CN203716397U - Wallboard for assembling integral shear wall and shear wall - Google Patents
Wallboard for assembling integral shear wall and shear wall Download PDFInfo
- Publication number
- CN203716397U CN203716397U CN201420031560.9U CN201420031560U CN203716397U CN 203716397 U CN203716397 U CN 203716397U CN 201420031560 U CN201420031560 U CN 201420031560U CN 203716397 U CN203716397 U CN 203716397U
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- China
- Prior art keywords
- shear wall
- wallboard
- depression
- assembled integral
- grouting
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- 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.)
- Expired - Lifetime
Links
- 238000009434 installation Methods 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims description 14
- 210000003195 fascia Anatomy 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 11
- 238000010792 warming Methods 0.000 claims description 4
- 230000000881 depressing effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Abstract
The utility model provides a wallboard for assembling an integral shear wall and a shear wall. According to the wallboard for the shear wall, a plurality of vertical protruding ribs are arranged on the upper end face of the wallboard, installation depressions depressing from the surfaces are arranged on the lower parts of the front and back surfaces of the wallboard, a plurality of grouting openings are formed in the periphery of each installation depression, a plurality of vertical connecting ribs arranged along the vertical direction of the wallboard are arranged in each installation depression, and the lower end of each vertical connecting rib is flush with the lower end of the wallboard. The shear wall includes an upper-layer shear wall and a lower-layer shear wall; the upper-layer shear wall and the lower-layer shear wall are connected into a whole in the vertical direction by virtue of the vertical connecting ribs of the upper-layer shear wall and the protruding ribs of the upper-layer shear wall at the installation depressions.
Description
Technical field
The utility model relates to technical field of buildings, particularly wallboard 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, reinforcing bar to be welded to connect or to overlap the connection of slurry anchor more, 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.
Utility model content
The utility model not only provides a kind of simple in structure, assembled integral shear wall wallboard that can carry out batch production production, the utility model and a kind of shear wall being made up of above-mentioned wallboard is provided.
For above-mentioned purpose, the utility model is realized by following measures:
A kind of assembled integral shear wall wallboard, wallboard upper surface has multiple 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 multiple grouting mouthful around, install in depression and have multiple 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, multiple 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, multiple 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 inside and have the concrete slab of transverse reinforcement and vertical reinforcement; Shear wall side fascia also comprises outer panels and warming plate.
A kind of 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 multiple described 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.
The beneficial effects of the utility model:
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.
Brief description of the drawings
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.
Detailed description of the invention
Illustrate selected embodiment of the present utility model referring now to Figure of description, those skilled in the art are only exemplary according to subordinate's explanation of embodiment of the present utility model of the present disclosure, are not in order to limit scheme of the present utility model.
Embodiment 1
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 inside and have the concrete slab of 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 multiple 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 multiple 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 multiple 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 wallboard and supported upper strata floor 9 for fixing 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) build high-flowing concrete by grouting mouth 6 at installation depression 5 places;
7) enter lower one deck installation.
Embodiment 2
With reference to accompanying drawing 8, in the present embodiment, wallboard 1 one sides have grouting depression A, in grouting depression A, multiple 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 utility model does not have disclosed technical characterictic, is the known technology of the art.
General principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not depart from the utility model scope, those skilled in the art can do many changes and improvements as required.The utility model protection domain should be defined by appending claims and equivalent thereof.
Claims (8)
1. an assembled integral shear wall wallboard, it is characterized in that: wallboard upper surface has multiple 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 multiple grouting mouthful around, install in depression and have multiple 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, in grouting depression, multiple horizontal dowels is set from top to bottom, and 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, in grouting depression, multiple 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.
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 inside and have the concrete slab of 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 multiple 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420031560.9U CN203716397U (en) | 2014-01-20 | 2014-01-20 | Wallboard for assembling integral shear wall and shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420031560.9U CN203716397U (en) | 2014-01-20 | 2014-01-20 | Wallboard for assembling integral shear wall and shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716397U true CN203716397U (en) | 2014-07-16 |
Family
ID=51155564
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420031560.9U Expired - Lifetime CN203716397U (en) | 2014-01-20 | 2014-01-20 | Wallboard for assembling integral shear wall and shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716397U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| 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 |
| CN109594667A (en) * | 2017-04-05 | 2019-04-09 | 孙立民 | A kind of building body insulation construction |
| CN114045957A (en) * | 2021-12-27 | 2022-02-15 | 山东同创设计咨询集团有限公司 | Green assembly type wallboard for building and assembly method |
| CN114135023A (en) * | 2021-12-27 | 2022-03-04 | 山东同创设计咨询集团有限公司 | Assembled building outer wall and construction method |
-
2014
- 2014-01-20 CN CN201420031560.9U patent/CN203716397U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN109594667A (en) * | 2017-04-05 | 2019-04-09 | 孙立民 | A kind of building body insulation construction |
| 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 |
| 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 |
| CN114045957A (en) * | 2021-12-27 | 2022-02-15 | 山东同创设计咨询集团有限公司 | Green assembly type wallboard for building and assembly method |
| CN114135023A (en) * | 2021-12-27 | 2022-03-04 | 山东同创设计咨询集团有限公司 | Assembled building outer wall and construction method |
| CN114135023B (en) * | 2021-12-27 | 2023-03-07 | 山东同创设计咨询集团有限公司 | Assembly type building outer wall and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150324 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150324 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee after: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150612 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150612 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee before: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140716 |