CN106223511A - Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof - Google Patents
Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof Download PDFInfo
- Publication number
- CN106223511A CN106223511A CN201610758987.2A CN201610758987A CN106223511A CN 106223511 A CN106223511 A CN 106223511A CN 201610758987 A CN201610758987 A CN 201610758987A CN 106223511 A CN106223511 A CN 106223511A
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- wall
- shear
- core
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 189
- 239000010959 steel Substances 0.000 title claims abstract description 189
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 29
- 238000002360 preparation method Methods 0.000 title abstract description 5
- 239000004567 concrete Substances 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000009432 framing Methods 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012946 outsourcing Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 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
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Abstract
A kind of prefabricated steel reinforced concrete shear wall of band shear connections bolt and preparation method thereof, the prefabricated steel reinforced concrete shear wall of wherein said band shear connections bolt includes steel plate wall core, it is arranged on the reinforced mesh of steel plate wall core both sides, the connector that along thickness of wall body direction, is connected between steel plate wall core and reinforced mesh and be cast in the R.C. wall board outside steel plate wall core and reinforced mesh；Through hole is had on described steel plate wall core；The reinforced mesh that described connector is through in the through hole of steel plate wall core with both sides is connected, and described R.C. wall board is completely filled in through hole.It is relatively big that the present invention solves traditional steel plate shear force wall steel using amount, and construction costs is high, the technical problem that fire protecting performance is poor, rigidity is little and the globality of shear wall is poor.
Description
Technical field
The present invention relates to prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt and preparation method thereof.
Background technology
Frame-shear structure, frame-shear wall tube structure or shear wall technology are that modern high-rise building design is commonly used
Version, these structures are to arrange a number of shear wall in the structure, constitute and use space freely flexibly, meet not
With the requirement of building function, sufficient amount of shear wall makes building itself have sizable rigidity.At present, conventional prefabricated cut
Power wall is steel plate shear force wall, and this structure has a disadvantage in that 1, shear wall steel using amount is relatively big thus causes construction costs high；
2, shear wall Out-of Plane Stiffness is little, easily produces out-of-plane buckling；3, the concrete of shear wall upper steel plate both sides can not be formed one whole
Body, therefore, the globality of structure is the highest, is likely to result in the local shedding phenomenon of concrete；4, fire protecting performance is poor, in a fire
Easily lose bearing capacity；5, rigidity is little, easily produces moderate finite deformation.
Summary of the invention
The invention provides prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt and preparation method thereof,
Solving traditional steel plate shear force wall steel using amount relatively big, construction costs is high, and fire protecting performance is poor, rigidity is little and the globality of shear wall
Poor technical problem.
For achieving the above object, the present invention adopts the following technical scheme that.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt, includes steel plate wall core, is arranged on steel plate
The reinforced mesh of wall core both sides and be cast in the R.C. wall board outside steel plate wall core and reinforced mesh；Set on described steel plate wall core
There is through hole one；In described through hole one, through-thickness be provided with shear connections bolt；The two ends of described shear connections bolt exceed steel plate wall
Core side, is connected with reinforced mesh；Described R.C. wall board is completely filled in through hole one.
Preferably, described shear connections bolt includes steel skeleton and is cast in the concrete outside steel skeleton；Described steel skeleton
Assembly for steel reinforcement cage or shaped steel or shaped steel with steel reinforcement cage.
Preferably, it is welded to connect between described shear connections bolt and reinforced mesh or colligation is connected.
Preferably, described steel plate wall core is circular or polygon or oval or above combination of shapes irregular
Shape；And steel plate wall core is positioned at shear wall middle position.
Preferably, described steel plate wall core is polygon steel board wall core；Described through hole one be opened in the diagonal of steel plate wall core with
Outer position.
Preferably, on described steel plate wall core, interval has through hole two；Described through hole two be positioned at the diagonal of steel plate wall core with
Outer position.
Preferably, described through hole two is provided with dowel；The two ends of described dowel are all beyond steel plate wall core side, with steel
Muscle mesh sheet is welded to connect or colligation connects；Described R.C. wall board is completely filled in through hole two.
Preferably, the side of described steel plate wall core or the local of side exceed the side of R.C. wall board；Described steel
Board wall core welds and/or by being connected with connecting plate one overlapping arranged on framing component beyond the part of R.C. wall board side
Bolt one bolts or rivets.
Preferably, described framing component is Steel Reinforced Concrete Members or Steel section member or concrete filled steel tubular member or steel
Pipe reinforced concrete member.
The manufacture method of the prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt, comprises the following steps that
Step one: require to make reinforced mesh, the steel skeleton of shear connections bolt and steel plate wall core according to design.
Step 2: beat several through holes one on steel plate wall core.
Step 3: the steel skeleton of shear connections bolt is penetrated in through hole one.
Step 4: reinforced mesh is arranged in steel plate wall core both sides.
Step 5: reinforced mesh with steel plate wall core both sides is connected respectively by the two ends of the steel skeleton of shear connections bolt.
Step 6: formwork, pours R.C. wall board, and maintenance is to predetermined strength.
Preferably, in step 2, on described steel plate wall core, also interval has some through holes two.
Preferably, while step 3 is worn the steel skeleton of shear connections bolt at through hole one, in through hole two, wear dowel.
Preferably, step 5 also includes that the reinforced mesh of dowel with steel plate wall core both sides is connected by step.
Preferably, when pouring R.C. wall board in step 6, the side of steel plate wall core or the local of side are beyond wallboard
The side of concrete.
Compared with prior art the invention have the characteristics that and beneficial effect.
1, hole opened on steel plate by the wall core of the shear wall in the present invention, and this design compares traditional steel plate wall joint
Save steel using amount, enormously simplify the construction of traditional perforation reinforcing bar drawknot mode, reduce cost.
2, hole one is opened in the position beyond the diagonal of shear wall of the steel plate wall core in the present invention, in loading process,
Shear wall principal stress is diagonally distributed, and therefore, steel plate wall core will not be subject in principal stress position intensity bearing capacity
Damage, it is ensured that the ability of steel plate wall core bearing load.
3, the present invention wears in the through hole one of steel plate wall core shear connections bolt, by R.C. wall board and the steel plate wall of both sides
Core is linked to be an entirety, not only increases steel plate wall core and concrete panel globality so that steel plate can be with R.C. wall board one
Rise and bear principal stress, increase the ability of structure bearing load；But also avoid concrete panel and come off when by shearing.
4, in the present invention, R.C. wall board is connected to the both sides constraint steel plate wall core of steel plate wall core by shear connections bolt, it is to avoid
Steel plate wall core shifts to an earlier date flexing, and R.C. wall board can promote the fire resistance property of steel plate as the concrete slab of outsourcing.
5, the shear connections bolt internals in the present invention is steel reinforcement cage or shaped steel or shaped steel resists with steel reinforcement cage assembly
Ability of cutting is strong, can effectively transmit shearing that steel plate born to concrete slab, the shear behavior of lift structure entirety.
6, the present invention opens hole two at steel plate wall core, and wear the dowel bar-mat reinforcement by steel plate wall core both sides at through hole two
Sheet connects, and more further improves the globality of concrete panel and steel plate wall core.
Accompanying drawing explanation
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the front schematic view that the shear wall in embodiments of the invention 1 is connected with structural framing.
Fig. 2 is the front schematic view of the shear wall of the present invention.
Fig. 3 is the front schematic view of the steel plate wall core opening hole two in the present invention.
Fig. 4 is the front schematic view of the shear wall opening hole two on steel plate wall core.
Fig. 5 is A-A generalized section in Fig. 4.
Fig. 6 is middle frame component of the present invention shear wall and structural framing attachment structure schematic diagram when being Steel section member.
Fig. 7 be middle frame component of the present invention when being concrete filled steel tubular member shear wall illustrate with structural framing attachment structure
Figure.
In Fig. 8 present invention, in shear connections bolt, steel skeleton is that a kind of of steel reinforcement cage implements illustration.
In Fig. 9 present invention, in shear connections bolt, steel skeleton is that a kind of of shaped steel implements illustration.
In Figure 10 present invention, in shear connections bolt, steel skeleton is that shaped steel implements illustration with a kind of of steel reinforcement cage assembly.
Reference: 1-reinforced mesh, 2-R.C. wall board, 3-steel plate wall core, 4-through hole two, 5-through hole one,
6-concrete filled steel tubular member, 7-shear connections bolt, 8-dowel, 9-connecting plate one, one, the 11-connection of 10-connecting bolt
Bolt two, 12-Steel section member.
Detailed description of the invention
As shown in Figure 1, 2, 3, the prefabricated steel reinforced concrete shear wall of this band shear connections bolt, include steel plate wall
Core 3, is arranged on the reinforced mesh 1 of steel plate wall core 3 both sides and is cast in the wallboard coagulation outside steel plate wall core 3 and reinforced mesh 1
Soil 2；Described steel plate wall core 3 is provided with through hole 1；In described through hole 1, through-thickness be provided with shear connections bolt 7；Described anti-
The two ends cutting coupling bar 7 exceed steel plate wall core 3 side, are connected with reinforced mesh 1；Described R.C. wall board 2 is completely filled to through hole 1
In.
In the present embodiment, described shear connections bolt 7 includes steel skeleton and is cast in the concrete outside steel skeleton.
As Figure 8-Figure 10, described steel skeleton can be the assembly of steel reinforcement cage or shaped steel or shaped steel and steel reinforcement cage.
In the present embodiment, can be to be welded to connect or colligation is connected between described shear connections bolt 7 and reinforced mesh 1.
Described steel plate wall core 3 can be circular or polygon or the irregular shape of oval or above combination of shapes
Shape；And steel plate wall core 3 is positioned at shear wall middle position.
As in figure 2 it is shown, in the present embodiment, described steel plate wall core 3 is rectangle steel board wall core；Described through hole 1 is opened in steel plate
Position beyond the diagonal of wall core 3.
The most in other embodiments, described steel plate wall core 3 can also be pentagon, hexagon etc..
As shown in Figure 3 and Figure 4, in the present embodiment, on described steel plate wall core 3, interval has through hole 24；Described through hole 24
Near steel plate wall core 3 lower edges, it is positioned at the outside of through hole 1.
As it is shown in figure 5, in the present embodiment, described through hole 24 is provided with dowel 8；The two ends of described dowel 8 all exceed
Steel plate wall core 3 side, can connect with welding with reinforced mesh 1 or colligation is connected；Described R.C. wall board 2 is completely filled to through hole two
In 4.
As shown in Fig. 1,6 and Fig. 7, in the present embodiment, the side of described steel plate wall core 3 or the local of side are beyond wall
The side of board concrete 2；Described steel plate wall core 3 is beyond the part of R.C. wall board 2 side and the connection of setting on framing component
Merga pass connecting bolt 1 bolt folded by plate 1.
Certainly the most in other embodiments, described steel plate wall core 3 beyond R.C. wall board 2 side part with on framing component
The connecting plate 1 arranged can also be overlapped welding and/or be riveted by connecting bolt 1.
In the present embodiment, described framing component is Steel Reinforced Concrete Members or Steel section member 12 or concrete filled steel tube structure
Part 6 or steel pipe reinforced concrete member.
The manufacture method of the prefabricated steel reinforced concrete shear wall of this band shear connections bolt, as follows including step,
Step one: require to make reinforced mesh 1, the steel skeleton of shear connections bolt 7 and steel plate wall core 3 according to design.
Step 2: beat several through holes 1 on steel plate wall core 3.
Step 3: the steel skeleton of shear connections bolt 7 is penetrated in through hole 1.
Step 4: reinforced mesh 1 is arranged in steel plate wall core 3 both sides.
Step 5: reinforced mesh 1 with steel plate wall core 3 both sides is connected respectively by the two ends of the steel skeleton of shear connections bolt 7.
Step 6: formwork, pours R.C. wall board 2, and maintenance is to predetermined strength.
In the present embodiment, in step 2, on described steel plate wall core 3, also interval has some through holes 24.
In the present embodiment, while step 3 is worn the steel skeleton of shear connections bolt 7 at through hole 1, wear in through hole 24
Dowel 8.
In the present embodiment, step 5 also includes that the reinforced mesh 1 of dowel 8 with steel plate wall core 3 both sides is connected by step.
In the present embodiment, when pouring R.C. wall board 2 in step 6, the side of steel plate wall core 3 or the local of side surpass
Go out the side of R.C. wall board 2.
In the present embodiment, lead at the side of R.C. wall board 2 or the most close upper marginal position and between steel plate wall core 3
Cross connecting bolt 2 11 to connect.
Content described in this specification embodiment is only enumerating of the way of realization to inventive concept, the protection model of invention
Enclosing and be not construed as being only limitted to the concrete form that embodiment is stated, the protection domain of invention contains those skilled in the art's root
According to inventive concept it is conceivable that equivalent technologies means.
Claims (13)
1. the prefabricated steel reinforced concrete shear wall of a band shear connections bolt, it is characterised in that: include steel plate wall core
(3), it is arranged on the reinforced mesh (1) of steel plate wall core (3) both sides and is cast in steel plate wall core (3) and reinforced mesh (1) outward
R.C. wall board (2)；Described steel plate wall core (3) is provided with through hole one (5)；In described through hole one (5), through-thickness be provided with anti-
Cut coupling bar (7)；The two ends of described shear connections bolt (7) exceed steel plate wall core (3) side, are connected with reinforced mesh (1)；Described
R.C. wall board (2) is completely filled in through hole one (5).
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 1, its feature exists
In: described shear connections bolt (7) includes steel skeleton and is cast in the concrete outside steel skeleton；Described steel skeleton be steel reinforcement cage or
The assembly of person's shaped steel or shaped steel and steel reinforcement cage.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 2, its feature exists
In: it is welded to connect between described shear connections bolt (7) and reinforced mesh (1) or colligation is connected.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 1, its feature exists
It is circular or polygon or oval or above combination of shapes irregularly shaped in: described steel plate wall core (3)；And
Steel plate wall core (3) is positioned at shear wall middle position.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 4, its feature exists
In: described steel plate wall core (3) is polygon steel board wall core；Described through hole one (5) is opened in beyond the diagonal of steel plate wall core (3)
Position.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 5, its feature exists
In: the upper interval of described steel plate wall core (3) has through hole two (4)；Described through hole two (4) be positioned at the diagonal of steel plate wall core (3) with
Outer position.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 6, its feature exists
In: described through hole two (4) is provided with dowel (8)；The two ends of described dowel (8) are all beyond steel plate wall core (3) side, with steel
Muscle mesh sheet (1) is welded to connect or colligation connects；Described R.C. wall board (2) is completely filled in through hole two (4).
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 7, its feature exists
In: the side of described steel plate wall core (3) or the local of side exceed the side of R.C. wall board (2)；Described steel plate wall core
(3) part beyond R.C. wall board (2) side is welded with connecting plate one (9) overlapping arranged on framing component and/or passes through
Connecting bolt one (10) bolts or rivets.
The prefabricated steel reinforced concrete shear wall of a kind of band shear connections bolt the most according to claim 8, its feature exists
It is Steel Reinforced Concrete Members or Steel section member (12) or concrete filled steel tubular member (6) or steel pipe steel in: described framing component
Reinforced concrete component.
10. the prefabricated steel reinforced concrete shear wall of band shear connections bolt described in any one in claim 1-9
Manufacture method, it is characterised in that comprise the following steps that
Step one: require to make reinforced mesh (1), the steel skeleton of shear connections bolt (7) and steel plate wall core (3) according to design；
Step 2: above beat several through holes one (5) at steel plate wall core (3)；
Step 3: the steel skeleton of shear connections bolt (7) is penetrated in through hole one (5)；
Step 4: reinforced mesh (1) is arranged in steel plate wall core (3) both sides；
Step 5: by the two ends of the steel skeleton of shear connections bolt (7) respectively with the reinforced mesh (1) of steel plate wall core (3) both sides even
Connect；
Step 6: formwork, pours R.C. wall board (2), and maintenance is to predetermined strength.
The making side of the prefabricated steel reinforced concrete shear wall of 11. a kind of band shear connections bolts according to claim 10
Method, it is characterised in that: in step 2, on described steel plate wall core (3), also interval has some through holes two (4).
The making side of the prefabricated steel reinforced concrete shear wall of 12. a kind of band shear connections bolts according to claim 11
Method, it is characterised in that: while step 3 is worn the steel skeleton of shear connections bolt (7) at through hole one (5), in through hole two (4)
Wear dowel (8)；
Step 5 also includes that dowel (8) is connected by step with the reinforced mesh (1) of steel plate wall core (3) both sides.
The making side of the prefabricated steel reinforced concrete shear wall of 13. a kind of band shear connections bolts according to claim 10
Method, it is characterised in that: when pouring R.C. wall board (2) in step 6, the side of steel plate wall core (3) or the local of side exceed
The side of R.C. wall board (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610758987.2A CN106223511A (en) | 2016-08-30 | 2016-08-30 | Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610758987.2A CN106223511A (en) | 2016-08-30 | 2016-08-30 | Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106223511A true CN106223511A (en) | 2016-12-14 |
Family
ID=58071583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610758987.2A Pending CN106223511A (en) | 2016-08-30 | 2016-08-30 | Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106223511A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639046A (en) * | 2016-12-30 | 2017-05-10 | 上海建工四建集团有限公司 | Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof |
| CN106894544A (en) * | 2016-12-30 | 2017-06-27 | 上海建工四建集团有限公司 | Embedded individual layer steel plate concrete combined shear wall and its construction method |
| CN111519825A (en) * | 2020-07-02 | 2020-08-11 | 中国船舶重工集团国际工程有限公司 | Prefabricated stiff concrete shear wall plate with U-shaped anchoring steel plates, assembled stiff concrete shear wall and manufacturing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435233A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Steel tube concrete - punching steel plate - concrete combined shear wall and manufacturing method thereof |
| CN101457560A (en) * | 2008-12-19 | 2009-06-17 | 北京工业大学 | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same |
| CN101748829A (en) * | 2009-12-30 | 2010-06-23 | 北京工业大学 | Combined shear wall with concealed strip multi-cavity core plate of steel pipes and concrete |
| CN103967168A (en) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | Strong constraint type steel plate concrete shear wall and manufacturing method thereof |
| CN206110392U (en) * | 2016-08-30 | 2017-04-19 | 姚攀峰 | Take prefabricated steel sheet reinforced concrete shear wall of coupling bar that shears |
-
2016
- 2016-08-30 CN CN201610758987.2A patent/CN106223511A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101435233A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Steel tube concrete - punching steel plate - concrete combined shear wall and manufacturing method thereof |
| CN101457560A (en) * | 2008-12-19 | 2009-06-17 | 北京工业大学 | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same |
| CN101748829A (en) * | 2009-12-30 | 2010-06-23 | 北京工业大学 | Combined shear wall with concealed strip multi-cavity core plate of steel pipes and concrete |
| CN103967168A (en) * | 2014-04-12 | 2014-08-06 | 北京工业大学 | Strong constraint type steel plate concrete shear wall and manufacturing method thereof |
| CN206110392U (en) * | 2016-08-30 | 2017-04-19 | 姚攀峰 | Take prefabricated steel sheet reinforced concrete shear wall of coupling bar that shears |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639046A (en) * | 2016-12-30 | 2017-05-10 | 上海建工四建集团有限公司 | Entirely prefabricated monolayer steel plate-concrete composite shear wall and assembly method thereof |
| CN106894544A (en) * | 2016-12-30 | 2017-06-27 | 上海建工四建集团有限公司 | Embedded individual layer steel plate concrete combined shear wall and its construction method |
| CN106894544B (en) * | 2016-12-30 | 2023-03-31 | 上海建工四建集团有限公司 | Embedded single-layer steel plate-concrete combined shear wall and construction method thereof |
| CN111519825A (en) * | 2020-07-02 | 2020-08-11 | 中国船舶重工集团国际工程有限公司 | Prefabricated stiff concrete shear wall plate with U-shaped anchoring steel plates, assembled stiff concrete shear wall and manufacturing method |
| CN111519825B (en) * | 2020-07-02 | 2020-10-27 | 中国船舶重工集团国际工程有限公司 | Prefabricated stiff concrete shear wall plate with U-shaped anchoring steel plates, assembled stiff concrete shear wall and manufacturing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205776734U (en) | A kind of assembly concrete connecting structure of beam column nodes | |
| CN106223511A (en) | Prefabricated steel reinforced concrete shear wall with shear connections bolt and preparation method thereof | |
| KR101499343B1 (en) | Closed Built-up Beam, Hybrid Composite Beam and Strucutures using the same | |
| CN106593059B (en) | Dog bone type node beam end buckling restraint device | |
| CN201095816Y (en) | Embedded anti-shearing connection member | |
| CN102312481A (en) | Reinforced concrete prefabricated member | |
| CN106320607A (en) | Manufacturing method of assembly type prefabricated superposed beam with steel structure connection joints | |
| CN103790262A (en) | Combination slit shear wall with replaceable energy dissipation steel plates | |
| CN105735541A (en) | Steel structure girderless floor slab column structure | |
| CN206110392U (en) | Take prefabricated steel sheet reinforced concrete shear wall of coupling bar that shears | |
| CN208996279U (en) | A kind of unidirectional prestressing force two-way reinforced concrete laminated floor slab | |
| CN208792508U (en) | A kind of square steel tube constrains the node structure of combined steel and concrete column and girder steel | |
| CN108678168A (en) | A kind of bolt ring node suitable for aluminium alloy space network | |
| CN110107109A (en) | A kind of steel and concrete structure extend beam-column joint connecting structure method | |
| CN205934722U (en) | Seam bolted connection precast concrete decking | |
| CN210315194U (en) | Perforated plate connecting piece for steel-concrete composite bridge | |
| CN205063083U (en) | Link roof beam type metal attenuator | |
| CN208251765U (en) | A kind of damping unit, the shear wall for being equipped with the damping unit and shear wall connection structure | |
| JP5158947B2 (en) | Composite structural beam and building structure having composite structural beam | |
| CN206143960U (en) | Prefabricated bucking restraint steel sheet area reinforced concrete shear wall | |
| CN110130578A (en) | A kind of profile steel concrete column with I-shaped fashioned iron and stirrup connection structure | |
| CN209145072U (en) | Have both the shear wall segmented reinforcing bar coupling beam of load-bearing and the dual function that consumes energy | |
| CN208379766U (en) | A kind of bolt ring node suitable for aluminium alloy space network | |
| CN211524176U (en) | Reinforced concrete roof beam opens hole reinforcement structure | |
| CN113174842A (en) | Combined pier crossbeam of split type power consumption antidetonation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161214 |