CN110284619A - A kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type - Google Patents
A kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type Download PDFInfo
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- CN110284619A CN110284619A CN201910574673.0A CN201910574673A CN110284619A CN 110284619 A CN110284619 A CN 110284619A CN 201910574673 A CN201910574673 A CN 201910574673A CN 110284619 A CN110284619 A CN 110284619A
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- superimposed sheet
- prefabricated
- mortise
- superimposed
- shear wall
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of prefabricated superimposed sheet reinforced concrete shear walls of mortise and tenon type, the prefabricated monolithic superimposed sheet being oppositely arranged including two, two prefabricated monolithic superimposed sheets include superimposed sheet ontology, and the inner sidewall of each superimposed sheet ontology convexes to form at least two boss；Each boss is provided with multiple first Tenon grooves on a side adjacent with superimposed sheet ontology；It is connected with lattice reinforcing bar between two prefabricated monolithic superimposed sheets, has poured concrete between two prefabricated monolithic superimposed sheets.A kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention, by the way that mortise and tenon type structure is arranged on superimposed sheet, so that bonding strength is high between superimposed sheet after casting concrete, so that the shear wall good integrity of the application.
Description
Technical field
The invention belongs to assembled architecture technical fields, are related to a kind of prefabricated superimposed sheet steel reinforced concrete shearing force of mortise and tenon type
Wall.
Background technique
Superimposed sheet shear wall structure is made of pre-erection and cast-in-place part, and also known as half prefabricated system, it combines pre-
System saves the advantages of fast template, speed of application and cast-in-place good integrity.Superimposed sheet is made of two parts, and wherein pre-erection is thin
Plate, in prefabricated components processing factory completion, construction, lifting is in place.Shear wall core is assembling reinforcement at the scene, cast-in-place mixed
Solidifying soil, prefabricated plate is not only used as template at this time, but also as bearing carrier.Though this superimposed sheet shear wall structure system can save
About a large amount of templates need to be arranged more lattice reinforcing bar to guarantee that the connection between superimposed sheet is reliable between two adjacent superimposed sheets
Property, so that structure is complicated between superimposed sheet, influence speed of application.
Summary of the invention
The object of the present invention is to provide a kind of prefabricated superimposed sheet reinforced concrete shear walls of mortise and tenon type, and structure is simple, overlapping
Bonding strength is high between plate.
The technical scheme adopted by the invention is that a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type, including two
A prefabricated monolithic superimposed sheet being oppositely arranged, two prefabricated monolithic superimposed sheets include superimposed sheet ontology, each superimposed sheet ontology
Inner sidewall convex to form at least two boss；Multiple are provided on each boss side adjacent with superimposed sheet ontology
One Tenon groove；It is connected with lattice reinforcing bar between two prefabricated monolithic superimposed sheets, has poured coagulation between two prefabricated monolithic superimposed sheets
Soil.
The features of the present invention also characterized in that:
The boss of two prefabricated monolithic superimposed sheets is oppositely arranged.
Steel mesh is equipped between two boss, it is outer concordant with superimposed sheet ontology that boss is stretched out at the both ends of steel mesh.
Each boss is provided with multiple second Tenon grooves on another side adjacent with superimposed sheet ontology.
Each second Tenon groove is opened in the outside of boss.
The angle of each second Tenon groove, two opposite sides and horizontal plane is no more than angle of friction.
Joint bar is overlapped between two prefabricated monolithic superimposed sheets, one end of joint bar is fixed between two prefabricated monolithic superimposed sheets, is inserted
The other end of muscle stretches out outside two prefabricated monolithic superimposed sheets.
The beneficial effects of the present invention are:
A kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention, by the way that mortise and tenon type knot is arranged on superimposed sheet
Structure, so that bonding strength is high between superimposed sheet after casting concrete, from enabling to the quantity of lattice reinforcing bar between superimposed sheet a large amount of
It reduces, and then reduces difficulty of construction, moreover it is possible to so that the shear wall of the application has good stress performance.
Detailed description of the invention
Fig. 1 is a kind of side view of the prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention；
Fig. 2 is the structural representation of superimposed sheet template in a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention
Figure；
Fig. 3 is the side view of superimposed sheet template in a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention；
Fig. 4 is the structural schematic diagram of superimposed sheet in a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention；
Fig. 5 is the main view of superimposed sheet in a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention.
In figure, 1. first Tenon grooves, 2. second Tenon grooves, 3. steel meshes, 4. prefabricated monolithic superimposed sheets, 5. lattice steels
Muscle, 6. joint bars.
Specific embodiment
The following describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
The invention discloses a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type, structure such as Fig. 1, including overlapping
Template die plate, superimposed sheet template include two prefabricated monolithic superimposed sheets 4 being oppositely arranged, two prefabricated monolithics as shown in Figures 2 and 3
Lattice reinforcing bar 5 is connected between superimposed sheet 4；Joint bar 6 is overlapped between two prefabricated monolithic superimposed sheets 4, one end of joint bar 6 is fixed in two
Between the prefabricated monolithic superimposed sheet 4, the other end of joint bar 6 stretches out outside two prefabricated monolithic superimposed sheets 4.Superimposed sheet template
Concrete has been poured between two prefabricated monolithic superimposed sheets 4.
The structure of each prefabricated monolithic superimposed sheet is as shown in Figure 4 and Figure 5, including superimposed sheet ontology, and superimposed sheet ontology is steel
There are raised at two, two boss arranged side by side of formation in tendon concrete structure, a side of superimposed sheet ontology；Each boss is opened
There are multiple first Tenon grooves 1, each first Tenon groove 1 is respectively positioned on a boss side adjacent with superimposed sheet ontology；
Multiple second Tenon grooves 2 are also provided on each boss, it is adjacent with superimposed sheet ontology that each second Tenon groove 2 is respectively positioned on boss
Another side on；Each second Tenon groove 2 is respectively positioned on the outside of boss, and each second Tenon groove 2 two opposite
Side and the angle of horizontal plane steel mesh 3 is equipped between two boss no more than angle of friction, and steel mesh 3 stretches out two
Boss is outer concordant with superimposed sheet ontology.
In a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention, by the way that the first Tenon groove 1, energy is arranged
The globality between the concrete poured and prefabricated monolithic superimposed sheet is enough improved, the stress performance of shear wall is improved；Second Tenon
The setting of groove 2 can reinforce the bonding strength of superimposed sheet template, facilitate the setting for reducing lattice reinforcing bar 5, can further subtract
The manufacture difficulty of few superimposed sheet template.
In superimposed sheet reinforced concrete shear wall prefabricated using a kind of mortise and tenon type of the present invention, in two prefabricated monolithic overlappings
4 production phase of plate is affixed by its with lattice reinforcing bar 5, and superimposed sheet template is obtained after casting concrete, and superimposed sheet template is mounted on
Predetermined position overlaps reserved joint bar 6 and superimposed sheet template, then in superimposed sheet template two sides formwork supporting plate, finally to two
Casting concrete between prefabricated monolithic superimposed sheet.
A kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type of the present invention, by the way that the first Tenon is arranged on superimposed sheet
Groove and the second Tenon groove, so that bonding strength is high between superimposed sheet after casting concrete, to reinforce the shearing of the application
The stress performance of wall can also make the shear wall of the application have good globality.
Claims (7)
1. a kind of prefabricated superimposed sheet reinforced concrete shear wall of mortise and tenon type, which is characterized in that be oppositely arranged including two prefabricated
Monolithic superimposed sheet (4), two prefabricated monolithic superimposed sheets (4) include superimposed sheet ontology, each superimposed sheet ontology
Inner sidewall convexes to form at least two boss；It is provided on each boss side adjacent with superimposed sheet ontology multiple
First Tenon groove (1)；It is connected with lattice reinforcing bar (5) between two prefabricated monolithic superimposed sheets (4), two prefabricated monolithics
Superimposed sheet has poured concrete between (4).
2. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 1, which is characterized in that two
The boss of the prefabricated monolithic superimposed sheet (4) is oppositely arranged.
3. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 1, which is characterized in that two
It is equipped between the boss steel mesh (3), it is outer concordant with superimposed sheet ontology that boss is stretched out at the both ends of the steel mesh (3).
4. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 1, which is characterized in that each
Multiple second Tenon grooves (2) are provided on the boss another side adjacent with superimposed sheet ontology.
5. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 4, which is characterized in that each
The second Tenon groove (2) is opened in the outside of boss.
6. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 4, which is characterized in that each
The angle of second Tenon groove (2) two opposite sides and horizontal plane is no more than angle of friction.
7. the prefabricated superimposed sheet reinforced concrete shear wall of a kind of mortise and tenon type according to claim 1, which is characterized in that two
Joint bar (6) are overlapped between the prefabricated monolithic superimposed sheet (4), it is folded that one end of the joint bar (6) is fixed in two prefabricated monolithics
Between plywood (4), the other end of the joint bar (6) stretches out two prefabricated monolithic superimposed sheets (4) outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910574673.0A CN110284619B (en) | 2019-06-28 | 2019-06-28 | Prefabricated coincide board reinforced concrete shear force wall of mortise type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910574673.0A CN110284619B (en) | 2019-06-28 | 2019-06-28 | Prefabricated coincide board reinforced concrete shear force wall of mortise type |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110284619A true CN110284619A (en) | 2019-09-27 |
| CN110284619B CN110284619B (en) | 2021-04-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910574673.0A Active CN110284619B (en) | 2019-06-28 | 2019-06-28 | Prefabricated coincide board reinforced concrete shear force wall of mortise type |
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| Country | Link |
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| CN (1) | CN110284619B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622402A (en) * | 2019-12-18 | 2020-09-04 | 湖南诚友绿色建材科技有限公司 | Multi-rib core concrete deep beam plate for large-scale pig farm overhead layer |
| CN113585529A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Waterproof prefabricated superimposed sheet type shear wall structure |
| CN116446561A (en) * | 2023-06-13 | 2023-07-18 | 中交第四航务工程勘察设计院有限公司 | Double-spliced superimposed shear wall and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Prefabricated wall shell structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN202866043U (en) * | 2012-09-07 | 2013-04-10 | 初明进 | Connection structure of precast concrete walls |
| CN203499099U (en) * | 2013-09-30 | 2014-03-26 | 王睿敏 | Wallboard for prefabricated overlapped shear wall and shear wall |
| CN103821264A (en) * | 2014-03-10 | 2014-05-28 | 初明进 | Precast concrete wall body |
| CN205046676U (en) * | 2015-09-29 | 2016-02-24 | 上海筑美阁建筑设计咨询有限公司 | Shear force wall side horizontally connect structure |
| CN105863101A (en) * | 2016-03-31 | 2016-08-17 | 宁波普利凯建筑科技有限公司 | Sandwich insulation external wall panel and manufacturing method thereof |
| CN109750766A (en) * | 2018-12-04 | 2019-05-14 | 温州职业技术学院 | Energy saving composite self heat insulation wall for building |
-
2019
- 2019-06-28 CN CN201910574673.0A patent/CN110284619B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Prefabricated wall shell structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN202866043U (en) * | 2012-09-07 | 2013-04-10 | 初明进 | Connection structure of precast concrete walls |
| CN203499099U (en) * | 2013-09-30 | 2014-03-26 | 王睿敏 | Wallboard for prefabricated overlapped shear wall and shear wall |
| CN103821264A (en) * | 2014-03-10 | 2014-05-28 | 初明进 | Precast concrete wall body |
| WO2015135440A1 (en) * | 2014-03-10 | 2015-09-17 | 初明进 | Prefabricated concrete wall |
| CN205046676U (en) * | 2015-09-29 | 2016-02-24 | 上海筑美阁建筑设计咨询有限公司 | Shear force wall side horizontally connect structure |
| CN105863101A (en) * | 2016-03-31 | 2016-08-17 | 宁波普利凯建筑科技有限公司 | Sandwich insulation external wall panel and manufacturing method thereof |
| CN109750766A (en) * | 2018-12-04 | 2019-05-14 | 温州职业技术学院 | Energy saving composite self heat insulation wall for building |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622402A (en) * | 2019-12-18 | 2020-09-04 | 湖南诚友绿色建材科技有限公司 | Multi-rib core concrete deep beam plate for large-scale pig farm overhead layer |
| CN113585529A (en) * | 2021-09-07 | 2021-11-02 | 中国建筑第七工程局有限公司 | Waterproof prefabricated superimposed sheet type shear wall structure |
| CN113585529B (en) * | 2021-09-07 | 2022-05-13 | 中国建筑第七工程局有限公司 | Waterproof prefabricated superimposed sheet type shear wall structure |
| CN116446561A (en) * | 2023-06-13 | 2023-07-18 | 中交第四航务工程勘察设计院有限公司 | Double-spliced superimposed shear wall and construction method thereof |
| CN116446561B (en) * | 2023-06-13 | 2023-09-19 | 中交第四航务工程勘察设计院有限公司 | Double-spliced superimposed shear wall and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN110284619B (en) | 2021-04-06 |
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