CN108756023A - A kind of fabricated shear wall system and its assembly method - Google Patents
A kind of fabricated shear wall system and its assembly method Download PDFInfo
- Publication number
- CN108756023A CN108756023A CN201810506548.1A CN201810506548A CN108756023A CN 108756023 A CN108756023 A CN 108756023A CN 201810506548 A CN201810506548 A CN 201810506548A CN 108756023 A CN108756023 A CN 108756023A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- reinforcing bar
- mounting ring
- bar mounting
- lock button
- 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
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 62
- 210000000481 breast Anatomy 0.000 claims abstract description 13
- 230000008929 regeneration Effects 0.000 claims abstract description 9
- 238000011069 regeneration method Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 230000002787 reinforcement Effects 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000004744 fabric Substances 0.000 claims description 17
- 238000009434 installation Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 19
- 238000011161 development Methods 0.000 abstract description 9
- 230000018109 developmental process Effects 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to structural engineering technical field, discloses a kind of fabricated shear wall system and its assembly method, the fabricated shear wall system include：Connection component and at least two pieces prefabricated shear wall ontologies；The bosom location arrangements of the shear wall ontology have equally distributed reinforcing bar mounting ring, the shear wall ontology to be manufactured using regeneration concrete, and the reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by the connection component.The problems such as fabricated shear wall system can solve traditional fabricated shear wall complicated construction technique, and anti-seismic performance should not ensure, reduces building cost, is conducive to the sustainable development of assembled arthitecutral structure.
Description
Technical field
The present invention relates to structural engineering technical fields, more particularly to a kind of fabricated shear wall system and its assembly
Method.
Background technology
Currently, with the development of Building technology, China's building is just greatly developed towards the direction of building industrialization, assembled
It is increasing to build the effect played in construction project.Standardized design, industrialized manufacture, integrated finishing are built
It builds technos development and brings huge promotion.It may be said that the popularization of assembled architecture be realize building products energy-saving and environmental protection,
The novel building mode of production of the sustainable development of Life cycle value maximization.
Compared with common high level, daylighting and permeability of the multi-layer construction structure in house, variability of house type etc.
With stronger advantage, the harmony of man and nature can be met.Assembled single-row reinforcement shear wall is applied to tier building,
The construction simplification, building globality and seismic resistance of multi-layer construction structure can be effectively improved.And assembled single-row reinforcement
The wall of shear wall is relatively thin, bar spacing smaller, and regeneration concrete can be used as materials for wall, therefore its cost is reasonable,
Easy construction.It may be said that in the case where emphasizing that man and nature coordinate the trend got along at present, the development of assembled single-row reinforcement shear wall
Foreground is more wide.
Such structure type of assembled single-row reinforcement concrete shear force wall is placed in multi-layer construction structure, it is contemplated that tradition
The connection construction technology of assembly concrete shear wall is complex, assembly speed of application can be caused obviously to slow down, and it is anti-
There are larger redundancies for shake ability, are unfavorable for the economy of assembled architecture development, and consider green energy conservation and use regeneration
Concrete is shear wall material, and wall is easy craze and transfiguration, is unfavorable for the durability of assembly concrete shear wall.
Invention content
(1) technical problems to be solved
The present invention is directed at least solve one of technical problem in aforementioned background art.
For this purpose, the present invention proposes a kind of fabricated shear wall system, which can solve tradition
The problems such as fabricated shear wall anti-seismic performance should not ensure, reduces building cost, is conducive to holding for assembled arthitecutral structure
Supervention exhibition.
The invention also provides a kind of assembly methods of fabricated shear wall system, can solve traditional fabricated shear wall
The problems such as complicated construction technique, anti-seismic performance should not ensure, work progress is simplified, improve construction quality, reduces building
Cost is conducive to the sustainable development of assembled arthitecutral structure.
(2) technical solution
In order to solve the above-mentioned technical problem, in a first aspect, the present invention provides a kind of fabricated shear wall system, including：Even
Connected components and at least two pieces prefabricated shear wall ontologies；
The bosom location arrangements of the shear wall ontology have equally distributed reinforcing bar mounting ring, the shear wall ontology
It is manufactured using regeneration concrete, the reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by the connection component.
Wherein, the reinforcing bar mounting ring is arranged vertically at the bosom position of the shear wall ontology；
And/or the reinforcing bar mounting ring is arranged horizontally in the bosom position of the shear wall ontology.
Wherein, the connection component includes the first U-shape lock button, the second U-shape lock button, rotation screw rod and hold-doun nut；
The first U-shape lock button and the second U-shape lock button are fixed by the rotation screw rod and the hold-doun nut
Connection.
Wherein, the rotation screw rod is rotatablely connected with the first U-shape lock button；Alternatively, the rotation screw rod and described the
Two U-shape lock buttons are rotatablely connected.
Wherein, the inner surface of the inner surface of the first U-shape lock button and the second U-shape lock button is both provided with screw thread.
Wherein, it is additionally provided with anticracking steel fabric sheet in the shear wall ontology；
The spacing of the anticracking steel fabric sheet and the outer surface of the shear wall ontology is 4~6mm.
Wherein, the junction of two shear wall ontologies is additionally provided with connection framework of steel reinforcement；
The connection framework of steel reinforcement includes more longitudinal reinforcements and the stirrup for tying up the longitudinal reinforcement.
Wherein, a diameter of 12mm~14mm of the longitudinal reinforcement, the stirrup diameter are 6mm~10mm.
Second aspect, the present invention also provides a kind of assembly methods of fabricated shear wall system, including：Prefabricated polylith shearing
The bosom location arrangements of wall ontology, the shear wall ontology have equally distributed reinforcing bar mounting ring；
The reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by connection component to complete to assemble.
Wherein, further include：The connection component carries out the arrangement of the connection framework of steel reinforcement of junction after installation is complete；
In pouring to complete to assemble for junction progress concrete.
(3) advantageous effect
Compared with prior art, the present invention has the following advantages：
A kind of fabricated shear wall system of present invention offer and its assembly method, wherein fabricated shear wall system passes through
There is an equally distributed reinforcing bar mounting ring in the bosom location arrangements of prefabricated shear wall ontology, in two pieces of shear wall ontologies
Reinforcing bar mounting ring is connected by connection component, can solve traditional fabricated shear wall complicated construction technique, and anti-seismic performance is unsuitable
The problems such as guarantee, simplifies work progress, improves construction quality, reduces building cost, is conducive to assembled arthitecutral structure
Sustainable development.
Wherein, the assembly method of fabricated shear wall system can improve speed of application and construction quality, and enhancing structure is whole
Body and shock resistance make fabricated shear wall system be suitable for multi-layer construction structure system.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of fabricated shear wall system of the embodiment of the present invention；
Fig. 2 is the structural schematic diagram of shear wall ontology in a kind of fabricated shear wall system of the embodiment of the present invention；
Fig. 3 is the structural schematic diagram of connection component in a kind of fabricated shear wall system of the embodiment of the present invention；
In figure：1- shear wall ontologies；2- anticracking steel fabric sheets；3- reinforcing bar mounting rings；4- connection components；The second U-shape locks of 41-
Button；42- rotates screw rod；43- hold-doun nuts；5- longitudinal reinforcements；6- stirrups.
Specific implementation mode
With reference to the accompanying drawings and examples, the specific implementation mode of the present invention is described in further detail.Following instance
For illustrating the present invention, but it is not limited to the scope of the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
Can also be electrical connection to be mechanical connection；It can be directly connected, can also indirectly connected through an intermediary, Ke Yishi
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition
Concrete meaning in invention.
The fabricated shear wall system of the embodiment of the present invention is specifically described in conjunction with attached drawing 1 to 3 first below.
Fig. 1 is a kind of structural schematic diagram of fabricated shear wall system of the embodiment of the present invention, as shown in Figure 1, including：Connection
Component 4 and at least two pieces prefabricated shear wall ontologies 1；
The equally distributed reinforcing bar mounting ring 3 of bosom location arrangements of the shear wall ontology 1, the shear wall ontology
1 is manufactured using regeneration concrete, and the reinforcing bar mounting ring 3 in two pieces of shear wall ontologies 1 is connected by the connection component 4
It connects.
It should be noted that the thickness of shear wall ontology is the requirement for adapting to multi-layer construction structure, it can more flexibly, preferably
Meet building module, can also require to determine according to structure economics according to practical building storey.The coagulation that shear wall ontology uses
The regeneration concrete of C40~C60 strength grades can be used in soil, to improve anti-seismic performance.
Wherein, reinforcing bar mounting ring 3 can be rectangle or annulus shape, in embodiments of the present invention with reinforcing bar mounting ring 3
Shape be rectangle for illustrate.Reinforcing bar mounting ring is formed by prefabrication.Wherein, reinforcing bar mounting ring 3 uses
HRB400 grades~HRB600 grades high tensile reinforcements, a diameter of 12mm~14mm of reinforcing bar mounting ring 3.
There is horizontal cloth again in embodiments of the present invention with the existing reinforcing bar mounting ring arranged vertically in the inside of shear wall ontology 1
It is illustrated for the reinforcing bar mounting ring set.
It is illustrated so that two pieces of shear wall ontologies are connected by connection component as an example below, two pieces of shear wall ontologies is distinguished
Referred to as the first shear wall ontology and the second shear wall ontology.
It is illustrated so that the first shear wall ontology and the second shear wall ontology are vertically connected with as an example below, the first shear wall sheet
The reinforcing bar mounting ring arranged vertically in body and the reinforcing bar mounting ring arranged vertically in the second shear wall ontology by connection component into
Row connection.Wherein, the reinforcing bar mounting ring arranged vertically in the first shear wall ontology and vertical cloth in the second shear wall ontology
The reinforcing bar mounting ring set can be attached by two connection components, but be not limited to by two connection components into
Row connection, can also be attached by one or more connection component.
It is illustrated by taking the first shear wall ontology and the second shear wall ontology or so connection as an example below, the first shear wall sheet
In body in horizontally disposed reinforcing bar mounting ring and the second shear wall ontology horizontally disposed reinforcing bar mounting ring by connection component into
Row connection.Wherein, a horizontally disposed reinforcing bar mounting ring and horizontal cloth in the second shear wall ontology in the first shear wall ontology
The reinforcing bar mounting ring set can be attached by two connection components, but be not limited to by two connection components into
Row connection, can also be attached by one or more connection component.
The fabricated shear wall system in the bosom location arrangements of prefabricated shear wall ontology by being uniformly distributed
Reinforcing bar mounting ring, the reinforcing bar mounting ring in two pieces of shear wall ontologies connected by connection component, can solve traditional assembled
The problems such as shear wall construction complex process, anti-seismic performance should not ensure, work progress is simplified, improve construction quality, reduced
Building cost, is conducive to the sustainable development of assembled arthitecutral structure.
Further, according to an embodiment of the invention, as described in Figure 3, the connection component 4 includes the first U-shape lock button, the
Two U-shape lock buttons 41, rotation screw rod 42 and hold-doun nut 43；
The first U-shape lock button and the second U-shape lock button 41 pass through the rotation screw rod 42 and the hold-doun nut
43 are fixedly connected.
It is understood that when the first U-shape lock button and the second U-shape lock button 41 link together, can be formed for same
When the reinforcing bar placing the reinforcing bar mounting ring arranged vertically in the first shear wall ontology and arranged vertically in the second shear wall ontology
The space of mounting ring.
It should be noted that the first U-shape lock button and the second U-shape lock button are all made of grade Q345 and the manufacture of the above steel, turn
The intensity of dynamic screw rod is not less than the intensity of reinforcing bar mounting ring.
Further, according to an embodiment of the invention, the rotation screw rod 42 is rotatablely connected with the first U-shape lock button；
Alternatively, the rotation screw rod 42 is rotatablely connected with the second U-shape lock button 41.
It is illustrated for rotating screw rod and being rotatablely connected with the second U-shape lock button, specifically, is turned in embodiments of the present invention
Dynamic screw rod and the second U-shape lock button are rotatablely connected, and corresponding, the first U-shape lock, which is buckled, to be provided with and above-mentioned rotation screw rod phase
When the groove of cooperation, the first U-shape lock button and the second U-shape lock button are attached, rotation screw rod rotates to the first U-shape lock and buckles
The position of groove is fixed by hold-doun nut 43 again at this time.
Further, according to an embodiment of the invention, the inner surface of the first U-shape lock button and the second U-shape lock button
Inner surface be both provided with screw thread.
It should be noted that the screw thread by setting increases the first U-shape lock button and the second U-shape lock button and the first shear wall sheet
The frictional force of the reinforcing bar mounting ring arranged vertically in body and the reinforcing bar mounting ring arranged vertically in the second shear wall ontology, to improve
The stability of structure.
Further, according to an embodiment of the invention, as shown in Fig. 2, being additionally provided with anticracking steel in the shear wall ontology 1
Silk netting 2；
The spacing of the anticracking steel fabric sheet 2 and the outer surface of the shear wall ontology 1 is 4~6mm.
It should be noted that the concrete of shear wall ontology 1 uses the regeneration concrete of C40~C60 strength grades to carry
The anti-seismic performance of high assembled wall, but cause shear wall ontology 1 easy to crack due to the use of High Strength Regenerated Concrete, therefore
Anticracking steel fabric sheet is set in shear wall ontology 1, effectively increases the crack resistance of shear wall ontology 1.
Wherein, anticracking steel fabric sheet and the spacing of the outer surface of shear wall ontology 1 are preferably 5mm, to prevent anticracking steel wire
The corrosion cracking of piece.
Further, according to an embodiment of the invention, the junction of two shear wall ontologies is additionally provided with connection reinforcing bar
Frame；
The connection framework of steel reinforcement includes more longitudinal reinforcements 5 and the stirrup 6 for tying up the longitudinal reinforcement.
It should be noted that connection framework of steel reinforcement is to ensure the first shear wall ontology and the second shear wall ontology even
The place of connecing still ensures stronger anti-seismic performance.It connects the binding of framework of steel reinforcement scene and completes the prefabricated commerical ready-mixed concrete of after-pouring, ensure
The intensity of connecting portion is conducive to the antidetonation of structure.
Further, according to an embodiment of the invention, a diameter of 12mm~14mm of the longitudinal reinforcement 5, the stirrup 6
A diameter of 6mm~10mm.
It is understood that HRB400 grades~HRB600 grades reinforcing bars, a diameter of 12mm~14mm can be used in longitudinal reinforcement；Hoop
It is 6mm~10mm that muscle, which uses HRB400 grades of reinforcing bars, stirrup diameter, and stirrup arrangement spacing meets detailing requiments.
Second aspect, the present invention also provides a kind of assembly methods of fabricated shear wall system, including：Prefabricated polylith shearing
The bosom location arrangements of wall ontology, the shear wall ontology have equally distributed reinforcing bar mounting ring；
The reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by connection component to complete to assemble.
Wherein, reinforcing bar mounting ring 3 can be rectangular shape, be with the shape of reinforcing bar mounting ring 3 in embodiments of the present invention
It is illustrated for rectangle.Reinforcing bar mounting ring is formed by prefabrication.Wherein, reinforcing bar mounting ring using HRB400 grades~
HRB600 grades of high tensile reinforcements, framework of steel reinforcement ring diameter are preferably 12mm~14mm.
Arrange that the existing reinforcing bar mounting ring arranged vertically has water again in embodiments of the present invention with the inside of shear wall ontology 1
It is illustrated for the reinforcing bar mounting ring that plain cloth is set.
It is illustrated so that two pieces of shear wall ontologies are connected by connection component as an example below, two pieces of shear wall ontologies is distinguished
Referred to as the first shear wall ontology and the second shear wall ontology.
It is illustrated so that the first shear wall ontology and the second shear wall ontology are vertically connected with as an example below, the first shear wall sheet
The reinforcing bar mounting ring arranged vertically in body and the reinforcing bar mounting ring arranged vertically in the second shear wall ontology by connection component into
Row connection.Wherein, the reinforcing bar mounting ring arranged vertically in the first shear wall ontology and vertical cloth in the second shear wall ontology
The reinforcing bar mounting ring set can be attached by two connection components, but be not limited to by two connection components into
Row connection, can also be attached by one or more connection component.
Wherein, connection component 4 includes the first U-shape lock button, the second U-shape lock button 41, rotation screw rod 42 and hold-doun nut 43；
The first U-shape lock button and the second U-shape lock button 41 pass through the rotation screw rod 42 and the hold-doun nut
43 are fixedly connected.
It is understood that when the first U-shape lock button and the second U-shape lock button 41 link together, can be formed for same
When the reinforcing bar placing the reinforcing bar mounting ring arranged vertically in the first shear wall ontology and arranged vertically in the second shear wall ontology
The space of mounting ring.
It should be noted that the first U-shape lock button and the second U-shape lock button are all made of grade Q345 and the manufacture of the above steel, turn
The intensity of dynamic screw rod is not less than the intensity of reinforcing bar mounting ring.
Wherein, the rotation screw rod 42 is rotatablely connected with the first U-shape lock button；Alternatively, the rotation screw rod 42 and institute
State the rotation connection of the second U-shape lock button 41.
It is illustrated for rotating screw rod and being rotatablely connected with the second U-shape lock button, specifically, is turned in embodiments of the present invention
Dynamic screw rod and the second U-shape lock button are rotatablely connected, and corresponding, the first U-shape lock, which is buckled, to be provided with and above-mentioned rotation screw rod phase
When the groove of cooperation, the first U-shape lock button and the second U-shape lock button are attached, rotation screw rod rotates to the first U-shape lock and buckles
The position of groove is fixed by hold-doun nut 43 again at this time.
Wherein, the inner surface of the inner surface of the first U-shape lock button and the second U-shape lock button is both provided with screw thread.
It should be noted that the screw thread by setting increases the first U-shape lock button and the second U-shape lock button and the first shear wall sheet
The frictional force of the reinforcing bar mounting ring arranged vertically in body and the reinforcing bar mounting ring arranged vertically in the second shear wall ontology, to improve
The stability of structure.
Wherein, it is additionally provided with anticracking steel fabric sheet 2 in shear wall ontology 1；
The spacing of the anticracking steel fabric sheet 2 and the outer surface of the shear wall ontology 1 is 4~6mm.
It should be noted that the concrete of shear wall ontology 1 uses the regeneration concrete of C40~C60 strength grades to carry
The anti-seismic performance of high assembled wall, but cause shear wall ontology 1 easy to crack due to the use of High Strength Regenerated Concrete, therefore
Anticracking steel fabric sheet is set in shear wall ontology 1, effectively increases the crack resistance of shear wall ontology 1.
Wherein, anticracking steel fabric sheet and the spacing of the outer surface of shear wall ontology 1 are preferably 5mm, to prevent anticracking steel wire
The corrosion cracking of piece.
The prefabricated of the first shear wall ontology and the second shear wall ontology is carried out in factory, according to shockproof requirements between reinforcing bar
Away from, reinforcing bar grade, concrete strength reasonably selected, complete shear wall ontology element type pour after, conserved；
Ensure the reasonable of error according to assembled architecture drawing, completes the installation of the first shear wall ontology；
After the lifting positioning of second shear wall ontology, the installation of connection component is completed in junction, installation is complete for connection component
The arrangement of junction connection framework of steel reinforcement is carried out afterwards；
In junction, formwork supporting plate is poured and is preferably used than being regenerated used in shear wall ontology to carry out pouring for concrete
The high concrete of concrete strength, pays attention to vibration compacting when pouring, the quality of junction concrete, is finally torn open check at any time
Mould maintenance operations.
The assembly method of the fabricated shear wall system can improve speed of application and construction quality, enhancing structure globality
And shock resistance, so that fabricated shear wall system is suitable for multi-layer construction structure system.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
With within principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention god.
Claims (10)
1. a kind of fabricated shear wall system, which is characterized in that including：Connection component and at least two pieces prefabricated shear wall sheets
Body；
The bosom location arrangements of the shear wall ontology have equally distributed reinforcing bar mounting ring, the shear wall ontology to use
Regeneration concrete manufactures, and the reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by the connection component.
2. fabricated shear wall system as described in claim 1, which is characterized in that the reinforcing bar mounting ring is arranged vertically at institute
State the bosom position of shear wall ontology；
And/or the reinforcing bar mounting ring is arranged horizontally in the bosom position of the shear wall ontology.
3. fabricated shear wall system as described in claim 1, which is characterized in that the connection component includes the first U-shape lock
Button, the second U-shape lock button, rotation screw rod and hold-doun nut；
The first U-shape lock button is fixedly connected with the second U-shape lock button by the rotation screw rod and the hold-doun nut.
4. fabricated shear wall system as claimed in claim 3, which is characterized in that the rotation screw rod and described first U-shaped
Lock rotation connection；
Alternatively, the rotation screw rod is rotatablely connected with the second U-shape lock button.
5. fabricated shear wall system as claimed in claim 3, which is characterized in that the inner surface of the first U-shape lock button and
The inner surface of the second U-shape lock button is both provided with screw thread.
6. fabricated shear wall system as described in claim 1, which is characterized in that be additionally provided in the shear wall ontology anti-
Split steel fabric sheet；
The spacing of the anticracking steel fabric sheet and the outer surface of the shear wall ontology is 4~6mm.
7. such as claim 1 to 6 any one of them fabricated shear wall system, which is characterized in that two shear wall sheets
The junction of body is additionally provided with connection framework of steel reinforcement；
The connection framework of steel reinforcement includes more longitudinal reinforcements and the stirrup for tying up the longitudinal reinforcement.
8. fabricated shear wall system as claimed in claim 7, which is characterized in that a diameter of 12mm of the longitudinal reinforcement~
14mm, the stirrup diameter are 6mm~10mm.
9. a kind of assembly method of fabricated shear wall system, which is characterized in that including：
The bosom location arrangements of prefabricated polylith shear wall ontology, the shear wall ontology have equally distributed framework of steel reinforcement
Ring；
The reinforcing bar mounting ring in two pieces of shear wall ontologies is connected by connection component to complete to assemble.
10. the assembly method of fabricated shear wall system as claimed in claim 9, which is characterized in that further include：
The connection component carries out the arrangement of the connection framework of steel reinforcement of junction after installation is complete；
In pouring to complete to assemble for junction progress concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506548.1A CN108756023A (en) | 2018-05-24 | 2018-05-24 | A kind of fabricated shear wall system and its assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810506548.1A CN108756023A (en) | 2018-05-24 | 2018-05-24 | A kind of fabricated shear wall system and its assembly method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108756023A true CN108756023A (en) | 2018-11-06 |
Family
ID=64005316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810506548.1A Pending CN108756023A (en) | 2018-05-24 | 2018-05-24 | A kind of fabricated shear wall system and its assembly method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108756023A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
| CN116335267A (en) * | 2023-05-31 | 2023-06-27 | 德州泽烁建筑工程有限公司 | Assembled building structure system |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR950025220A (en) * | 1994-02-21 | 1995-09-15 | 이일남 | Rebar Joints for Reinforced Concrete Buildings |
| JPH10140670A (en) * | 1996-11-07 | 1998-05-26 | Sumitomo Constr Co Ltd | Reinforcement connecting structure between precast concrete blocks and method thereof |
| CN2661812Y (en) * | 2003-12-24 | 2004-12-08 | 马冬 | Reinforcing steel connector |
| CN203238850U (en) * | 2013-03-20 | 2013-10-16 | 朱瑞红 | Reinforcing steel bar combining part for buildings |
| CN203808292U (en) * | 2014-05-01 | 2014-09-03 | 西安科技大学 | Assembly type gridded shear wall structure system |
| CN104727467A (en) * | 2015-03-23 | 2015-06-24 | 河北联合大学 | Assembly type concrete filled steel tube shear wall splitting and assembling connection structure and assembling connection method |
| CN105089206A (en) * | 2015-08-02 | 2015-11-25 | 长安大学 | Steel bar connecting device for precast concrete component and steel bar connecting method for precast concrete component |
| CN205875524U (en) * | 2016-06-24 | 2017-01-11 | 中建六局建设发展有限公司 | Card formula rebar mechanical connection spare |
| CN106760223A (en) * | 2015-11-20 | 2017-05-31 | 上海十三冶建设有限公司 | Bar connecting instrument and its application method |
-
2018
- 2018-05-24 CN CN201810506548.1A patent/CN108756023A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR950025220A (en) * | 1994-02-21 | 1995-09-15 | 이일남 | Rebar Joints for Reinforced Concrete Buildings |
| JPH10140670A (en) * | 1996-11-07 | 1998-05-26 | Sumitomo Constr Co Ltd | Reinforcement connecting structure between precast concrete blocks and method thereof |
| CN2661812Y (en) * | 2003-12-24 | 2004-12-08 | 马冬 | Reinforcing steel connector |
| CN203238850U (en) * | 2013-03-20 | 2013-10-16 | 朱瑞红 | Reinforcing steel bar combining part for buildings |
| CN203808292U (en) * | 2014-05-01 | 2014-09-03 | 西安科技大学 | Assembly type gridded shear wall structure system |
| CN104727467A (en) * | 2015-03-23 | 2015-06-24 | 河北联合大学 | Assembly type concrete filled steel tube shear wall splitting and assembling connection structure and assembling connection method |
| CN105089206A (en) * | 2015-08-02 | 2015-11-25 | 长安大学 | Steel bar connecting device for precast concrete component and steel bar connecting method for precast concrete component |
| CN106760223A (en) * | 2015-11-20 | 2017-05-31 | 上海十三冶建设有限公司 | Bar connecting instrument and its application method |
| CN205875524U (en) * | 2016-06-24 | 2017-01-11 | 中建六局建设发展有限公司 | Card formula rebar mechanical connection spare |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236475A (en) * | 2020-02-28 | 2020-06-05 | 苏州安省建筑设计有限公司 | Anti-seismic assembled shear wall structure convenient to install |
| CN116335267A (en) * | 2023-05-31 | 2023-06-27 | 德州泽烁建筑工程有限公司 | Assembled building structure system |
| CN116335267B (en) * | 2023-05-31 | 2023-08-29 | 德州泽烁建筑工程有限公司 | Assembled building structure system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN201343869Y (en) | Particle size selection and separation device for concrete aggregate | |
| CN103835413B (en) | Covered with Angles silk screen Mortar Plates in-line frame foamed concrete bearing wall and the practice | |
| CN106437031B (en) | The multilayer prefabricated post of one-pass molding with bracket and preparation method thereof and construction method | |
| CN108457421A (en) | A kind of assembled steel reinforced Concrete U Vierendeel girder and its construction method | |
| CN206368422U (en) | A kind of assembled beam-column connecting node | |
| CN105133755B (en) | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall | |
| CN105421652A (en) | Composite heat-preserving wallboard | |
| CN101736832B (en) | Confined masonry structure and making method thereof | |
| CN102182277A (en) | Fiber reinforced precast concrete tubular column and construction method thereof | |
| CN105507462A (en) | Composite wall with bearing and heat insulation functions and construction method of composite wall with bearing and heat insulation functions | |
| CN108756023A (en) | A kind of fabricated shear wall system and its assembly method | |
| CN101435250A (en) | Prefabricated common concrete pipe restricted type regeneration concrete core composite column and manufacturing method thereof | |
| CN108590035A (en) | High-strength recycled concrete superposed column and preparation method thereof | |
| CN107700697A (en) | A kind of exterior wall prefabricated construction | |
| CN205314308U (en) | Have composite wall of bearing and heat preservation function concurrently | |
| CN208501880U (en) | Prefabricated concrete structure column and column rigid connection node | |
| CN201722813U (en) | Confined masonry structure | |
| CN103835401B (en) | Covered with Angles silk screen Mortar Plates cross-frame foamed concrete bearing wall and the practice | |
| CN208363360U (en) | A kind of fabricated shear wall system | |
| CN207878750U (en) | A kind of laminated floor slab prefabricated board | |
| CN205804745U (en) | A kind of precast concrete shear wall component | |
| CN205777063U (en) | A kind of shear wall slab for multilamellar, high level or high-rise building | |
| CN104060763A (en) | Z-shaped steel pipe-steel framework recycled concrete combined pillar | |
| CN105781016A (en) | Cement-based composite and steel pipe combined compound column and manufacturing method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | 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: 20181106 |