CN103726607A - Wall board for assembling integral shear wall, shear wall and construction method of shear wall - Google Patents
Wall board for assembling integral shear wall, shear wall and construction method of shear wall Download PDFInfo
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- CN103726607A CN103726607A CN201410023253.0A CN201410023253A CN103726607A CN 103726607 A CN103726607 A CN 103726607A CN 201410023253 A CN201410023253 A CN 201410023253A CN 103726607 A CN103726607 A CN 103726607A
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Abstract
The invention provides a wall board for assembling an integral shear wall, a shear wall and a construction method of the shear wall. According to the wall board for the shear wall, a plurality of vertical protruding ribs are arranged at the upper end face of the wall board; mounting recesses sinking at the surfaces are arranged at the lower parts of the front surface and the rear surface of the wall board; a plurality of grouting openings are formed at the periphery of the mounting recesses; a plurality of vertical connecting ribs arranged along the vertical direction of the wall board are arranged inside the mounting recesses; the lower ends of the vertical connecting ribs are flush with the lower end of the wall board; the shear wall comprises an upper shear wall and a lower shear wall; and the upper shear wall and the lower shear wall are connected into a whole in the mounting recesses through the vertical connecting ribs of the upper shear wall and the protruding ribs of the upper shear wall. The construction method of the shear wall comprises the following steps: mounting a temporary fixing rack; hoisting the wall board for assembling the integral shear wall in place; mounting templates in the mounting recesses and casting concrete into the mounting recesses; placing an upper floor slab in place; and casing concrete at the joint of the shear wall and the upper floor slab.
Description
Technical field
The present invention relates to technical field of buildings, particularly the construction method of wallboard and shear wall and shear wall for a kind of assembled integral shear wall.
Background technology
Along with industrialization of construction industry development, various places assembled integral building continues to bring out, the key of assembled integral building is how will effectively be connected to become a monolithic architecture at the good prefabricated units of produce in factory, firm, the reliability that between member, connect, directly have influence on the safety of monolithic architecture structure; And the installation of join domain and filling concrete (building) complexity also can directly affect integral construction progress and the construction quality of building.Existing fabricated shear wall structure adopts sleeve grouting connection more, reinforcing bar is welded to connect or overlap slurry anchor connects, and all has the problems such as cost is high, construction precision requirement is high, and difficulty of construction is large, causes fabricated shear wall to promote difficulty large.
Summary of the invention
The present invention not only provides a kind of simple in structure, assembled integral shear wall wallboard that can carry out batch production production, the present invention and a kind of shear wall consisting of above-mentioned wallboard is provided, the present invention also provides a kind of construction method of shear wall of easy construction.
For above-mentioned purpose, the present invention realizes by following measures:
A kind of assembled integral shear wall wallboard, wallboard upper surface has a plurality of vertical outstanding muscle that arrange along wallboard vertical direction, the forward and backward surperficial bottom of wallboard has the recessed depression of the installation in place face, depression is installed and is provided with a plurality of grouting mouthful around, install in depression and have a plurality of vertical dowels that arrange along wallboard vertical direction, vertical dowel lower end flushes with wallboard lower end.
Above-mentioned assembled integral shear wall is with in wallboard, and wallboard left surface, right flank have grouting depression, in grouting depression, a plurality of horizontal dowels is set from top to bottom, and laterally dowel protrudes from wallboard side.
Above-mentioned assembled integral shear wall is with in wallboard, and laterally dowel position is provided with groove.
Above-mentioned assembled integral shear wall is with in wallboard, and wallboard one side has grouting depression, in grouting depression, a plurality of horizontal dowels is set from top to bottom, and laterally dowel flushes with wallboard side; Wallboard another side has laterally projecting muscle, and laterally projecting muscle protrudes from wallboard side.
Above-mentioned assembled integral shear wall is with in wallboard, and it is trapezoidal or rectangle that concave cross-section is installed, and vertical direction is an inclined-plane.
Above-mentioned assembled integral shear wall is with in wallboard, and it also comprises pre-buried bend pipe, and bend pipe one end is communicated with grouting mouthful, and the other end is communicated with installs depression.
Above-mentioned assembled integral shear wall is with in wallboard, and wallboard comprises shear wall inner wall panel and shear wall side fascia, and shear wall inner wall panel and shear wall side fascia include the concrete slab that inside has transverse reinforcement and vertical reinforcement; Shear wall side fascia also comprises outer panels and warming plate.
An assembled integral shear wall, shear wall comprises upper strata shear wall and lower floor's shear wall; The horizontal direction of upper strata shear wall and lower floor's shear wall all has a plurality of wallboards, and by the horizontal dowel between adjacent two wallboards in groove by overlap joint, mechanical connection or be welded as a whole; The vertical direction of upper strata shear wall and lower floor's shear wall is being installed recess by mechanical connection or is being welded as a whole by the vertical dowel of upper strata shear wall and the outstanding muscle of upper strata shear wall.
A construction method for assembled integral shear wall, comprises the following steps:
1) on-the-spot unwrapping wire, installs temporary fixing rack, and fixed mount is used for fixedly wallboard and support upper strata floor for assembled integral shear wall;
2) prefabricated overlapped shear wall wallboard, transports to job site;
3) lifting assembled integral shear wall puts in place with wallboard, is connected and fixed, and recess installation form is being installed with temporary fixing rack, by grouting mouthful, at installation recess, builds high-flowing concrete;
4) lifting upper strata floor, upper strata floor is in place;
5) lay dark beam steel and each additional muscle, lay pipeline;
6) shear wall and upper floor plate junction concreting;
7) enter lower one deck installation.
Beneficial effect of the present invention:
1. all parts all can utilize prior art to produce by factory process, realizes standardization, variation, commercial supply and marketing market; Assembling process is simple;
2. overall structure is simple, stressed clear and definite, connects reliable;
3. manufacture, processing, convenient transportation;
4. construction method is simple, and short construction period.
Accompanying drawing explanation
Fig. 1 is the perspective view of embodiment 1.
Fig. 2 is that the master of embodiment 1 looks schematic diagram.
Fig. 3 is the schematic side view of embodiment 1.
Fig. 4 is that 1 two wallboards of embodiment are in conjunction with the main schematic diagram of looking.
Fig. 5 is that 1 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
Fig. 6 is outer shear wall and the floor connection diagram of embodiment 1.
Fig. 7 is interior shear wall and the floor connection diagram of embodiment 1.
Fig. 8 is that 2 two wallboards of embodiment are in conjunction with horizontal cross-sectional schematic.
In figure 1, wallboard, 2, transverse reinforcement, 201, horizontal dowel, 3, groove, 4, vertical reinforcement, 401, vertical outstanding muscle, 5, depression is installed, 6, grouting mouthful, 7, pre-buried bend pipe, 8, lower floor's shear wall side fascia, 9, floor, 10, outer panels, 11, warming plate, 12, upper strata shear wall side fascia, 13, upper strata shear wall inner wall panel, 14, lower floor's shear wall inner wall panel, A, grouting depression.
The specific embodiment
Referring now to Figure of description, illustrate selected embodiment of the present invention, those skilled in the art are only exemplary according to subordinate's explanation of embodiments of the invention of the present disclosure, the scheme being not meant to limit the present invention.
With reference to accompanying drawing 1,2,3,4,5, a kind of assembled integral shear wall wallboard, wallboard 1 comprises shear wall inner wall panel and shear wall side fascia, shear wall inner wall panel and shear wall side fascia include the concrete slab that inside has transverse reinforcement 2 and vertical reinforcement 4; Shear wall side fascia also comprises outer panels 10 and warming plate 11.The forward and backward surperficial bottom of wallboard 1 has the recessed depression of the installation in place face 5, depression 5 is installed and is provided with a plurality of grouting mouths 6 around; Vertical reinforcement 4 one end protrude from wallboard upper surface and form the vertical outstanding muscle 401 arranging along wallboard vertical direction, vertical reinforcement 4 other ends are positioned at installs the vertical dowel that depression 5 formation arrange along wallboard vertical direction, and vertical dowel lower end flushes with wallboard lower end; Wallboard left surface, right flank have grouting depression A, and grouting depression arranges a plurality of grooves 3 from top to bottom on A two sides, and transverse reinforcement 2 two ends are arranged on the horizontal dowel 201 of the interior formation of groove 3.
It is trapezoidal or rectangle that depression 5 cross sections are installed, and vertical direction is an inclined-plane.
Consider easy construction, also comprise pre-buried bend pipe 7, pre-buried bend pipe 7 one end are communicated with grouting mouth 6, and the other end is communicated with installs depression 5.
A kind of assembled integral shear wall, shear wall comprises upper strata shear wall and lower floor's shear wall, upper strata shear wall is divided into upper strata shear wall side fascia 12 and upper strata shear wall inner wall panel 13, and lower floor's shear wall is divided into lower floor's shear wall side fascia 8 and lower floor's shear wall inner wall panel 14; Horizontal direction with reference to accompanying drawing 4,5 upper strata shear walls and lower floor's shear wall all has a plurality of wallboards, and by the horizontal dowel 201 between adjacent two wallboards in groove 3 by overlap joint, mechanical connection or be welded as a whole; With reference to accompanying drawing 6,7, the vertical direction of upper strata shear wall and lower floor's shear wall is caved in 5 places by mechanical connection or is welded as a whole in installation by the vertical dowel of upper strata shear wall and the outstanding muscle of upper strata shear wall and is integrated.
A construction method for described assembled integral shear wall, comprises the following steps:
1) on-the-spot unwrapping wire, installs temporary fixing rack, and fixed mount is used for fixedly wallboard and support upper strata floor 9 for assembled integral shear wall;
2) prefabricated overlapped shear wall wallboard, transports to job site;
3) lifting assembled integral shear wall puts in place with wallboard, is connected and fixed, and depression 5 place's installation forms are being installed with temporary fixing rack;
4) lifting upper strata floor 9, upper strata floor 9 is in place;
5) lay dark beam steel and each additional muscle, lay pipeline;
6) by grouting mouth 6, at installation depression 5 places, build high-flowing concrete;
7) enter lower one deck installation.
With reference to accompanying drawing 8, in the present embodiment, wallboard 1 one sides have grouting depression A, in grouting depression A, a plurality of horizontal dowels 201 are set from top to bottom, and laterally dowel 201 flushes with wallboard side; Wallboard another side has laterally projecting muscle, and laterally projecting muscle protrudes from wallboard side.Be that groove 3 is not set in the present embodiment, other are with embodiment 1.
The present invention does not have disclosed technical characterictic, is the known technology of the art.
Basic principle of the present invention and advantage have more than been described.The present invention is not restricted to the described embodiments, and in the prerequisite that does not depart from the scope of the invention, those skilled in the art can do many changes and improvements as required.Protection domain of the present invention should be defined by appending claims and equivalent thereof.
Claims (9)
1. an assembled integral shear wall wallboard, it is characterized in that: wallboard upper surface has a plurality of vertical outstanding muscle that arrange along wallboard vertical direction, the forward and backward surperficial bottom of wallboard has the recessed depression of the installation in place face, depression is installed and is provided with a plurality of grouting mouthful around, install in depression and have a plurality of vertical dowels that arrange along wallboard vertical direction, vertical dowel lower end flushes with wallboard lower end.
2. assembled integral shear wall wallboard according to claim 1, is characterized in that: wallboard left surface, right flank have grouting depression, and in grouting depression, a plurality of horizontal dowels are set from top to bottom, laterally dowel protrudes from wallboard side.
3. assembled integral shear wall wallboard according to claim 2, is characterized in that: laterally dowel position is provided with groove.
4. assembled integral shear wall wallboard according to claim 1, is characterized in that: wallboard one side has grouting depression, and in grouting depression, a plurality of horizontal dowels are set from top to bottom, laterally dowel flushes with wallboard side; Wallboard another side has laterally projecting muscle, and laterally projecting muscle protrudes from wallboard side.
5. assembled integral shear wall wallboard according to claim 1, is characterized in that: it is trapezoidal or rectangle that concave cross-section is installed, and vertical direction is an inclined-plane.
6. assembled integral shear wall wallboard according to claim 1, is characterized in that: it also comprises pre-buried bend pipe, and bend pipe one end is communicated with grouting mouthful, and the other end is communicated with installs depression.
7. according to assembled integral shear wall wallboard described in claim 1 to 6 any one, it is characterized in that: wallboard comprises shear wall inner wall panel and shear wall side fascia, shear wall inner wall panel and shear wall side fascia include the concrete slab that inside has transverse reinforcement and vertical reinforcement; Shear wall side fascia also comprises outer panels and warming plate.
8. an assembled integral shear wall, is characterized in that: shear wall comprises upper strata shear wall and lower floor's shear wall; The horizontal direction of upper strata shear wall and lower floor's shear wall all has a plurality of wallboards claimed in claim 2, and by the horizontal dowel between adjacent two wallboards in groove by overlap joint, mechanical connection or be welded as a whole; The vertical direction of upper strata shear wall and lower floor's shear wall is being installed recess by mechanical connection or is being welded as a whole by the vertical dowel of upper strata shear wall and the outstanding muscle of upper strata shear wall.
9. a construction method for assembled integral shear wall described in claim 8, is characterized in that: comprise the following steps:
1) on-the-spot unwrapping wire, installs temporary fixing rack, and fixed mount is used for fixedly wallboard and support upper strata floor for assembled integral shear wall;
2) prefabricated overlapped shear wall wallboard, transports to job site;
3) lifting assembled integral shear wall puts in place with wallboard, is connected and fixed, and recess installation form is being installed with temporary fixing rack, by grouting mouthful, at installation recess, builds high-flowing concrete;
4) lifting upper strata floor, upper strata floor is in place;
5) lay dark beam steel and each additional muscle, lay pipeline;
6) shear wall and upper floor plate junction concreting;
7) enter lower one deck installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410023253.0A CN103726607A (en) | 2014-01-20 | 2014-01-20 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410023253.0A CN103726607A (en) | 2014-01-20 | 2014-01-20 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
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| CN103726607A true CN103726607A (en) | 2014-04-16 |
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| CN201410023253.0A Pending CN103726607A (en) | 2014-01-20 | 2014-01-20 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652608A (en) * | 2015-02-05 | 2015-05-27 | 中国建筑第七工程局有限公司 | Assembly type exterior wall and beam connecting structure |
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN105587050A (en) * | 2016-03-03 | 2016-05-18 | 大连三川建筑科技有限公司 | Sectioned grouting structure and method for fabricated shear wall rebar sleeve connection |
| CN106584672A (en) * | 2016-12-29 | 2017-04-26 | 淮阴工学院 | Production method of assembled type prefabricated wall panel provided with hidden beam |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
| CN108560926A (en) * | 2018-01-31 | 2018-09-21 | 中国二十二冶集团有限公司 | Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members |
| CN109184020A (en) * | 2018-09-05 | 2019-01-11 | 东南大学 | A kind of prefabricated thermal insulation composite wall body structure and preparation method thereof |
| CN109779090A (en) * | 2019-01-30 | 2019-05-21 | 中建科技有限公司深圳分公司 | Prefabricated shear wall, building structure and the construction method of the building structure |
| CN109914823A (en) * | 2019-04-15 | 2019-06-21 | 谷尚坤 | A kind of assembled architecture prefabricated panel installation method |
| CN110905120A (en) * | 2019-11-27 | 2020-03-24 | 成都福仕特科技有限责任公司 | Wall body of prefabricated house and construction method thereof |
| CN116335309A (en) * | 2022-09-06 | 2023-06-27 | 中南大学 | Full-assembled building composite external wall board with key slot type joint |
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| GB1170444A (en) * | 1966-02-25 | 1969-11-12 | Ici Ltd | Building Panel |
| CN202273335U (en) * | 2011-08-30 | 2012-06-13 | 东南大学 | Vertical mixed connection structure for assembling precast internal wallboards with shear wall structures |
| CN102535738A (en) * | 2012-02-14 | 2012-07-04 | 黄昆 | Prefabricated house wallboards, fully prefabricated house using wallboards, and installation method for fully prefabricated house |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652608A (en) * | 2015-02-05 | 2015-05-27 | 中国建筑第七工程局有限公司 | Assembly type exterior wall and beam connecting structure |
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105544798A (en) * | 2016-01-25 | 2016-05-04 | 三新房屋制造股份有限公司 | Assembled-type hollow-slab shear wall structure and construction method thereof |
| CN105587050A (en) * | 2016-03-03 | 2016-05-18 | 大连三川建筑科技有限公司 | Sectioned grouting structure and method for fabricated shear wall rebar sleeve connection |
| CN106584672B (en) * | 2016-12-29 | 2019-03-15 | 淮阴工学院 | The production method of pin-connected panel prefabricated panel equipped with concealed beam |
| CN106584672A (en) * | 2016-12-29 | 2017-04-26 | 淮阴工学院 | Production method of assembled type prefabricated wall panel provided with hidden beam |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
| CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN108560926A (en) * | 2018-01-31 | 2018-09-21 | 中国二十二冶集团有限公司 | Interior wall method of plate installation of the assembling type steel structure house with girder steel, bracing members |
| CN109184020A (en) * | 2018-09-05 | 2019-01-11 | 东南大学 | A kind of prefabricated thermal insulation composite wall body structure and preparation method thereof |
| CN109779090A (en) * | 2019-01-30 | 2019-05-21 | 中建科技有限公司深圳分公司 | Prefabricated shear wall, building structure and the construction method of the building structure |
| CN109914823A (en) * | 2019-04-15 | 2019-06-21 | 谷尚坤 | A kind of assembled architecture prefabricated panel installation method |
| CN109914823B (en) * | 2019-04-15 | 2021-03-02 | 锦汇建设集团有限公司 | Method for installing prefabricated wall board of prefabricated building |
| CN110905120A (en) * | 2019-11-27 | 2020-03-24 | 成都福仕特科技有限责任公司 | Wall body of prefabricated house and construction method thereof |
| CN116335309A (en) * | 2022-09-06 | 2023-06-27 | 中南大学 | Full-assembled building composite external wall board with key slot type joint |
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