CN105275202A - Supporting system of pre-stressed concrete laminated slab of shear wall structure - Google Patents
Supporting system of pre-stressed concrete laminated slab of shear wall structure Download PDFInfo
- Publication number
- CN105275202A CN105275202A CN201410350615.7A CN201410350615A CN105275202A CN 105275202 A CN105275202 A CN 105275202A CN 201410350615 A CN201410350615 A CN 201410350615A CN 105275202 A CN105275202 A CN 105275202A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- boats
- wooden
- tree
- making timber
- 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
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
A supporting system of a pre-stressed concrete laminated slab of a shear wall structure belongs to the field of building construction and comprises a quadruple shear wall body, a first wood brace, a second wood brace and a laminated slab, wherein Z-shaped fixation parts are arranged uniformly on the upper annular circumference on the inner wall of the quadruple shear wall body, the lower part of the Z-shaped fixation part is fixed on the shear wall body, an U-shaped groove is formed between the upper part of the Z-shaped fixation part and the wall part, and the first wood brace is respectively clamped in the U-shaped groove of the row of Z-shaped fixation parts on the upper part of each shear wall body. The supporting system of the pre-stressed concrete laminated slab of the shear wall structure provided by the invention is beneficial in that (1) construction operations of this invention are simple and convenient and can guarantee a construction period; (2) installation quality of the laminated slab can be controlled easily, and evenness can be guaranteed; and (3) the laminated slab provided by the invention is definite in load carrying, safe and reliable, and eliminates safety hidden dangers of template frame collapse with a traditional manner.
Description
Technical field
The invention belongs to the realm of building construction, be specially a kind of support system of prestressed concrete overlapped slab of shear wall structure.
Background technology
As shown in Figure 4, the support system of the prestressed concrete overlapped slab of existing shear wall structure comprises scaffold 20, the second wooden a tree, used in making timber for boats 21 be supported on scaffold 20, and be arranged on upper end in the quadruple shear wall body of wall of four sides form rectangular frame by the first wooden a tree, used in making timber for boats 22, the first wooden a tree, used in making timber for boats 22 is by steel pipe 23 diagonal brace.
Following defect is there is in above-mentioned support system in work progress:
1, first install integral-scaffold 20, after install the first wooden a tree, used in making timber for boats 22, can construct after whole shear wall large template must having been hung, progress is slower;
2, the first wooden a tree, used in making timber for boats 22 steel pipe 23 carries out diagonal brace, and steel pipe 23 circulation material uses more, needs many people to coordinate, and during construction, safety factor is lower;
3, the first wooden a tree, used in making timber for boats 22 adopts steel pipe 23 diagonal brace and scaffold 20 to reinforce, and intensity can not ensure, occurs spillage phenomenon during concreting, and concrete perception is poor.
Summary of the invention
The object of the invention is to improve one and can better control superimposed sheet installation quality, ensure the support system of the prestressed concrete overlapped slab of the shear wall structure of the smooth installation degree of superimposed sheet.
The technical scheme realizing above-mentioned purpose is: the support system of the prestressed concrete overlapped slab of shear wall structure, comprise quadruple shear wall body of wall, first wooden a tree, used in making timber for boats, second wooden a tree, used in making timber for boats and superimposed sheet, upper end in quadruple shear wall body of wall is respectively arranged with the rectangular frame of the first wooden a tree, used in making timber for boats composition, the upper surface of the first wooden a tree, used in making timber for boats is concordant with the upper surface of shear wall body, scaffold has been built on ground in quadruple shear wall body of wall, on scaffold, interval is supported with the polylith second wooden a tree, used in making timber for boats parallel with the first wooden a tree, used in making timber for boats of length direction both sides, the upper surface of the second wooden a tree, used in making timber for boats is concordant with the upper surface of the first wooden a tree, used in making timber for boats, superimposed sheet is supported on the bracing frame that is made up of the first wooden a tree, used in making timber for boats and the second wooden a tree, used in making timber for boats, plate seam base plate is provided with in plate seam between adjacent superimposed sheet, described plate seam backplanes support is on corresponding second wooden a tree, used in making timber for boats, it is characterized in that: quadruple shear wall body of wall inwall top loop week be evenly equipped with Z-shaped fixture, the bottom of Z-shaped fixture fits in shear wall body, and and fixed by screw rod through walls between shear wall body, form U-lag between the top of described Z-shaped fixture and body of wall, described first wooden a tree, used in making timber for boats is placed in the U-lag of the Z-shaped fixture of a row on shear wall body top, every face respectively.
The two ends that above-mentioned superimposed sheet is supported on side on the first wooden a tree, used in making timber for boats and superimposed sheet extend on the upper surface of corresponding shear wall body.
Beneficial effect of the present invention:
1) constructing operation of the present invention is simple and convenient, can ensure the duration; 2) superimposed sheet installation quality is easily controlled, can planeness be ensured; 3) superimposed sheet of the present invention is stressed clear and definite, safe and reliable, the potential safety hazard that the template frame eliminating traditional approach caves in; 4) the present invention can reduce the discharge of noise in work progress, reduces the pollution of job site, and the effective protection of the environment of energy, reaches the effect of energy-conserving and environment-protective.5) the present invention can save a large amount of circulation materials and recruitment, guarantees that enterprise obtains larger economic benefit.
Accompanying drawing explanation
Fig. 1 is top view of the present invention;
Fig. 2 is that the A-A of Fig. 1 is to sectional view;
Fig. 3 is that the B-B of Fig. 1 is to sectional view;
Fig. 4 is the structural representation of prior art.
Detailed description of the invention
As shown in Figure 1, 2, 3, the present invention includes quadruple shear wall body of wall 1, scaffold 2, first wooden a tree, used in making timber for boats 3, second wooden a tree, used in making timber for boats 4 and two pieces of superimposed sheets 5.
Quadruple shear wall body of wall 1 inwall be evenly equipped with Z-shaped fixture 6 top loop week, the bottom of Z-shaped fixture 6 fits in shear wall body 1, and and fixed by screw rod 7 through walls between shear wall body 1, the first U-lag 8 is formed between the top of described Z-shaped fixture 6 and body of wall 1, the first wooden a tree, used in making timber for boats 3 is all equipped with in first U-lag 8 of the Z-shaped fixture of one row on shear wall body 1 top, every face, on quadruple shear wall body of wall 1 first wooden a tree, used in making timber for boats 3 forms rectangular frame 10, and the upper surface of the first wooden a tree, used in making timber for boats 3 is concordant with the upper surface of shear wall body 1.
Scaffold 2 has been built on ground in quadruple shear wall body of wall 1, the upper end of scaffold 2 is connected with many row's steel push rods 13, steel push rod 13 upper end is provided with the second U-lag 15, the middle part of steel push rod 13 is provided with flange 14, the lower end of steel push rod 13 is inserted in the vertical steel pipe of scaffold 2, and supported by intermediate flange 14, a support bar 12 parallel with the wooden a tree, used in making timber for boats 3 of first on side, front and back shear wall body 1 is all supported with in the second U-lag 15 often arranging steel push rod 13 upper end, support bar 12 is arranged at intervals with four pieces of second wooden a tree, used in making timber for boats 4 parallel with the first wooden a tree, used in making timber for boats 3 of length direction both sides, the upper surface of the second wooden a tree, used in making timber for boats 4 is concordant with the upper surface of the first wooden a tree, used in making timber for boats 3.
Two pieces of superimposed sheets 5 are supported on the bracing frame that is made up of the first wooden a tree, used in making timber for boats 3 and the second wooden a tree, used in making timber for boats 4, plate seam base plate 9 is provided with in plate seam between adjacent superimposed sheet 5, described plate seam base plate 9 is supported on and is positioned on two piece of second middle wooden a tree, used in making timber for boats 4, and the two ends that two pieces of superimposed sheets 5 are supported on side on the first wooden a tree, used in making timber for boats 3 and two pieces of superimposed sheets 5 extend on the upper surface of corresponding shear wall body 1.
Claims (3)
1. the support system of the prestressed concrete overlapped slab of shear wall structure, comprise quadruple shear wall body of wall, first wooden a tree, used in making timber for boats, second wooden a tree, used in making timber for boats and superimposed sheet, upper end in quadruple shear wall body of wall is respectively arranged with the rectangular frame of the first wooden a tree, used in making timber for boats composition, the upper surface of the first wooden a tree, used in making timber for boats is concordant with the upper surface of shear wall body, scaffold has been built on ground in quadruple shear wall body of wall, on scaffold, interval is supported with the polylith second wooden a tree, used in making timber for boats parallel with the first wooden a tree, used in making timber for boats of length direction both sides, the upper surface of the second wooden a tree, used in making timber for boats is concordant with the upper surface of the first wooden a tree, used in making timber for boats, superimposed sheet is supported on the bracing frame that is made up of the first wooden a tree, used in making timber for boats and the second wooden a tree, used in making timber for boats, plate seam base plate is provided with in plate seam between adjacent superimposed sheet, described plate seam backplanes support is on corresponding second wooden a tree, used in making timber for boats, it is characterized in that: quadruple shear wall body of wall inwall top loop week be evenly equipped with Z-shaped fixture, the bottom of Z-shaped fixture is fixed on shear wall body, form U-lag between the top of Z-shaped fixture and body of wall, described first wooden a tree, used in making timber for boats is placed in the U-lag of the Z-shaped fixture of a row on shear wall body top, every face respectively.
2. the support system of the prestressed concrete overlapped slab of shear wall structure according to claim 1, is characterized in that: fixed by screw rod through walls between the bottom of described Z-shaped fixture and shear wall body.
3. the support system of the prestressed concrete overlapped slab of shear wall structure according to claim 1, is characterized in that: the two ends that described superimposed sheet is supported on side on the first wooden a tree, used in making timber for boats and superimposed sheet extend on the upper surface of corresponding shear wall body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410350615.7A CN105275202A (en) | 2014-07-23 | 2014-07-23 | Supporting system of pre-stressed concrete laminated slab of shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410350615.7A CN105275202A (en) | 2014-07-23 | 2014-07-23 | Supporting system of pre-stressed concrete laminated slab of shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105275202A true CN105275202A (en) | 2016-01-27 |
Family
ID=55144952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410350615.7A Pending CN105275202A (en) | 2014-07-23 | 2014-07-23 | Supporting system of pre-stressed concrete laminated slab of shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105275202A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
| CN108661313A (en) * | 2018-08-15 | 2018-10-16 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
| CN110748154A (en) * | 2018-07-24 | 2020-02-04 | 青岛腾远设计事务所有限公司 | Laminated floor slab supporting system with universal ball adjusting device and mounting method |
-
2014
- 2014-07-23 CN CN201410350615.7A patent/CN105275202A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649325A (en) * | 2016-03-18 | 2016-06-08 | 中建科技河南有限公司 | Adjustable tripod supporting system and method of fabricated concrete shear wall structure |
| CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
| CN110748154A (en) * | 2018-07-24 | 2020-02-04 | 青岛腾远设计事务所有限公司 | Laminated floor slab supporting system with universal ball adjusting device and mounting method |
| CN108661313A (en) * | 2018-08-15 | 2018-10-16 | 哈尔滨学院 | A kind of cast-in-place linkage section mould plate supporting device of tool-type concrete folding plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105275202A (en) | Supporting system of pre-stressed concrete laminated slab of shear wall structure | |
| CN103967273B (en) | Concrete floor slab placement concrete mould plate supporting device | |
| CN202627493U (en) | Combined template for constructing elevator shaft | |
| CN201202272Y (en) | Rapid replacement formwork for tall building construction | |
| CN203878995U (en) | Side wall stair formwork | |
| CN204418662U (en) | A kind of building vertical structure typified form negative and positive angle bracing means | |
| CN103774838B (en) | A kind of construction of lift well assembling safe operation platform and using method | |
| CN201991226U (en) | Flange template support structure | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN203961280U (en) | The support system of the prestressed concrete overlapped slab of shear wall structure | |
| CN102720159B (en) | Adjusting device specially for steel hoop two-way suspension supporting system | |
| CN205088951U (en) | Many function combination jackscrew | |
| CN104295089A (en) | Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system | |
| CN203701596U (en) | Scissor-type connecting-rod keel-supporting system | |
| CN207727978U (en) | Girderless floor bolumn cap template reinforcing device | |
| CN202990415U (en) | Nuclear power plant four tubular post early detaching supporting device | |
| CN205369922U (en) | Adjustable suspension type C shaped steel formwork support device | |
| CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair | |
| CN204040457U (en) | Wood frame plastic formwork system | |
| CN202787970U (en) | Template fixing piece | |
| CN204826653U (en) | Stupefied fixing clip of vertical back of body of aluminum mould board | |
| CN203878984U (en) | Novel bathroom falls forming system of board | |
| CN210976594U (en) | Auxiliary mounting device for laminated plate | |
| CN207453466U (en) | A kind of abnormity column template | |
| CN104153570A (en) | Fast formwork supporting system of cast-in-place floor of steel structure building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160127 |
|
| WD01 | Invention patent application deemed withdrawn after publication |