CN108005259A - A kind of steel plate combined shear wall splices node - Google Patents
A kind of steel plate combined shear wall splices node Download PDFInfo
- Publication number
- CN108005259A CN108005259A CN201711115840.2A CN201711115840A CN108005259A CN 108005259 A CN108005259 A CN 108005259A CN 201711115840 A CN201711115840 A CN 201711115840A CN 108005259 A CN108005259 A CN 108005259A
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- steel plate
- shear wall
- combined shear
- plate combined
- plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 169
- 239000010959 steel Substances 0.000 title claims abstract description 169
- 150000001875 compounds Chemical class 0.000 claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 238000005192 partition Methods 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims description 23
- 230000002787 reinforcement Effects 0.000 claims description 14
- 238000010008 shearing Methods 0.000 claims description 5
- 230000005540 biological transmission Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 18
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000005728 strengthening Methods 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to a kind of steel plate combined shear wall to splice node, including top steel plate combined shear wall and lower steel plate compound shear wall, it is provided with partition plate between top steel plate combined shear wall and lower steel plate compound shear wall, stiffening plate is both provided with the bottom outer surface of the side of top steel plate combined shear wall and on the outer surface of cupular part of the lower steel plate compound shear wall side；The top steel plate combined shear wall, lower steel plate compound shear wall and stiffening plate are connected with partition plate；The centre of the partition plate offers through hole, and the through hole connects the cavity of the top steel plate combined shear wall and the cavity of the lower steel plate compound shear wall.Its advantage is：The setting of stiffening plate at splicing node can transmit the load of steel plate combined shear wall inner rib plate, and power transmission more indirect than reinforcing bar is more effective, can largely improve its bearing capacity；Stiffening plate is welded in factory, and the workload at the scene of can reducing, improves site operation efficiency.
Description
Technical field
The present invention relates to building structure field, more particularly to a kind of steel plate combined shear wall splicing node.
Background technology
At present, use of the steel construction in building structure technology field is more and more, various new-type steel structural forms
Continue to bring out, in engineering field application, and quantity is also constantly riseing, and gathers around and holds out broad prospects.Its major advantage has：With
Concrete building structures are compared, and have more preferable applicability and feasibility.Component volume is such as reduced, increase uses space；Mitigate
Dead load, is reduced or completely without the template needed for construction and support；Built-in fitting is reduced, improves anti-seismic performance；Conveniently apply
Work, shortens the construction period.Compared with steel construction, can more saving steel, improve the stability and torsional property of component, increase is firm
Degree, enhancing antirust and fire endurance performance, accomplish it is economical and beautiful.
Steel plate combined shear wall refers to the shear wall structure made of steel plate bending is shaped, it is internal including by steel plate bending
The cavity of formation and the floor for separating cavity, can be selectively filled with other construction materials as needed in the cavity, have
Have the advantages that high capacity, from heavy and light, construction speed is fast and shear behavior is good, be particularly suitable for the high level and superelevation of highly seismic region
Layer building and aseismatic reinforcement engineering.Superior performance in terms of anti-seismic performance, makes it obtained extensively in high-rise building field
Application.But the research to steel plate combined shear wall both at home and abroad is simultaneously immature, for the connection mode of steel plate and concrete, specification
In there has been no correlation computations regulation, and steel plate and concrete connecting structure directly influence the collective effect and structure of the two
Stability and security, while also influence structural steel amount and economy.Compared with traditional steel construction, steel can be more saved
Material, improves the stability and torsional property of component, increases rigidity, enhancing antirust and fire endurance performance, accomplish it is economical and beautiful.With
Traditional concrete shear force wall is compared, and is had from heavy and light, the technical advantage such as fast, easy-maintaining of constructing.
But steel plate combined shear wall, as a kind of new structure type, relevant node is in engineer application, also not
Update disconnectedly in improvement, wherein also there are some deficiencies for exposing existing node.
At this stage in steel plate combined shear wall, the more form of use be mainly concrete filled steel tube beam compound shear wall with
And the Multicarity steel plate combined shear wall of other forms.And in the splicing node of the steel plate combined shear wall of these forms, one
Difficult point difficult to deal with is inside steel plate combined shear wall that there are usual strength plate not welding in inside, so as to result in node
The strength plate at place is discontinuous, the problem of weak area occurs, so, it is necessary to solved using related strengthening measure, and main at present uses
Means be that reinforcing bar reinforcement is inserted in the inside of steel plate combined shear wall at node, as shown in Figure 1, by being combined in lower steel plate
Partition plate 4 is set between shear wall 1 and top steel plate combined shear wall 2, and upper and lower part steel plate combined shear wall is penetrated through by setting
Joint bar 10 carry out the reinforcement at node.There are following problem for this measure：1. the reinforcing bar amount is larger, uneconomical；2.
Since stitching portion top plate is middle opening square hole, size itself is smaller, and is inserted into further take of reinforcing bar and opens absolutely empty so that steel plate
Compound shear wall is more difficult when pouring inner concrete, so as to influence the compactness of concrete cast；3. reinforcing bar plug-in type,
Need that reinforcing bar is fixed, and this part fixes need of work and expends many man-hours.4. steel plate wall lifts, insertion reinforcing bar holds
Easily encountered by steel plate, cause reinforcing bar to bend, hinder steel plate wall lifting, increase installation difficulty, increase the set-up time, extend construction
Cycle；5 joint bars are by the indirect power transmission of mixed mud during power transmission, and there are larger security risk.
The content of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of steel plate combined shear wall to splice node.
A kind of steel plate combined shear wall splicing node provided by the invention, its technical solution are：
A kind of steel plate combined shear wall splices node, including top steel plate combined shear wall and lower steel plate combined shear
Wall, it is characterised in that：Be provided with partition plate between the top steel plate combined shear wall and lower steel plate compound shear wall, it is described on
The bottom outer surface of the side of portion's steel plate combined shear wall and the outer surface of cupular part of the lower steel plate compound shear wall side are equal
It is provided with stiffening plate；The top steel plate combined shear wall, lower steel plate compound shear wall and stiffening plate are welded with the partition plate
Connect；The centre of the partition plate offers hole, and the through hole connects the cavity of the top steel plate combined shear wall and the lower part
The cavity of steel plate combined shear wall.
A kind of steel plate combined shear wall splicing node provided by the invention, further includes following attached technical scheme：
Wherein, on the bottom outer surface of the end face of the top steel plate combined shear wall and the lower steel plate combined shear
Set on the outer surface of cupular part of the end face of wall and be both provided with stiffening plate.
Wherein, the stiffening plate is long steel plate, and plug welding hole is provided with the long steel plate.
Wherein, the plug welding hole of the stiffening plate along short transverse at least provided with 1 row, steel plate combined shear wall it is every
The plug welding hole of 1 row is at least set in a cavity.
Wherein, the stiffening plate is batten, zigzag steel plate or the reinforcing bar of interruption；When the stiffening plate is reinforcing bar, steel
Muscle is arranged on the steel plate combined shear wall outside where internal floor, and the partition plate is provided with through hole or groove in reinforcement location,
Reinforcing bar is connected with upper and lower part steel plate combined shear wall respectively by through hole or groove.
Wherein, the height of the stiffening plate and the thickness of the steel plate combined shear wall meet following relation：H≥0.5B；
Wherein, H is the height of stiffening plate, and B is the thickness of steel plate combined shear wall.
Wherein, the splicing otic placode for scene splicing is provided with the stiffening plate.
Wherein, the splicing otic placode is linear type otic placode, it is fixed by welding in steel plate combined shear wall or stiffening plate
On.
Wherein, the splicing otic placode is T-shaped otic placode, it is fixed on steel plate combined shear wall or reinforcement by split bolt
On plate.
Wherein, each through hole corresponds to a cavity of steel plate combined shear wall, or, each through hole corresponds to steel plate
The multiple cavities of compound shear wall.
The implementation of the present invention includes following technique effect：
Steel plate combined shear wall provided by the invention splices node：1. the setting of the stiffening plate at splicing node can transmit
The load of steel plate combined shear wall inner rib plate, power transmission more indirect than reinforcing bar is more effective, can largely improve its bearing capacity；2.
Stiffening plate is welded in factory, and the workload at the scene of can reducing, improves site operation efficiency；3. splicing otic placode uses welding manner
When being fixed, splicing otic placode is welded on stiffening plate, steel plate combined shear wall side plate will not be caused to damage, rigging out
Afterwards, need to only be amputated；4. splicing otic placode is fixed using split bolt, convenient installation, and in rigging out
Afterwards, it need to only be removed, be not in mother metal damage at splicing otic placode, without applying again therefore without cutting otic placode
Brush paint；5. stiffening plate is the batten of interruption, the process that plug welding hole is set on stiffening plate is not only eliminated, but also also save
Steel using amount, so as to improve construction speed, reduces construction cost；6. simple structure, power transmission is reasonable, construction is convenient.
Brief description of the drawings
Fig. 1 is the profile of the splice point of steel plate combined shear wall of the prior art.
Fig. 2 is that a kind of steel plate combined shear wall of the present invention splices the profile of node.
Fig. 3 is that a kind of steel plate combined shear wall of the present invention splices the front elevation of node, and wherein stiffening plate is long steel plate.
Fig. 4 is that a kind of steel plate combined shear wall of the present invention splices the front elevation of node, and wherein stiffening plate is the bar of interruption
Plate.
Fig. 5 is that a kind of steel plate combined shear wall of the present invention splices the front elevation of node, and wherein stiffening plate is zigzag steel
Plate.
Fig. 6 is that a kind of steel plate combined shear wall of the present invention splices the front elevation of node, and wherein stiffening plate is reinforcing bar.
Fig. 7 is the horizontal sectional view of steel plate combined shear wall.
Fig. 8 is the horizontal sectional view at a kind of splice point of the splicing node of steel plate combined shear wall of the present invention.
Fig. 9 is that a kind of steel plate combined shear wall of the present invention splices the profile of node, wherein splicing otic placode is yi word pattern
Otic placode, is fixed on steel plate combined shear wall by welding manner.
Figure 10 is that a kind of steel plate combined shear wall of the present invention splices the profile of node, wherein splicing otic placode is T-shaped
Otic placode, is fixed on steel plate combined shear wall by split bolt mode.
Embodiment
The present invention is described in detail below in conjunction with embodiment and attached drawing, it should be pointed out that described reality
Apply example and be intended merely to facilitate the understanding of the present invention, and do not play any restriction effect to it.
Referring to shown in Fig. 2-8, a kind of steel plate combined shear wall provided in this embodiment splices node, including top steel plate group
Combination shearing wall 2 and lower steel plate compound shear wall 1, the top steel plate combined shear wall 2 and lower steel plate compound shear wall 1 it
Between be provided with partition plate 4, top stiffening plate 5, institute are provided with the bottom outer surface of the side of the top steel plate combined shear wall 2
State and lower part stiffening plate 6 is provided with the outer surface of cupular part of the side of lower steel plate compound shear wall 1；The top steel plate combination is cut
Power wall 2 and top stiffening plate 5 are welded with the partition plate 4, and the lower steel plate compound shear wall 1 and lower part stiffening plate 6 are also equal
Welded with the partition plate 4；The centre of the partition plate 4 offers through hole, and the through hole connects the top steel plate combined shear wall
Cavity and the lower steel plate compound shear wall cavity；Each through hole corresponds to a chamber of steel plate combined shear wall
Body, or, each through hole correspond to the multiple cavities of steel plate combined shear wall.
Steel plate combined shear wall provided in this embodiment splices node, by setting stiffening plate in node area, makes steel plate group
Combination shearing wall occurs without weak area in stitching portion, and stiffening plate can transmit the load of usual floor in steel plate combined shear wall, energy
Enough make its bearing power increase more than 15%, and have the characteristics that simple structure, power transmission are reasonable, construction is convenient；Further, originally
The stiffening plate of embodiment is welded in factory, and the workload at the scene of can reducing, improves site operation efficiency.
Preferably, as shown in Figures 3 and 4, it is on the bottom outer surface of the end face of the top steel plate combined shear wall 2 and described
Set on the bottom outer surface of the end face of lower steel plate compound shear wall 1 and be both provided with end reinforcement plate 8.The present embodiment passes through in steel
The end set end reinforcement plate 8 of plate compound shear wall, further enhances the bearing capacity of steel plate combined shear wall.
As shown in figure 3, top stiffening plate 5, lower part stiffening plate 6 and/or end reinforcement plate 8 can be long steel plate, the length
Plug welding hole 7 is provided with steel plate, also, the stiffening plate is provided with the plug welding hole of at least 1 row, steel plate group along short transverse
The plug welding hole of at least 1 row is set in each cavity of combination shearing wall, and by setting plug welding hole on stiffening plate, Gong Renke
Stiffening plate is reliably welded on steel plate combined shear wall with easily passing very much plug welding hole, so as to not only increase stiffening plate
The reliability of power transmission between steel plate combined shear wall, and the construction time is also saved, improve steel plate combined shear wall
Aesthetics.
As shown in figure 4, top stiffening plate 5, lower part stiffening plate 6 and/or end reinforcement plate 8 can also be the batten of interruption.
The present embodiment is by the batten for being arranged to be interrupted by stiffening plate, the process for not only eliminating the setting plug welding hole on stiffening plate, and
And steel using amount is also saved, so as to improve construction speed, reduce construction cost.
As shown in figure 5, top stiffening plate 5, lower part stiffening plate 6 and/or end reinforcement plate 8 can also be zigzag steel plate.
The present embodiment by stiffening plate by being arranged to zigzag steel plate, the process for not only eliminating the setting plug welding hole on stiffening plate, from
And construction speed is improved, and since one piece of rectangular steel plates can cut into two blocks of zigzag steel plates, thus can greatly save
Steel using amount is saved, so as to reduce construction cost.
As shown in fig. 6, top stiffening plate 5 and lower part stiffening plate 6 and/or end reinforcement plate 8 can also be reinforcing bar 12, when upper
When portion's stiffening plate 5 and lower part stiffening plate 6 and/or end reinforcement plate 8 are reinforcing bar, steel-bar arrangement is in the steel plate group where internal floor
On the outside of combination shearing wall, the partition plate 4 is provided with through hole or groove in reinforcement location, and the reinforcing bar 12 passes through the through hole or groove
And connect top steel plate combined shear wall 2 and lower steel plate compound shear wall 1.The present embodiment by by stiffening plate with reinforcing bar generation
Replace, so as to save the dosage of steel plate, reduce construction cost.
Preferably, the height of the stiffening plate and the thickness of the steel plate combined shear wall meet following relation：H≥
0.5B；Wherein, H is the height of stiffening plate, and B is the thickness of steel plate combined shear wall.Also, the stiffening plate is set along short transverse
The plug welding hole of at least 1 row is equipped with, the plug welding hole of at least 1 row is set in each cavity of steel plate combined shear wall.This
The width of stiffening plate by being arranged to the half not less than steel plate combined shear wall height by embodiment so that the present embodiment is being mended
Strong plate with steel material it is as small as possible in the case of, farthest improve the bearing capacity of steel plate combined shear wall.
Preferably, referring to shown in Fig. 9-10, be both provided with the top stiffening plate 5 and lower part stiffening plate 6 for scene
The splicing otic placode 9 of splicing.It is further preferred that as shown in figure 9, it is described splicing otic placode 9 be linear type otic placode, pass through welding manner
It is fixed on steel plate combined shear wall or stiffening plate；The present embodiment is fixed on steel plate combination by welding manner by otic placode 9 is spliced
On shear wall or stiffening plate, damaged caused by without to steel plate combined shear wall side plate, only need to be by described in rigging out
Splicing otic placode 9 amputates.Or, as shown in Figure 10, the splicing otic placode 9 is T-shaped otic placode, is fixed on by split bolt 11
On steel plate combined shear wall or stiffening plate；Splicing otic placode 9 is fixed on steel plate combination by using split bolt 11 and cut by the present embodiment
On power wall or stiffening plate, convenient installation, in rigging out, need to only be removed, and splice otic placode 9 without cutting, thus
Be not in mother metal damage at splicing otic placode 9, without brushing paint again, save process, improve construction efficiency.
Finally it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than the present invention is protected
The limitation of scope is protected, although being explained with reference to preferred embodiment to the present invention, those of ordinary skill in the art should
Work as understanding, can be to technical scheme technical scheme is modified or replaced equivalently, without departing from the reality of technical solution of the present invention
Matter and scope.
Claims (10)
1. a kind of steel plate combined shear wall splices node, including top steel plate combined shear wall and lower steel plate compound shear wall,
It is characterized in that：Partition plate, the top are provided between the top steel plate combined shear wall and lower steel plate compound shear wall
The bottom outer surface of the side of steel plate combined shear wall and the outer surface of cupular part of the lower steel plate compound shear wall side are all provided with
It is equipped with stiffening plate；The top steel plate combined shear wall, lower steel plate compound shear wall and stiffening plate are fixed with the partition plate
Connection；The centre of the partition plate offers through hole, and the through hole connects the cavity of the top steel plate combined shear wall and described
The cavity of lower steel plate compound shear wall.
A kind of 2. steel plate combined shear wall splicing node according to claim 1, it is characterised in that：The top steel plate group
On the bottom outer surface of the end face of combination shearing wall and the lower steel plate compound shear wall end face outer surface of cupular part on it is also equal
It is provided with stiffening plate.
A kind of 3. steel plate combined shear wall splicing node according to claim 1 or 2, it is characterised in that：The stiffening plate
For long steel plate, plug welding hole is provided with the long steel plate.
A kind of 4. steel plate combined shear wall splicing node according to claim 3, it is characterised in that：The stiffening plate edge is high
The plug welding hole of the direction at least provided with 1 row is spent, the plug of 1 row is at least set in each cavity of steel plate combined shear wall
Welding hole.
A kind of 5. steel plate combined shear wall splicing node according to claim 1 or 2, it is characterised in that：The stiffening plate
Batten, zigzag steel plate or reinforcing bar for interruption；When the stiffening plate is reinforcing bar, steel-bar arrangement is in the steel where internal floor
On the outside of plate compound shear wall, the partition plate is provided with through hole or groove in reinforcement location, reinforcing bar by through hole or groove respectively with
Upper and lower part steel plate combined shear wall connection.
A kind of 6. steel plate combined shear wall splicing node according to claim 1 or 2, it is characterised in that：The stiffening plate
The thickness of height and the steel plate combined shear wall meet following relation：H≥0.5B；Wherein, H is the height of stiffening plate, and B is
The thickness of steel plate combined shear wall.
A kind of 7. steel plate combined shear wall splicing node according to claim 1, it is characterised in that：Set on the stiffening plate
It is equipped with the splicing otic placode for scene splicing.
A kind of 8. steel plate combined shear wall splicing node according to claim 7, it is characterised in that：It is described splicing otic placode be
Linear type otic placode, it is fixed by welding on steel plate combined shear wall or stiffening plate.
A kind of 9. steel plate combined shear wall splicing node according to claim 7, it is characterised in that：It is described splicing otic placode be
T-shaped otic placode, it is fixed on steel plate combined shear wall or stiffening plate by split bolt.
A kind of 10. steel plate combined shear wall splicing node according to claim 1 or 2, it is characterised in that：It is each described logical
Hole corresponds to a cavity of steel plate combined shear wall, or, each through hole corresponds to the multiple cavities of steel plate combined shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711115840.2A CN108005259A (en) | 2017-11-13 | 2017-11-13 | A kind of steel plate combined shear wall splices node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711115840.2A CN108005259A (en) | 2017-11-13 | 2017-11-13 | A kind of steel plate combined shear wall splices node |
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| Publication Number | Publication Date |
|---|---|
| CN108005259A true CN108005259A (en) | 2018-05-08 |
Family
ID=62052378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711115840.2A Pending CN108005259A (en) | 2017-11-13 | 2017-11-13 | A kind of steel plate combined shear wall splices node |
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| Country | Link |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138475A (en) * | 2018-07-25 | 2019-01-04 | 同济大学 | A method of improving reinforced concrete member staight scissors bearing capacity |
| CN109898706A (en) * | 2019-03-28 | 2019-06-18 | 中冶赛迪工程技术股份有限公司 | A kind of steel plate combined shear wall and its construction method of built-in Screw arbor with nut at both-ends |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
| CN114215379A (en) * | 2021-12-17 | 2022-03-22 | 同济大学 | Reinforcing device for plug welding connection under condition of dislocation of steel plate piece and reinforcing process thereof |
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| WO1996018774A1 (en) * | 1994-12-13 | 1996-06-20 | Houghton David L | Steel moment resisting frame beam-to-column connections |
| US20050204687A1 (en) * | 2004-03-16 | 2005-09-22 | Raftery Michael C | Method of constructing a concrete shear core multistory building |
| CN104047378A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure shear wall field spliced node |
| CN204212267U (en) * | 2014-09-28 | 2015-03-18 | 浙江杭萧钢构股份有限公司 | End plate type girder steel and steel pipe bundle combining structure shear wall connected node |
| CN205742624U (en) * | 2016-05-12 | 2016-11-30 | 浙江东南网架股份有限公司 | Longitudinally connected node between Multicarity steel plate shear force wall |
| CN107130703A (en) * | 2016-10-08 | 2017-09-05 | 石柏林 | A kind of double steel plate shear wall vertically splices node |
| CN207525933U (en) * | 2017-11-13 | 2018-06-22 | 杭萧钢构股份有限公司 | A kind of steel plate combined shear wall splices node |
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| WO1996018774A1 (en) * | 1994-12-13 | 1996-06-20 | Houghton David L | Steel moment resisting frame beam-to-column connections |
| US20050204687A1 (en) * | 2004-03-16 | 2005-09-22 | Raftery Michael C | Method of constructing a concrete shear core multistory building |
| CN104047378A (en) * | 2014-05-05 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure shear wall field spliced node |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138475A (en) * | 2018-07-25 | 2019-01-04 | 同济大学 | A method of improving reinforced concrete member staight scissors bearing capacity |
| CN109138475B (en) * | 2018-07-25 | 2021-06-18 | 同济大学 | Method for improving direct shear bearing capacity of reinforced concrete member |
| CN109898706A (en) * | 2019-03-28 | 2019-06-18 | 中冶赛迪工程技术股份有限公司 | A kind of steel plate combined shear wall and its construction method of built-in Screw arbor with nut at both-ends |
| CN112663824A (en) * | 2020-12-15 | 2021-04-16 | 哈尔滨工业大学（深圳） | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof |
| CN114215379A (en) * | 2021-12-17 | 2022-03-22 | 同济大学 | Reinforcing device for plug welding connection under condition of dislocation of steel plate piece and reinforcing process thereof |
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Application publication date: 20180508 |