CN104196149A - Core tube shear wallboard and assembling method thereof - Google Patents
Core tube shear wallboard and assembling method thereof Download PDFInfo
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- CN104196149A CN104196149A CN201410440428.8A CN201410440428A CN104196149A CN 104196149 A CN104196149 A CN 104196149A CN 201410440428 A CN201410440428 A CN 201410440428A CN 104196149 A CN104196149 A CN 104196149A
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Abstract
The invention discloses a core tube shear wallboard. The core tube shear wallboard is formed by combination of cross-shaped wallboard bodies, L-shaped wallboard bodies, line-shaped wallboard bodies and T-shaped wallboard bodies in the mode that the two ends of each T-shaped wallboard body are connected with the corresponding line-shaped wallboard bodies respectively to form a first combination, the two ends of each cross-shaped wallboard body are connected with the corresponding line-shaped wallboard body and the corresponding L-shaped wallboard body to form a second combination, one end of each cross-shaped wallboard body is connected with the corresponding L-shaped wallboard body to form a third combination, and the first combinations, the second combinations and the third combinations are connected through steel beams. The invention further discloses a wallboard assembling method. The core tube shear wallboard and the assembling method thereof solve the problems that wallboard transportation is inconvenient and the installation error is large in a large-scale project.
Description
Technical field
The present invention relates to the assembling method of a kind of steel work and steel work, be specifically related to a kind of Core Walls Structure shear wall slab and assembling method thereof.
Background technology
" Chinese honor " mansion is positioned at the CBD of Beijing core space Z15 plot, 11478 square metres of floor spaces, approximately 43.7 ten thousand square metres of overall floorages, 528 meters of building heights, 108 layers on the ground, underground 7 layers; Integrate the functions such as high-end office, city sightseeing, after building up, will become " Beijing the first high building ", capital new landmark, also by becoming, first spends at seismic fortification intensity 8 the more than 500 meters skyscraper that district builds in the world simultaneously.CITIC Group is the super-high buildings of likeness in form sacrificial vessels in ancient times " honor " to the architectural design scheme in this plot in competitive bidding file, and this design has obtained numerous evaluation experts' favor, and is called visually " Chinese honor "." Chinese honor " will become the high building in Beijing when the time comes, will emerge at Chang'an street the east, become common people and hold the new landmark of buildings in Beijing culture, economic pulse.
" Chinese honor " Building under ground portion structural steelwork mainly comprises the parts such as huge corner post, aileron, steel plate shear force wall, bottom high-strength anchor bolt.Basement steel plate shear wall structure complexity, quantity are more, and wallboard is thick, and length is long and planar dimension is huge, and appearance and size is larger, higher to installation requirement, huge post ultra-large type cross section in addition, and number of fragments is many; Steel plate wall exists error large in assembled, cannot ensure installation accuracy, the problem of field-mounted process complexity, the easy accumulated error producing.
Summary of the invention
Goal of the invention: in work progress, transport is inconvenient, on-the-spot difficulty of processing is large in order to solve, and working face requires high problem, the invention provides a kind of Core Walls Structure shear wall slab and assembling method thereof.
Technical scheme: Core Walls Structure shear wall slab of the present invention, is combined as follows by cross wallboard, L shaped wallboard, in-line wallboard, T shape wallboard:
T shape wallboard two ends are connected to form combination one with in-line wallboard respectively, and cross wallboard two ends are connected with respectively in-line wallboard and L shaped wallboard forms combination two, and one end of cross wallboard and L shaped wallboard are connected to form combination three;
Described Core Walls Structure shear wall slab is formed or is formed or be made up of 2 combinations two, 1 combination two and 1 combination three by 2 combinations two and 2 combinations three by 2 combinations two and 2 combinations one; Between combination one, combination two, combination three, connect by girder steel.
Described Core Walls Structure shear wall slab comprises 1 combination one, 2 combinations two and 1 combination three.
The wallboard thickness of described cross wallboard, L shaped wallboard, in-line wallboard and T shape wallboard is 25mm or 35mm or 60mm.
The height of described cross wallboard, L shaped wallboard, in-line wallboard and T shape wallboard is 9 ~ 11m.
Described Core Walls Structure shear wall slab can be longitudinally and is laterally assembled.
Described Core Walls Structure shear wall slab adopts following assembling method, specifically comprises:
(1) Core Walls Structure shear wall slab is divided by combination one, combination two, combination three, on heavy platform, marked vertical contour projection and center line;
(2) according to the vertical contour projection and the center line that mark, moulding bed is set
;
(3) on moulding bed, hang on combination one, combination two, combination and three position assembling,, will fix center line, the segmentation position line, verticality and levelness when the location;
(4) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel is also located with pin-and-hole;
(5) along combination one, combination two, combination three longitudinal register, next group Core Walls Structure shear wall slab is installed, the poor and relative position of the upper and lower segmentation position line, groove gap, edges of boards must be fixed in location;
(6) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel is also located with pin-and-hole;
(7) repeating step (5) and step (6) are installed residue Core Walls Structure shear wall slab, and junction plate welding are set after completing between Core Walls Structure shear wall slab.
Beneficial effect: Core Walls Structure shear wall slab of the present invention and preparation method thereof tool has the following advantages:
1, adopt the wallboard of various shape, longitudinally and laterally assemble, the needs that can meet different occasions are more; The segmentation position line is set, ensures the precision of the wallboard of splicing; Adopt the mode of assembling combination, convenience is transported, installation accuracy is high, can meet the needs of heavy construction.
2, steel plate wall is divided into the wallboards of about 10 meters height in deepening process, meets the requirement of traffic condition, and the weight of single-unit wallboard is at the scene within the scope of hoisting and hanging.
3, adopt assembled mode, can control member due to produce in factory error, process test data equal error, ensure installation accuracy, reduce the on-the-spot accumulated error producing of installing, normal operation and the installation quality of guaranteeing next procedure reach specification, designing requirement, satisfied scene once lifts success rate, reduces on-the-spot alignment error.
Brief description of the drawings
Fig. 1 is the structural representation of Core Walls Structure shear wall slab.
Fig. 2 is the structural representation of Core Walls Structure shear wall slab segmentation.
Fig. 3 is the assembled process schematic diagram of Core Walls Structure shear wall slab.
Fig. 4 is the structural representation of ultra-large type Core Walls Structure shear wall slab.
Detailed description of the invention
Below by accompanying drawing, technical solution of the present invention is elaborated, but protection scope of the present invention is not limited to described embodiment.
embodiment 1:core Walls Structure shear wall slab as shown in Figure 1, is longitudinally laminated by three sections of plane bodies of wall, and 3 sections are highly respectively 10m, 10.2m, 11m, first paragraph plane body of wall comprises two and two combinations three of one, two combination of two combinations, and second segment and the 3rd section comprise one and two combination two of two combinations, combination one, combination two, combination three is by cross wallboard 4, L shaped wallboard 3, in-line wallboard 2, T shape wallboard 1 combines as follows: combination one connects in-line wallboard 2 by T shape wallboard two ends and forms, combination two connects respectively in-line wallboard 2 by cross wallboard 4 two ends and L shaped wallboard 3 forms, combination three one end by cross wallboard 4 and L shaped wallboard 3 are connected to form, cross wallboard 4, L shaped wallboard 3, in-line wallboard 2, after being located by connecting by high-strength bolt hole between T shape wallboard 1, form combination one, combination two, combination three, cross wallboard 4 is located in high-strength bolt hole, L shaped wallboard 3, in-line wallboard 2, the side of T shape wallboard 1, between combination one, combination two, combination three, connect by girder steel 5.
The wallboard thickness of cross wallboard 4, L shaped wallboard 3, in-line wallboard 2 and T shape wallboard 1 is 35mm.
Above-mentioned Core Walls Structure shear wall slab is carried out to assembled method, comprise the steps:
(1) Core Walls Structure shear wall slab is divided by combination one, combination two, combination three, on heavy platform, marked vertical contour projection and center line;
(2) according to the vertical contour projection and the center line that mark, moulding bed is set
;
(3) on moulding bed, hang on combination one, combination two, combination and three position assembling,, will fix center line, the segmentation position line 6, verticality and levelness when the location;
(4) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel 5 is also located with pin-and-hole;
(5) along combination one, combination two, combination three longitudinal register, next group Core Walls Structure shear wall slab is installed, the poor and relative position of the upper and lower segmentation position line 6, groove gap, edges of boards must be fixed in location;
(6) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel 5 is also located with pin-and-hole;
(7) repeating step (5) and step (6) are installed residue Core Walls Structure shear wall slab, and junction plate welding are set after completing between Core Walls Structure shear wall slab.
The Core Walls Structure shear wall slab assembling as shown in Figure 1, by multiple illustrated Core Walls Structure shear wall slabs along the horizontal assembled ultra-large type Core Walls Structure shear wall slab that obtains, as shown in Figure 4.
As mentioned above, although represented and explained the present invention with reference to specific preferred embodiment, it shall not be construed as the restriction to the present invention self.Not departing under the spirit and scope of the present invention prerequisite of claims definition, can make in the form and details various variations to it.
Claims (5)
1. a Core Walls Structure shear wall slab, is characterized in that: combined as follows by cross wallboard (4), L shaped wallboard (3), in-line wallboard (2), T shape wallboard (1):
T shape wallboard (1) two ends are connected to form combination one with in-line wallboard (2) respectively, cross wallboard (4) two ends are connected with respectively in-line wallboard (2) and L shaped wallboard 3 forms combination two, and one end of cross wallboard (4) and L shaped wallboard (3) are connected to form combination three;
Described Core Walls Structure shear wall slab is formed or is formed or be made up of 2 combinations two, 1 combination two and 1 combination three by 2 combinations two and 2 combinations three by 2 combinations two and 2 combinations one; Between combination one, combination two, combination three, connect by girder steel (5).
2. Core Walls Structure shear wall slab according to claim 1, is characterized in that: described Core Walls Structure shear wall slab comprises 1 combination one, 2 combinations two and 1 combination three.
3. Core Walls Structure shear wall slab according to claim 1, is characterized in that: the wallboard thickness of described cross wallboard (4), L shaped wallboard (3), in-line wallboard (2) and T shape wallboard (1) is 25mm or 35mm or 60mm.
4. Core Walls Structure shear wall slab according to claim 1, is characterized in that: the height of described cross wallboard (4), L shaped wallboard (3), in-line wallboard (2) and T shape wallboard (1) 1 is 9 ~ 11m.
5. the assembling method of Core Walls Structure shear wall slab according to claim 1, is characterized in that, comprises the steps:
(1) Core Walls Structure shear wall slab is divided by combination one, combination two, combination three, on heavy platform, marked vertical contour projection and center line;
(2) according to the vertical contour projection and the center line that mark, moulding bed is set
;
(3) on moulding bed, hang on combination one, combination two, combination and three position assembling,, will fix center line, the segmentation position line, verticality and levelness when the location;
(4) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel is also located with pin-and-hole;
(5) along combination one, combination two, combination three longitudinal register, next group Core Walls Structure shear wall slab is installed, the poor and relative position of the upper and lower segmentation position line, groove gap, edges of boards must be fixed in location;
(6) behind location, adopt pin to squeeze into high-strength bolt hole location, rear installation girder steel is also located with pin-and-hole;
(7) repeating step (5) and step (6) are installed residue Core Walls Structure shear wall slab, and junction plate welding are set after completing between Core Walls Structure shear wall slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410440428.8A CN104196149B (en) | 2014-09-01 | 2014-09-01 | A kind of core cylinder shear wall slab and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410440428.8A CN104196149B (en) | 2014-09-01 | 2014-09-01 | A kind of core cylinder shear wall slab and assembling method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN104196149A true CN104196149A (en) | 2014-12-10 |
| CN104196149B CN104196149B (en) | 2016-06-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410440428.8A Active CN104196149B (en) | 2014-09-01 | 2014-09-01 | A kind of core cylinder shear wall slab and assembling method thereof |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130141185A (en) * | 2012-06-15 | 2013-12-26 | 홍종국 | The building wall structure and the constructing method thereof |
| CN203613677U (en) * | 2013-12-13 | 2014-05-28 | 广州市设计院 | Waveform welding reinforced steel plate-concrete combined shear wall |
| CN103821256A (en) * | 2014-01-26 | 2014-05-28 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle and steel plate concrete combined shear wall structure system |
| CN104032855A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Assembly-type cross-shaped mixed coupled wall and construction method thereof |
| CN203834738U (en) * | 2014-05-15 | 2014-09-17 | 中国建筑股份有限公司 | T-shaped prefabricated mixed coupled wall |
-
2014
- 2014-09-01 CN CN201410440428.8A patent/CN104196149B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130141185A (en) * | 2012-06-15 | 2013-12-26 | 홍종국 | The building wall structure and the constructing method thereof |
| CN203613677U (en) * | 2013-12-13 | 2014-05-28 | 广州市设计院 | Waveform welding reinforced steel plate-concrete combined shear wall |
| CN103821256A (en) * | 2014-01-26 | 2014-05-28 | 浙江杭萧钢构股份有限公司 | Steel pipe bundle and steel plate concrete combined shear wall structure system |
| CN104032855A (en) * | 2014-05-15 | 2014-09-10 | 中国建筑股份有限公司 | Assembly-type cross-shaped mixed coupled wall and construction method thereof |
| CN203834738U (en) * | 2014-05-15 | 2014-09-17 | 中国建筑股份有限公司 | T-shaped prefabricated mixed coupled wall |
Non-Patent Citations (1)
| Title |
|---|
| 赵健生等: "青岛某住宅小区9号楼工程结构优化设计", 《青岛理工大学学报》, vol. 30, no. 6, 15 December 2009 (2009-12-15) * |
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| Publication number | Publication date |
|---|---|
| CN104196149B (en) | 2016-06-08 |
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Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |