CN107524234A - Steel plate concrete Shear-wall Connecting Beam Used splits structure and preparation method - Google Patents
Steel plate concrete Shear-wall Connecting Beam Used splits structure and preparation method Download PDFInfo
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- CN107524234A CN107524234A CN201710922921.7A CN201710922921A CN107524234A CN 107524234 A CN107524234 A CN 107524234A CN 201710922921 A CN201710922921 A CN 201710922921A CN 107524234 A CN107524234 A CN 107524234A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 312
- 239000010959 steel Substances 0.000 title claims abstract description 312
- 239000004567 concrete Substances 0.000 title claims abstract description 59
- 238000002360 preparation method Methods 0.000 title claims abstract description 9
- 230000008878 coupling Effects 0.000 claims abstract description 180
- 238000010168 coupling process Methods 0.000 claims abstract description 180
- 238000005859 coupling reaction Methods 0.000 claims abstract description 180
- 238000000034 method Methods 0.000 claims abstract description 14
- 238000005194 fractionation Methods 0.000 claims abstract description 5
- 210000003205 muscle Anatomy 0.000 claims description 56
- 230000002787 reinforcement Effects 0.000 claims description 50
- 239000000463 material Substances 0.000 claims description 29
- 238000010008 shearing Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 5
- 238000007711 solidification Methods 0.000 claims description 5
- 230000008023 solidification Effects 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 210000002435 tendon Anatomy 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000005540 biological transmission Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 230000010412 perfusion Effects 0.000 description 2
- 238000009416 shuttering Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- 238000009415 formwork Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000005570 vertical transmission 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
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
-
- 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
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention relates to prefabricated concrete structure field, specially a kind of steel plate concrete Shear-wall Connecting Beam Used splits structure and preparation method.Structure is formed by the coupling beam of coupling beam in precast shear wall, precast shear wall or shear wall with half bridging beam, connection I-steel and splits assembled system, built-in connection on prefabricated coupling beam, dry wall or prefabricated band Liang Qiang.When the coupling beam of assembly concrete Shear Wall in Frame-Shear Wall Structures is longer, is split at the both ends of coupling beam and shear wall link position, make prefabricated coupling beam and the dry wall being connected with prefabricated coupling beam beam-ends respectively；When the coupling beam of assembly concrete Shear Wall in Frame-Shear Wall Structures is shorter, split in the span centre position of coupling beam, two panels prefabricated band Liang Qiang is formed after fractionation, its connection method is same as above.The present invention has the simple easy processing of component, and assemble flow is simple, the advantages that time-saving and efficiency, and has wider applicability.
Description
Technical field
The present invention relates to prefabricated concrete structure field, specially a kind of steel plate concrete Shear-wall Connecting Beam Used splits structure
And preparation method.
Background technology
Shear wall structure is effective against horizontal applied force, turns into one of important feature form of reinforced concrete structure.
Coupling beam is the beam for connecting shear wall and shear wall, is the important dissipative member of shear wall structure.Built-in steel plate concrete connects
Beam is sheared by steel plate and the common resist torque of armored concrete, and compared with normal concrete coupling beam, it is remarkably improved coupling beam
Shear-carrying capacity, prevent coupling beam from brittle break occurs, greatly improve the anti-seismic performance of coupling beam.And existing prefabricated concrete structure
Technology, it is not directed to this kind of coupling beam.Therefore, the present invention is directed to steel plate concrete Shear-wall Connecting Beam Used, propose that coupling beam splits structure and system
Make method.
The content of the invention
It is an object of the invention to provide a kind of steel plate concrete Shear-wall Connecting Beam Used to split structure and preparation method, realizes steel
Fractionation, making and the assembling of board concrete Shear-wall Connecting Beam Used.
The technical scheme is that：
A kind of steel plate concrete Shear-wall Connecting Beam Used splits structure, by coupling beam, precast shear wall in precast shear wall or carries
The coupling beam of the shear wall of half bridging beam, connection I-steel form structure and split assembled system, wherein：Coupling beam in precast shear wall,
Hereinafter referred to as prefabricated coupling beam；Precast shear wall, hereinafter referred to as dry wall；The prefabricated shear wall for carrying half bridging beam, hereinafter referred to as
Prefabricated band Liang Qiang；The assembled attachment structure is one of following two structure types：
(1) split in the both ends of prefabricated coupling beam and shear wall link position, make respectively prefabricated coupling beam and with prefabricated company
The dry wall of beam beam-ends connection, the common two panels of the dry wall being connected with a prefabricated coupling beam, formed pre- by two panels dry wall and one
The structure that coupling beam processed is formed splits assembled system；Anchor plate in the shear wall of connector, prefabricated company are provided with dry wall
Be provided with steel plate built in the coupling beam of connector on beam, in the shear wall of band connection part anchor plate with the coupling beam of band connection part
Put steel plate to be oppositely arranged by link slot and connection steel bar respectively, the link slot alignment being oppositely arranged is adjacent to, the company being oppositely arranged
Connect steel bar alignment to be adjacent to, be directed at the I-shaped groove formed between the link slot being adjacent to and connected by connecting I-steel, alignment is adjacent to
Connection steel bar between by connect steel loop connect, make prefabricated coupling beam, dry wall and connection I-steel be connected as entirety；
(2) split in the span centre position of prefabricated coupling beam, the prefabricated shear wall for carrying half bridging beam of two panels is formed after fractionation, i.e.,
Prefabricated band Liang Qiang, formed and assembled system is split by two panels prefabricated band Liang Qiang structure；Installation point respectively on two panels prefabricated band Liang Qiang
Be not provided with anchor plate in the shear wall of connector, in the shear wall of band connection part anchor plate respectively by link slot and
Connection steel bar is oppositely arranged, and the link slot alignment being oppositely arranged is adjacent to, and the connection steel bar alignment being oppositely arranged is adjacent to, and alignment is adjacent to
Link slot between the I-shaped groove that is formed connected by connecting I-steel, be aligned between the connection steel bar being adjacent to by connecting steel
Ring connects, and prefabricated band Liang Qiang and connection I-steel is connected as entirety.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, in order to realize the connection of dry wall and prefabricated coupling beam,
Anchor plate in the shear wall of pre-buried band connection part in dry wall, the steel built in the coupling beam of pre-buried band connection part in prefabricated coupling beam
Plate；In order to realize two panels prefabricated band Liang Qiang connection, anchored respectively in the shear wall of pre-buried band connection part within the walls in prefabricated band beam
Steel plate.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, and anchor plate includes shearing in the shear wall of band connection part
Anchor plate and I-shaped steel fastener within the walls, the side of anchor plate and I-shaped steel fastener vertical connection are one in shear wall
Body, the outside of I-shaped steel fastener set link slot and connection steel bar, and link slot is vertically arranged, in the middle part of vertically arranged link slot
Vertical gap is left, connection steel bar is arranged symmetrically in link slot both sides；Connection steel bar is L-shaped, connects one side vertical welding of steel bar
It is connected on I-shaped steel fastener, connects the another side of steel bar straight up.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, and steel plate built in the coupling beam of band connection part is included built in coupling beam
Steel plate and I-shaped steel fastener, the both sides of steel plate built in coupling beam are integrated with I-shaped steel fastener vertical connection respectively, I-steel
The outside of connector sets link slot and connection steel bar, and link slot is vertically arranged, is left in the middle part of vertically arranged link slot vertical
Gap, connection steel bar are arranged symmetrically in link slot both sides；Connection steel bar is L-shaped, and the one side for connecting steel bar is vertically welded in I-shaped
On steel fastener, the another side of steel bar is connected straight up.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, connects inward flange chamfering on the downside of the edge of a wing of I-steel, even
The groove inside dimensions of access slot are less than the edge of a wing thickness 1mm of connection I-steel, are installed on the edge of a wing of connection I-steel in link slot
When, the two produces larger frictional force.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, and dry wall includes framework of steel reinforcement, the shearing of band connection part
Anchor plate and concrete within the walls, anchor plate is plugged in reinforcing bar by anchor plate in shear wall in the shear wall of band connection part
One upper lateral part of skeleton, concreting is around framework of steel reinforcement；Framework of steel reinforcement is that precast shear wall indulges muscle, precast shear wall water
Flat muscle, precast shear wall lacing wire and precast shear wall confined boundary member stirrup composition, two row's precast shear walls indulge the parallel phase of muscle
To setting, often arrange between precast shear wall indulges muscle and connected by precast shear wall horizontal bar, the precast shear wall being oppositely arranged is indulged
Connected between muscle by precast shear wall lacing wire, outside be arranged in parallel prefabricated up and down between the edge of the vertical muscle of two row's precast shear walls
Shear wall confined boundary member stirrup.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, and prefabricated coupling beam includes framework of steel reinforcement, the company of band connection part
Steel plate built in beam and concrete, framework of steel reinforcement are arranged between the I-shaped steel fastener of steel plate built in the coupling beam of band connection part, even
The periphery of steel plate built in beam, concreting is around framework of steel reinforcement；Framework of steel reinforcement is that prefabricated coupling beam indulges muscle and prefabricated coupling beam hoop
Muscle forms, the prefabricated coupling beam stirrup parallel arrangement of rectangle, and corner sets prefabricated coupling beam to indulge muscle respectively on the inside of the prefabricated coupling beam stirrup of rectangle.
Described steel plate concrete Shear-wall Connecting Beam Used splits structure, and prefabricated band Liang Qiang includes framework of steel reinforcement, band connection part
Anchor plate and concrete in shear wall, anchor plate is plugged in by anchor plate in shear wall in the shear wall of band connection part
One upper lateral part of framework of steel reinforcement, concreting is around framework of steel reinforcement；Framework of steel reinforcement is that precast shear wall indulges muscle, prefabricated shearing
Wall horizontal bar, precast shear wall lacing wire and precast shear wall confined boundary member stirrup composition, two row's precast shear walls are indulged muscle and put down
Row is oppositely arranged, and is often arranged between precast shear wall indulges muscle and is connected by precast shear wall horizontal bar, the prefabricated shearing being oppositely arranged
Wall is connected between indulging muscle by precast shear wall lacing wire, and outside be arranged in parallel up and down between the edge of the vertical muscle of two row's precast shear walls
Precast shear wall confined boundary member stirrup.
The preparation method that described steel plate concrete Shear-wall Connecting Beam Used splits structure, the preparation method for it is following two it
One：
(1) making of dry wall and prefabricated coupling beam and assembling process
The making of dry wall：Colligation precast shear wall indulges muscle and precast shear wall confined boundary member stirrup first, is formed
The confined boundary member reinforcing bar of dry wall end, then the other precast shear walls of colligation indulge muscle and precast shear wall horizontal bar, most
Colligation precast shear wall lacing wire afterwards, form the framework of steel reinforcement of dry wall；Anchor plate in the shear wall of band connection part is inserted into
In framework of steel reinforcement, and I-shaped steel fastener is weldingly fixed on reserved shear wall horizontal bar；It is prefabricated in framework of steel reinforcement outer support
Shear wall formwork, I-shaped steel fastener are located on the outside of precast shear wall template；The casting concrete in precast shear wall template, support
Precast shear wall template is removed after shield, forms dry wall；
The making of prefabricated coupling beam：First the prefabricated coupling beam of colligation indulges muscle and prefabricated coupling beam stirrup around steel plate built in coupling beam,
And coupling beam is indulged into muscle and is welded on I-shaped steel fastener；In the prefabricated coupling beam template of framework of steel reinforcement outer support, I-shaped steel fastener position
On the outside of prefabricated coupling beam template；The casting concrete in prefabricated coupling beam template, prefabricated coupling beam template is removed after maintenance, formed prefabricated
Coupling beam；
The assembling of dry wall and prefabricated coupling beam：Between prefabricated coupling beam is hung into two panels dry wall, the I-steel of dry wall connects
Link slot on fitting and the alignment of the link slot on the I-shaped steel fastener of prefabricated coupling beam are adjacent to, the connection steel bar of dry wall and pre-
The connection steel bar alignment of coupling beam processed is adjacent to, and connection steel loop is inserted in into two on tight connection steel bar, then connection I-steel is inserted
In the I-shaped groove for entering two link slot compositions, structure after connection combination is formed after connection locking；In dry wall and prefabricated coupling beam
The U-shaped template of outside-supporting of junction, the opening upwards of U-shaped template, and ensure that U-shaped template is connected with prefabricated coupling beam and dry wall
Closely, grouting material then is irrigated in U-shaped template, until U-shaped template of the grouting material full of prefabricated components grouting seam, treats grouting material
After solidification, U-shaped template is removed, completes the splicing of prefabricated coupling beam and dry wall；
(2) two panels prefabricated band Liang Qiang making and assembling process
Prefabricated band Liang Qiang making：Colligation precast shear wall indulges muscle and precast shear wall confined boundary member stirrup first,
The confined boundary member reinforcing bar of prefabricated band Liang Qiang ends is formed, then the other precast shear walls of colligation indulge muscle and precast shear wall water
Flat muscle, last colligation precast shear wall lacing wire, formation prefabricated band Liang Qiang framework of steel reinforcement；It will be anchored in the shear wall of band connection part
Steel plate is inserted into framework of steel reinforcement, and I-shaped steel fastener is weldingly fixed on reserved shear wall horizontal bar；In framework of steel reinforcement
Outer support precast shear wall template, I-shaped steel fastener are located on the outside of precast shear wall template；Poured in precast shear wall template
Concrete is built, precast shear wall template is removed after maintenance, forms prefabricated band Liang Qiang；
Two panels prefabricated band Liang Qiang assembling：In place, the two panels prefabricated band Liang Qiang I-steel by two panels prefabricated band Liang Qiang liftings
Link slot alignment on connector is adjacent to, and two panels prefabricated band Liang Qiang connection steel bar alignment is adjacent to, and connection steel loop is inserted in into two
Insert in the I-shaped groove of two link slots compositions on tight connection steel bar, then by I-steel is connected, formed after connection locking
Structure after connection combination；The U-shaped template of outside-supporting in two panels prefabricated band Liang Qiang junctions, the opening upwards of U-shaped template, and protect
Demonstrate,prove U-shaped template to be completely embedded with two panels prefabricated band Liang Qiang, then irrigate grouting material in U-shaped template, until grouting material is full of pre-
The U-shaped template of component processed grouting seam, after grouting material solidification, removes U-shaped template, the two panels prefabricated band beam wall being oppositely arranged it
Between, connected by connecting I-steel with grouting material, complete two panels prefabricated band Liang Qiang splicing.
Shear wall with coupling beam in concrete frame shear structure is had advantages below and beneficial effect by the present invention：
1. the shear wall with coupling beam in concrete structure it is prefabricated to be split into dry wall, prefabricated coupling beam or two panels by the present invention
Assembled connection method with beam wall assembly attachment structure and proposition, each component fractionation position is reasonable, is easy to structure manufacture and transport；
2. the present invention in mechanical property, can realize the transmission of splicing prefabricated components moment of flexure and shearing well, ensure to connect
What is connect is reliable, while junction uses steel, and junction is survivable, meets in structure design that the design of " strong ties " will
Ask；
3. of the invention in structure, prefabricated coupling beam and dry wall pass through the company that I-shaped steel fastener realizes the two built-in steel plate
Connect, realize the connection of prefabricated coupling beam and dry wall steel bar stress by connecting steel loop and connection steel bar, attachment structure has certain
Ductility, anti-seismic performance is good, meanwhile, the present invention is applied to any sectional dimension and the coupling beam of arrangement of reinforcement, and the scope of application is wider；
4. present invention welding in construction, it is easy to structure manufacture, transport and lifting installation, in assembling to greatest extent
Assembly space demand is reduced, easy to operate, joint efficiency is high；
5. grouting material width is small between prefabricated components of the present invention, situ wet operation is few, and assembly rate is high, improves assembling degree,
Energy-saving and emission-reduction are realized, are raised labour productivity, improve construction quality, shorten the duration.
Brief description of the drawings
Fig. 1 is anchor plate and link slot graphics in shear wall.
Fig. 2 is connection steel bar graphics.
Fig. 3 is the graphics of the shear wall anchor plate (abbreviation wall steel plate) of band connection part.
Fig. 4 is the graphics of precast shear wall arrangement of reinforcement.
Fig. 5 is that wall steel plate is connected the graphics completed with Fig. 4.
Fig. 6 is the graphics that precast shear wall shuttering supporting is completed.
Fig. 7 is the graphics that the shear wall (abbreviation dry wall) of prefabricated band connector completes.
Fig. 8 is steel plate built in coupling beam and link slot graphics.
Fig. 9 is the graphics of steel plate built in the coupling beam of band connection part (abbreviation joist steel plate).
Figure 10 is the graphics of the reinforcing bar and joist steel plate colligation completion in prefabricated coupling beam.
Figure 11 is the graphics that prefabricated coupling beam shuttering supporting is completed.
Figure 12 is the graphics of the built-in steel plate concrete coupling beam (referred to as prefabricated coupling beam) of prefabricated band connector.
Figure 13 is the graphics for connecting I-steel.
Figure 14 is the graphics for connecting steel loop.
Figure 15 is dry wall and the assembling process graphics of prefabricated coupling beam.
Figure 16 is that dry wall is connected the graphics completed with prefabricated coupling beam.
Figure 17 is the thin portion graphics that even dry wall meets place with prefabricated coupling beam.
Figure 18 is U-shaped template graphics.
Figure 19 is the graphics that U-shaped template is fixed on to beam-ends.
Figure 20 is the graphics that prefabricated coupling beam is completed with dry wall assembling.
Figure 21 is the graphics that the shear wall (abbreviation prefabricated band Liang Qiang) of prefabricated band half coupling beam completes.
Figure 22 is the graphics that two panels prefabricated band Liang Qiang connections are completed.
Figure 23 is the graphics that two panels prefabricated band Liang Qiang assemblings are completed.
In figure, anchor plate in 1 shear wall；2 link slots；3 connection steel bars；4 I-shaped steel fasteners；5 band connection parts are cut
Power anchor plate within the walls；6 precast shear walls indulge muscle；7 precast shear wall horizontal bars；8 precast shear wall lacing wires；9 precast shear walls
Confined boundary member stirrup；10 precast shear wall templates；The shear wall (abbreviation dry wall) of 11 prefabricated band connectors；In 12 coupling beams
Put steel plate；Steel plate built in the coupling beam of 13 band connection parts；14 prefabricated coupling beams indulge muscle；15 prefabricated coupling beam stirrups；16 prefabricated coupling beam templates；
The steel plate concrete coupling beam (referred to as prefabricated coupling beam) of 17 prefabricated band connectors；18 connection I-steel；19 connection steel loops；20th, U-shaped mould
Plate；21 grouting materials；22 prefabricated band Liang Qiang.
Embodiment
As shown in Fig. 1 to Figure 23, steel plate concrete Shear-wall Connecting Beam Used of the present invention splits structure, making and assembly method, bag
Two kinds of embodiments are included, it is specific as follows：
(1) shown in Fig. 1-Figure 20, when the link length of assembly concrete Shear Wall in Frame-Shear Wall Structures is more than 3m or engineering
When being distinctly claimed, split, formed pre- by two panels dry wall 11 and one at the both ends of prefabricated coupling beam and shear wall link position
The structure that coupling beam 17 processed is formed splits assembled system.
(1) as shown in Fig. 1-Fig. 3 and Fig. 8-Fig. 9, in order to realize the connection of dry wall 11 and prefabricated coupling beam 17, in dry wall
Anchor plate 5 in the shear wall of pre-buried band connection part in 11, the steel plate built in the coupling beam of pre-buried band connection part in prefabricated coupling beam 17
13。
As shown in Figure 1-Figure 3, anchor plate 5 includes anchor plate 1 and I-shaped in shear wall in the shear wall of band connection part
Steel fastener 4, the side of anchor plate 1 is integrated with the vertical connection of I-shaped steel fastener 4 in shear wall, I-shaped steel fastener 4
Outside link slot 2 and connection steel bar 3 are set, link slot 2 is vertically arranged, and vertical seam is left at the middle part of vertically arranged link slot 2
Gap, connection steel bar 3 are arranged symmetrically in the both sides of link slot 2；Wherein, link slot 2, I-shaped steel fastener 4, anchor plate in shear wall
1 is integral (such as Fig. 1) in factory's making, and connection steel bar 3 is L-shaped, and one side of connection steel bar 3 is vertically welded in I-steel connection
On part 4, the another side of steel bar 3 is connected straight up.
As illustrated in figs. 8-9, steel plate 13 built in the coupling beam of band connection part connects including steel plate 12 built in coupling beam with I-steel
Part 4, the both sides of steel plate 12 built in coupling beam are integrated with the vertical connection of I-shaped steel fastener 4 respectively, the outside of I-shaped steel fastener 4
Link slot 2 and connection steel bar 3 are set, and link slot 2 is vertically arranged, and vertical gap is left at the vertically arranged middle part of link slot 2, connects
Steel bar 3 is arranged symmetrically in the both sides of link slot 2；Wherein, link slot 2, I-shaped steel fastener 4, steel plate 12 built in coupling beam are in factory's system
It is integral (such as Fig. 8), connection steel bar 3 is L-shaped, and one side of connection steel bar 3 is vertically welded on I-shaped steel fastener 4, even
Connect the another side of steel bar 3 straight up.
The length of anchor plate 1, the thickness of link slot 2 and the light plate of I-shaped steel fastener 4, length and width in shear wall
Transmitting moment of flexure according to steel plate built in coupling beam in prefabricated coupling beam 17 causes the size of direct stress to calculate determination, while I-shaped steel fastener
4 width need to be smaller than the width of prefabricated coupling beam 17, and the size being less than is more than or equal to the protection thickness as defined in specification needed for steel plate
Degree, with the requirement for meeting slip casting and preventing junction steel plate from corroding.
As shown in figure 13, inward flange chamfering on the downside of the edge of a wing of I-steel 18 is connected, the groove inside dimensions of link slot 2, which are less than, to be connected
The edge of a wing thickness 1mm of I-steel 18 is met, when ensureing that the edge of a wing of connection I-steel 18 is installed in link slot 2, the two generation is larger
Frictional force；As shown in figure 14, connecting the size and dimension of steel loop 19 need to determine according to the size and dimension of connection steel bar 3.Even
Connect I-steel 18 and connect the size and dimension of steel bar 3 according to the size determination of the vertical transmission of muscle 14 moment of flexure of prefabricated coupling beam.
(2) as Figure 4-Figure 7, dry wall 11 mainly includes anchor plate 5 in the shear wall of framework of steel reinforcement, band connection part
And concrete, anchor plate 5 is plugged in the side of framework of steel reinforcement by anchor plate in shear wall 1 in the shear wall of band connection part
Top, concreting is around framework of steel reinforcement；Framework of steel reinforcement is that precast shear wall indulges muscle 6, precast shear wall horizontal bar 7, pre-
System shearing wall lacing wire 8 and precast shear wall confined boundary member stirrup 9 are formed, and the vertical muscle 6 of two row's precast shear walls is parallel to be set relatively
Put, often arrange between precast shear wall indulges muscle 6 and connected by precast shear wall horizontal bar 7, the precast shear wall being oppositely arranged indulges muscle 6
Between connected by precast shear wall lacing wire 8, two row's precast shear walls indulge muscle 6 edge between outside up and down be arranged in parallel it is prefabricated
Shear wall confined boundary member stirrup 9.
Manufacturing process such as Fig. 4-Fig. 7 of the shear wall (abbreviation dry wall) 11 of prefabricated band connector.
As shown in figure 4, colligation precast shear wall indulges muscle 6 and precast shear wall confined boundary member stirrup 9 first, formed pre-
The confined boundary member reinforcing bar of the end of wall 11 processed, then the other precast shear walls of colligation indulge muscle 6 and precast shear wall horizontal bar 7,
Last colligation precast shear wall lacing wire 8, form the framework of steel reinforcement of dry wall 11.
As shown in figure 5, anchor plate 5 in the shear wall of band connection part is inserted into framework of steel reinforcement, and I-steel is connected
Fitting 4 is weldingly fixed on reserved shear wall horizontal bar 7.
As shown in fig. 6, in framework of steel reinforcement outer support precast shear wall template 10, I-shaped steel fastener 4 is located at prefabricated shearing
The outside of wall form 10.
As shown in fig. 7, the casting concrete in precast shear wall template 10, is conserved 28 days, precast shear wall template is removed
10, form dry wall 11.
(3) as shown in Figure 10-Figure 12, prefabricated coupling beam 17 includes the and of steel plate 13 built in the coupling beam of framework of steel reinforcement, band connection part
Concrete, framework of steel reinforcement is arranged between the I-shaped steel fastener 4 of steel plate 13 built in the coupling beam of band connection part, steel plate built in coupling beam
12 periphery, concreting is around framework of steel reinforcement；Framework of steel reinforcement is that prefabricated coupling beam indulges 15 groups of muscle 14 and prefabricated coupling beam stirrup
Into the prefabricated parallel arrangement of coupling beam stirrup 15 of rectangle, the prefabricated inner side corner of coupling beam stirrup 15 of rectangle sets prefabricated coupling beam to indulge muscle respectively
14。
Manufacturing process such as Figure 10-Figure 12 of the coupling beam (referred to as prefabricated coupling beam) 17 of prefabricated band connector.
As shown in Figure 10, the prefabricated coupling beam of colligation indulges muscle 14 and prefabricated coupling beam stirrup first around steel plate built in coupling beam 12
15, and coupling beam is indulged into muscle 14 and is welded on I-shaped steel fastener 4.
As shown in figure 11, it is located at prefabricated coupling beam mould in the prefabricated coupling beam template 16 of framework of steel reinforcement outer support, I-shaped steel fastener 4
The outside of plate 16.
As shown in figure 12, the casting concrete in prefabricated coupling beam template 16, conserve 28 days, remove prefabricated coupling beam template 16,
Form prefabricated coupling beam 17.
(4) as shown in Figure 13-Figure 15, dry wall 11 and prefabricated coupling beam 17 are connected using connection I-steel 18 and connection steel loop 19
Connect, link slot 2 of the connection I-steel 18 respectively with dry wall 11 and the upper lateral part of prefabricated coupling beam 17 1 coordinates, and connection steel loop 19 is distinguished
Coordinate with the connection steel bar 3 of dry wall 11 and the upper lateral part of prefabricated coupling beam 17 1.Connection I-steel 18 and connection steel loop 19 are used to pass
Pass the moment of flexure between dry wall 11 and prefabricated coupling beam 17, shear.
(5) dry wall 11 and the assembling process of prefabricated coupling beam 17 such as Figure 15-Figure 20.
As shown in figure 15, between prefabricated coupling beam 17 being hung into two panels dry wall 11, on the I-shaped steel fastener 4 of dry wall 11
Link slot 2 and prefabricated coupling beam 17 I-shaped steel fastener 4 on link slot 2 alignment be adjacent to, the He of connection steel bar 3 of dry wall 11
The alignment of connection steel bar 3 of prefabricated coupling beam 17 is adjacent to, and connection steel loop 19 is inserted in into two on tight connection steel bar 3, then will connection
I-steel 18 is inserted in the I-shaped groove that two link slots 2 form, and structure after connection combination is formed after connection locking, see Figure 16-
Figure 17.
As shown in Figure 18-Figure 20, the U-shaped template 20 of outside-supporting in dry wall 11 and the junction of prefabricated coupling beam 17, U-shaped mould
The opening upwards of plate 20, and by glass cement or other materials, ensure that U-shaped template 20 connects with prefabricated coupling beam 17 and dry wall 11
Connect closely, then the perfusion grouting material 21 in U-shaped template 20, the U-shaped template of seam until grouting material 21 is in the milk full of prefabricated components
20, after the solidification of grouting material 21, U-shaped template 20 is removed, completes the splicing of prefabricated coupling beam 17 and dry wall 11.
This kind splits erection method, and force-transmission mechanism is：I-steel 18 is connected to insert in link slot 2, by steel plate built in coupling beam
12 moments of flexure undertaken are delivered to anchor plate 1 in shear wall；The connection steel bar 3 of 11 prefabricated coupling beam of dry wall is by connecting steel loop 19
Locking, the moment of flexure that the vertical muscle 14 of prefabricated coupling beam undertakes is delivered to the precast shear wall horizontal bar 7 welded with I-shaped steel fastener 4；
Shearing between prefabricated coupling beam 17 and dry wall 11 passes through the frictional force for the part that grouting material 21 contacts with the surrounding of grouting material 21 and stung
With joint efforts, and connection I-steel 18 and I-shaped steel fastener 4 between frictional force transmission.
(2) as shown in Figure 21-Figure 23, when assembly concrete Shear Wall in Frame-Shear Wall Structures link length be less than 3m or
When engineering is distinctly claimed, split in the span centre position of prefabricated coupling beam, formed to be split by the structure of two panels prefabricated band beam wall 22 and spelled
Dress system.
The steel plate concrete Shear-wall Connecting Beam Used of which, which splits structure, mainly includes prefabricated band beam wall 22, connection I-steel
18th, grouting material 21 etc., concrete structure is as follows：
The alignment of link slot 2 on the I-shaped steel fastener 4 of two panels prefabricated band beam wall 22 is adjacent to, two panels prefabricated band beam wall 22
The connection alignment of steel bar 3 is adjacent to, and connection steel loop 19 is inserted in into two on tight connection steel bar 3, then connection I-steel 18 is inserted
In the I-shaped groove that two link slots 2 form, structure after connection combination is formed after connection locking.
As shown in figure 21, the structure of prefabricated band beam wall 22, making and assembly method refer to (one) mode operate, power transmission machine
Reason is identical with (one) mode.During assembling, first two panels prefabricated band beam wall 22 is lifted in place, the two panels prefabricated band Liang Qiang being oppositely arranged
Between 22, connected by connecting I-steel 18 and grouting material 21.
The U-shaped template 20 of outside-supporting in the junction of two panels prefabricated band beam wall 22, the opening upwards of U-shaped template 20, and
By glass cement or other materials, ensure that U-shaped template 20 is completely embedded with two panels prefabricated band beam wall 22, then in U-shaped template 20
Interior perfusion grouting material 21, until U-shaped template 20 of the grouting material 21 full of prefabricated components grouting seam, after the solidification of grouting material 21, tears open
Except U-shaped template 20, the splicing of two panels prefabricated band beam wall 22 is completed.
Result of implementation shows that steel plate concrete Shear-wall Connecting Beam Used of the present invention splits structure, making and assembly method, by coagulation
Shear wall with coupling beam in soil structure, split into dry wall, prefabricated coupling beam or two panels prefabricated band beam wall assembly attachment structure and carry
The assembled connection method gone out：In mechanical property, the transmission of splicing prefabricated components moment of flexure and shearing can be realized well, ensure to connect
What is connect is reliable, meets in structure design the design requirement of " strong ties "；In structure, prefabricated coupling beam and dry wall pass through I-steel
Connector realizes the connection of the two built-in steel plate, and prefabricated coupling beam and dry wall stress steel are realized by connecting steel loop and connection steel bar
The connection of muscle, attachment structure have certain ductility, and anti-seismic performance is good, meanwhile, the present invention is applied to any sectional dimension and arrangement of reinforcement
Coupling beam, the scope of application is wider；In construction, welding, it is easy to structure manufacture, transport and lifting installation, it is maximum in assembling
The reduction assembly space demand of limit, easy to operate, joint efficiency is high；Grouting material width is small between prefabricated components, situ wet operation
Few, assembly rate is high, improves assembling degree, realizes energy-saving and emission-reduction, raise labour productivity, and improves construction quality, shortens the duration.
Claims (9)
1. a kind of steel plate concrete Shear-wall Connecting Beam Used splits structure, it is characterised in that by coupling beam, prefabricated shearing in precast shear wall
The coupling beam of wall or shear wall with half bridging beam, connection I-steel form structure and split assembled system, wherein：Precast shear wall
Middle coupling beam, hereinafter referred to as prefabricated coupling beam；Precast shear wall, hereinafter referred to as dry wall；The prefabricated shear wall for carrying half bridging beam, with
Lower abbreviation prefabricated band Liang Qiang；The assembled attachment structure is one of following two structure types：
(1) split in the both ends of prefabricated coupling beam and shear wall link position, make respectively prefabricated coupling beam and with prefabricated coupling beam beam
The dry wall of connection is held, the common two panels of the dry wall being connected with a prefabricated coupling beam, is formed by two panels dry wall and a prefabricated company
The structure that beam is formed splits assembled system；Anchor plate in the shear wall of connector is provided with dry wall, in prefabricated coupling beam
It is provided with steel plate built in the coupling beam of connector, anchor plate and steel built in the coupling beam of band connection part in the shear wall of band connection part
Plate is oppositely arranged by link slot and connection steel bar respectively, and the link slot alignment being oppositely arranged is adjacent to, the connection steel being oppositely arranged
Bar alignment is adjacent to, and is directed at the I-shaped groove formed between the link slot being adjacent to and is connected by connecting I-steel, is directed at the company being adjacent to
Connect and connected by connecting steel loop between steel bar, prefabricated coupling beam, dry wall and connection I-steel is connected as entirety；
(2) split in the span centre position of prefabricated coupling beam, the prefabricated shear wall for carrying half bridging beam of two panels is formed after fractionation, i.e., it is prefabricated
Band Liang Qiang, formed and assembled system is split by two panels prefabricated band Liang Qiang structure；Install on two panels prefabricated band Liang Qiang and pacify respectively respectively
Anchor plate in shear wall equipped with band connection part, anchor plate passes through link slot and connection respectively in the shear wall of band connection part
Steel bar is oppositely arranged, and the link slot alignment being oppositely arranged is adjacent to, and the connection steel bar alignment being oppositely arranged is adjacent to, and is directed at the company being adjacent to
The I-shaped groove formed between access slot is connected by connecting I-steel, is aligned between the connection steel bar being adjacent to by connecting steel loop company
Connect, prefabricated band Liang Qiang and connection I-steel is connected as entirety.
2. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that prefabricated in order to realize
The connection of wall and prefabricated coupling beam, anchor plate in the shear wall of pre-buried band connection part, pre-buried in prefabricated coupling beam in dry wall
Steel plate built in the coupling beam of band connection part；In order to realize two panels prefabricated band Liang Qiang connection, pre- buried strap is distinguished within the walls in prefabricated band beam
Anchor plate in the shear wall of connector.
3. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that band connection part is cut
Anchor plate includes anchor plate and I-shaped steel fastener in shear wall to power within the walls, the side of anchor plate and I-shaped in shear wall
Steel fastener vertical connection is integrated, and the outside of I-shaped steel fastener sets link slot and connection steel bar, and link slot is vertically arranged,
Vertical gap is left in the middle part of vertically arranged link slot, connection steel bar is arranged symmetrically in link slot both sides；Connection steel bar is L-shaped,
One side of connection steel bar is vertically welded on I-shaped steel fastener, connects the another side of steel bar straight up.
4. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that the company of band connection part
Steel plate built in beam includes steel plate built in coupling beam and I-shaped steel fastener, the both sides of steel plate built in coupling beam respectively with I-shaped steel fastener
Vertical connection is integrated, and the outside of I-shaped steel fastener sets link slot and connection steel bar, and link slot is vertically arranged, vertically arranged
Link slot in the middle part of leave vertical gap, connection steel bar is arranged symmetrically in link slot both sides；Connection steel bar is L-shaped, connects steel bar
One side be vertically welded on I-shaped steel fastener, connect the another side of steel bar straight up.
5. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that connect I-steel
Inward flange chamfering on the downside of the edge of a wing, the groove inside dimensions of link slot are less than the edge of a wing thickness 1mm of connection I-steel, in connection I-steel
Edge of a wing when being installed in link slot, the two produces larger frictional force.
6. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that dry wall includes steel
Tendons skeleton, band connection part shear wall in anchor plate and concrete, anchor plate passes through shearing in the shear wall of band connection part
Anchor plate is plugged in a upper lateral part of framework of steel reinforcement within the walls, and concreting is around framework of steel reinforcement；Framework of steel reinforcement is prefabricated
Shear wall is indulged muscle, precast shear wall horizontal bar, precast shear wall lacing wire and precast shear wall confined boundary member stirrup and formed, and two
Row's precast shear wall is indulged muscle and is oppositely arranged in parallel, and often arranges between precast shear wall indulges muscle and is connected by precast shear wall horizontal bar,
The precast shear wall that is oppositely arranged is connected between indulging muscle by precast shear wall lacing wire, two row's precast shear walls indulge muscle edge it
Between outside be arranged in parallel precast shear wall confined boundary member stirrup up and down.
7. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that prefabricated coupling beam includes
Framework of steel reinforcement, band connection part coupling beam built in steel plate and concrete, framework of steel reinforcement is arranged at steel plate built in the coupling beam of band connection part
I-shaped steel fastener between, the periphery of steel plate built in coupling beam, concreting is around framework of steel reinforcement；Framework of steel reinforcement is prefabricated
Coupling beam indulges muscle and prefabricated coupling beam stirrup composition, the prefabricated coupling beam stirrup parallel arrangement of rectangle, rectangle prefabricated coupling beam stirrup inner side corner
Prefabricated coupling beam is set to indulge muscle respectively.
8. split structure according to the steel plate concrete Shear-wall Connecting Beam Used described in claim 1, it is characterised in that prefabricated band Liang Qiangbao
Anchor plate and concrete in the shear wall of framework of steel reinforcement, band connection part are included, anchor plate passes through in the shear wall of band connection part
Anchor plate is plugged in a upper lateral part of framework of steel reinforcement in shear wall, and concreting is around framework of steel reinforcement；Framework of steel reinforcement is
Precast shear wall indulges muscle, precast shear wall horizontal bar, precast shear wall lacing wire and precast shear wall confined boundary member stirrup group
Into two row's precast shear walls are indulged muscle and are oppositely arranged in parallel, and often arrange between precast shear wall indulges muscle and pass through precast shear wall horizontal bar
Connection, the precast shear wall being oppositely arranged are connected between indulging muscle by precast shear wall lacing wire, and two row's precast shear walls indulge muscle
Be arranged in parallel precast shear wall confined boundary member stirrup between edge above and below outside.
9. the preparation method that the steel plate concrete Shear-wall Connecting Beam Used described in a kind of one of claim 1 to 8 splits structure, its feature
It is, the preparation method is one of following two：
(1) making of dry wall and prefabricated coupling beam and assembling process
The making of dry wall：Colligation precast shear wall indulges muscle and precast shear wall confined boundary member stirrup first, is formed prefabricated
The confined boundary member reinforcing bar of wall end, then the vertical muscle of the other precast shear walls of colligation and precast shear wall horizontal bar, are finally tied up
Precast shear wall lacing wire is pricked, forms the framework of steel reinforcement of dry wall；Anchor plate in the shear wall of band connection part is inserted into reinforcing bar
In skeleton, and I-shaped steel fastener is weldingly fixed on reserved shear wall horizontal bar；In the prefabricated shearing of framework of steel reinforcement outer support
Wall form, I-shaped steel fastener are located on the outside of precast shear wall template；The casting concrete in precast shear wall template, after maintenance
Precast shear wall template is removed, forms dry wall；
The making of prefabricated coupling beam：First the prefabricated coupling beam of colligation indulges muscle and prefabricated coupling beam stirrup around steel plate built in coupling beam, and will
Coupling beam is indulged muscle and is welded on I-shaped steel fastener；In the prefabricated coupling beam template of framework of steel reinforcement outer support, I-shaped steel fastener is positioned at pre-
On the outside of coupling beam template processed；The casting concrete in prefabricated coupling beam template, prefabricated coupling beam template is removed after maintenance, forms prefabricated company
Beam；
The assembling of dry wall and prefabricated coupling beam：Between prefabricated coupling beam is hung into two panels dry wall, the I-shaped steel fastener of dry wall
On link slot and prefabricated coupling beam I-shaped steel fastener on link slot alignment be adjacent to, the connection steel bar of dry wall and prefabricated company
The connection steel bar alignment of beam is adjacent to, and connection steel loop is inserted in into two on tight connection steel bar, then will connection I-steel insertion two
In the I-shaped groove of individual link slot composition, structure after connection combination is formed after connection locking；Connected in dry wall with prefabricated coupling beam
The U-shaped template of outside-supporting at place, the opening upwards of U-shaped template, and ensure that U-shaped template is connected tightly with prefabricated coupling beam and dry wall
It is close, grouting material then is irrigated in U-shaped template, until U-shaped template of the grouting material full of prefabricated components grouting seam, treats that grouting material coagulates
Gu after, U-shaped template is removed, completes the splicing of prefabricated coupling beam and dry wall；
(2) two panels prefabricated band Liang Qiang making and assembling process
Prefabricated band Liang Qiang making：Colligation precast shear wall indulges muscle and precast shear wall confined boundary member stirrup first, is formed
The confined boundary member reinforcing bar of prefabricated band Liang Qiang ends, then the other precast shear walls of colligation indulge muscle and precast shear wall is horizontal
Muscle, last colligation precast shear wall lacing wire, formation prefabricated band Liang Qiang framework of steel reinforcement；Steel will be anchored in the shear wall of band connection part
Plate is inserted into framework of steel reinforcement, and I-shaped steel fastener is weldingly fixed on reserved shear wall horizontal bar；Outside framework of steel reinforcement
Precast shear wall template is supported, I-shaped steel fastener is located on the outside of precast shear wall template；Poured in precast shear wall template
Concrete, precast shear wall template is removed after maintenance, form prefabricated band Liang Qiang；
Two panels prefabricated band Liang Qiang assembling：Two panels prefabricated band Liang Qiang liftings is in place, two panels prefabricated band Liang Qiang I-steel connection
Link slot alignment on part is adjacent to, and two panels prefabricated band Liang Qiang connection steel bar alignment is adjacent to, and connection steel loop is inserted in into two to tight
Connection steel bar on, then insert I-steel is connected in the I-shaped groove of two link slots composition, connection formed after connection locking
Structure after combination；The U-shaped template of outside-supporting in two panels prefabricated band Liang Qiang junctions, the opening upwards of U-shaped template, and ensure U
Pattern plate is completely embedded with two panels prefabricated band Liang Qiang, then irrigates grouting material in U-shaped template, until grouting material is full of prefabricated structure
The U-shaped template of part grouting seam, after grouting material solidification, removes U-shaped template, between the two panels prefabricated band beam wall being oppositely arranged, leads to
Cross connection I-steel to connect with grouting material, complete two panels prefabricated band Liang Qiang splicing.
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301534A (en) * | 2018-02-05 | 2018-07-20 | 沈阳建筑大学 | A kind of card slot type shear wall horizontal connection structure and preparation method thereof, construction method |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147529A (en) * | 2013-04-03 | 2013-06-12 | 东南大学 | Assembly type energy dissipation and seismic mitigation shear wall structure system |
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| WO2014193323A1 (en) * | 2013-05-27 | 2014-12-04 | Süleyman Bahadir Yüksel | Shear and bending reinforcements of coupling beams of coupled shear walls |
| CN105888077A (en) * | 2016-06-17 | 2016-08-24 | 福建工程学院 | Fabricated shear wall connecting device and construction method thereof |
| CN107090925A (en) * | 2017-05-12 | 2017-08-25 | 姚攀峰 | Reinforced precast reinforced concrete shear wall, structural system and its construction method |
| CN107217787A (en) * | 2017-05-18 | 2017-09-29 | 沈阳建筑大学 | A kind of assembled coupling beam of built-in profiled sheet groove structure |
| CN207660110U (en) * | 2017-09-30 | 2018-07-27 | 沈阳建筑大学 | A kind of steel plate concrete Shear-wall Connecting Beam Used structure |
-
2017
- 2017-09-30 CN CN201710922921.7A patent/CN107524234B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147529A (en) * | 2013-04-03 | 2013-06-12 | 东南大学 | Assembly type energy dissipation and seismic mitigation shear wall structure system |
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| WO2014193323A1 (en) * | 2013-05-27 | 2014-12-04 | Süleyman Bahadir Yüksel | Shear and bending reinforcements of coupling beams of coupled shear walls |
| CN105888077A (en) * | 2016-06-17 | 2016-08-24 | 福建工程学院 | Fabricated shear wall connecting device and construction method thereof |
| CN107090925A (en) * | 2017-05-12 | 2017-08-25 | 姚攀峰 | Reinforced precast reinforced concrete shear wall, structural system and its construction method |
| CN107217787A (en) * | 2017-05-18 | 2017-09-29 | 沈阳建筑大学 | A kind of assembled coupling beam of built-in profiled sheet groove structure |
| CN207660110U (en) * | 2017-09-30 | 2018-07-27 | 沈阳建筑大学 | A kind of steel plate concrete Shear-wall Connecting Beam Used structure |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301534A (en) * | 2018-02-05 | 2018-07-20 | 沈阳建筑大学 | A kind of card slot type shear wall horizontal connection structure and preparation method thereof, construction method |
| CN108301534B (en) * | 2018-02-05 | 2023-12-01 | 新疆彦鑫建筑安装工程有限责任公司 | Clamping groove type shear wall horizontal connection structure, manufacturing method and construction method thereof |
| CN108343175A (en) * | 2018-04-26 | 2018-07-31 | 华南理工大学建筑设计研究院 | A kind of vertical muscle anchor of high strength concrete filled steel tube Shear-wall Connecting Beam Used |
| CN108343175B (en) * | 2018-04-26 | 2023-07-14 | 华南理工大学建筑设计研究院有限公司 | Steel pipe high-strength concrete shear wall connecting beam longitudinal bar anchoring device |
| CN109296129A (en) * | 2018-10-29 | 2019-02-01 | 南通龙哲混凝土制品有限公司 | A kind of precast beam and its construction method |
| CN109267672A (en) * | 2018-11-09 | 2019-01-25 | 沈阳建筑大学 | The structure and assembly method of special-shaped I-steel connection shear wall and coupling beam |
| CN109577515A (en) * | 2019-01-30 | 2019-04-05 | 沈阳建筑大学 | Precast shear wall lattice horizontal connection structure, production and assembly method |
| CN109577515B (en) * | 2019-01-30 | 2024-05-03 | 河南省鑫淼远大住宅工业有限公司 | Prefabricated shear wall lattice type horizontal connection structure, manufacturing and assembling method |
| CN110863611A (en) * | 2019-11-20 | 2020-03-06 | 河北水利电力学院 | H-shaped steel and channel steel assembled L-shaped special-shaped column connected by latch hook |
| WO2022099876A1 (en) * | 2020-11-13 | 2022-05-19 | 广州地铁设计研究院股份有限公司 | Fabricated subway station and construction method therefor |
| US11926982B2 (en) | 2020-11-13 | 2024-03-12 | Guangzhou Metro Design & Research Institute Co., Ltd. | Assembled subway station and construction method thereof |
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