbed stiffener (10) on highest wall top is top ribbed stiffener in high wall
The height in portion is greater than the height at the top of second ribbed stiffener (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811197926.9A CN109208784A (en) | 2018-10-15 | 2018-10-15 | Shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811197926.9A CN109208784A (en) | 2018-10-15 | 2018-10-15 | Shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109208784A true CN109208784A (en) | 2019-01-15 |
Family
ID=64980533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811197926.9A Pending CN109208784A (en) | 2018-10-15 | 2018-10-15 | Shear wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN109208784A (en) |
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|---|---|---|---|---|
| CN111321824A (en) * | 2020-03-04 | 2020-06-23 | 上海应用技术大学 | Prefabricated assembled concrete shear force wall of cross |
| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
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| CN206916996U (en) * | 2016-12-30 | 2018-01-23 | 上海建工四建集团有限公司 | Shear the horizontal integral forming structure of steel plate and side bar-mat reinforcement |
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| CN103321324A (en) * | 2013-06-03 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Truss nodal region super-thick steel plate wall and building method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111321824A (en) * | 2020-03-04 | 2020-06-23 | 上海应用技术大学 | Prefabricated assembled concrete shear force wall of cross |
| CN111321824B (en) * | 2020-03-04 | 2021-05-04 | 上海应用技术大学 | Prefabricated assembled concrete shear force wall of cross |
| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN113026995B (en) * | 2021-05-26 | 2021-09-03 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN115233866A (en) * | 2022-07-21 | 2022-10-25 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
| CN115233866B (en) * | 2022-07-21 | 2023-08-15 | 惠州市德信建设工程有限公司 | Building steel structure shear wall |
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