CN103029204B - Modularized side form for prefabricating superimposed sheet - Google Patents
Modularized side form for prefabricating superimposed sheet Download PDFInfo
- Publication number
- CN103029204B CN103029204B CN201210573260.9A CN201210573260A CN103029204B CN 103029204 B CN103029204 B CN 103029204B CN 201210573260 A CN201210573260 A CN 201210573260A CN 103029204 B CN103029204 B CN 103029204B
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- CN
- China
- Prior art keywords
- side form
- superimposed sheet
- slotted eye
- angle steel
- fixture block
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 230000007306 turnover Effects 0.000 abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract 2
- 230000003014 reinforcing effect Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a modularized side form for prefabricating a superimposed sheet, and the side form comprises side form angle steel; slotted holes for reinforcing steel bars extending out of the superimposed sheet to penetrate through are arranged on the side form angle steel; and the spacing of the slotted holes is 100mm to 150mm. According to the modularized side form for prefabricating the superimposed sheet, modularized mold fitting is carried out according to the modulus of the commonly used design of the spacing between the reinforcing steel bars of the superimposed sheet, so that not only are templates saved and is the turnover rate improved, but also the production efficiency of a factory is improved.
Description
Technical field
The modularization side form that the present invention relates to a kind of prefabricated superimposed sheet, belongs to building field.
Background technology
The superimposed sheet of fabricated assembly overall shear wall structure system, its reinforcing bar stretches into bearing anchoring according to code requirement, and need meet the requirement of the relevant anchoring of plate lower floor reinforcing bar.Because the Reinforcement Design of each superimposed sheet is different, the particularly spacing of reinforcing bar, therefore, in the time that superimposed sheet batch production is produced, the side of template often needs to configure different templates according to different bar spacings, causes the versatility of template low, wastes very large.
Summary of the invention
Goal of the invention: the object of the invention is to for the deficiencies in the prior art, a kind of modularization side form of prefabricated superimposed sheet is provided, according to the modulus of the spacing conventional design of superimposed sheet reinforcing bar, carry out modularization and join mould, not only greatly save template, improve turnover rate, accelerated plant produced efficiency simultaneously.
Technical scheme: the modularization side form of a kind of prefabricated superimposed sheet of the present invention, comprise side form angle steel, on described side form angle steel, have for the slotted eye through superimposed sheet protruding bar, the spacing 100mm of described slotted eye or 150mm; While meeting most of Architectural Structure Design, the bottom arrangement of reinforcement of superimposed sheet carries out the requirement of arrangement of reinforcement according to modulus 100mm, 150mm.
Further, the width of described slotted eye is 12mm; The maximum reinforcing bar that can place diameter 12mm, its bar diameter of arrangement of reinforcement of general superimposed sheet is no more than this specification.
Further, this side form also comprises the rubber fixture block that can insert slotted eye and prevent reinforced steel bar perforation position concrete spillage.
Further, the thickness of described rubber fixture block is greater than the thickness of side form angle steel, width is greater than the width of slotted eye, length is greater than the length of slotted eye, and its both sides have is along its length convenient to the groove that slotted eye both sides steel disc inserts, the bottom of described rubber fixture block has the semi-circular through hole fitting with superimposed sheet protruding bar, and the diameter of described through hole is 12mm.
Above-mentioned side form angle steel is fixed with magnetic box, has greatly increased the turnover of side form, be applicable to different size superimposed sheet join mould.
The present invention compared with prior art, its beneficial effect is: the modularization side form of a kind of prefabricated superimposed sheet of the present invention, according to the modulus of the spacing conventional design of superimposed sheet reinforcing bar, carry out modularization and join mould, not only greatly save template, improve turnover rate, accelerated plant produced efficiency simultaneously.
Brief description of the drawings
Fig. 1 is structural representation of the present invention.
Fig. 2 is the front view of described rubber fixture block.
Fig. 3 is the left view of described rubber fixture block.
Fig. 4 is the top view of described rubber fixture block.
Detailed description of the invention
Below technical solution of the present invention is elaborated, but protection scope of the present invention is not limited to described embodiment.
Embodiment 1, as shown in Figures 1 to 4, a kind of modularization side form of prefabricated superimposed sheet, comprise side form angle steel 1, on described side form angle steel 1, have for the slotted eye 2 through superimposed sheet protruding bar, the spacing 100mm of described slotted eye 2 or 150mm, the width of described slotted eye 2 is 12mm; This side form also comprises the rubber fixture block 3 that can insert slotted eye and prevent reinforced steel bar perforation position concrete spillage simultaneously; the thickness of described rubber fixture block 3 is greater than the thickness of side form angle steel 1; width is greater than the width of slotted eye 2; length is greater than the length of slotted eye 2; and its both sides have is along its length convenient to the groove 4 that slotted eye 2 both sides steel discs insert; the bottom of described rubber fixture block 3 has the semi-circular through hole 5 fitting with superimposed sheet protruding bar, and the diameter of described through hole 5 is 12mm.
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 (1)
1. a modularization side form for prefabricated superimposed sheet, comprises side form angle steel, has for the slotted eye through superimposed sheet protruding bar on described side form angle steel, it is characterized in that, and the spacing 100mm of described slotted eye or 150mm, the width of described slotted eye is 12mm; This side form also comprises the rubber fixture block that can insert slotted eye and prevent reinforced steel bar perforation position concrete spillage; the thickness of described rubber fixture block is greater than the thickness of side form angle steel; width is greater than the width of slotted eye; length is greater than the length of slotted eye; and its both sides have is along its length convenient to the groove that slotted eye both sides steel disc inserts; the bottom of described rubber fixture block has the semi-circular through hole fitting with superimposed sheet protruding bar, and the diameter of described through hole is 12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210573260.9A CN103029204B (en) | 2012-12-26 | 2012-12-26 | Modularized side form for prefabricating superimposed sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210573260.9A CN103029204B (en) | 2012-12-26 | 2012-12-26 | Modularized side form for prefabricating superimposed sheet |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103029204A CN103029204A (en) | 2013-04-10 |
| CN103029204B true CN103029204B (en) | 2014-12-10 |
Family
ID=48016853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210573260.9A Active CN103029204B (en) | 2012-12-26 | 2012-12-26 | Modularized side form for prefabricating superimposed sheet |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103029204B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104260190A (en) * | 2014-08-06 | 2015-01-07 | 三一汽车制造有限公司 | Side mould, sealing clamp and mould and method for producing reinforced wall |
| CN106003384B (en) * | 2016-06-08 | 2018-05-29 | 安徽海龙建筑工业有限公司 | Plate by Tenon dock mold |
| DE102018203262A1 (en) * | 2018-03-06 | 2019-09-12 | Peri Gmbh | Shuttering device and method for producing vertical wall sections with connection reinforcement elements for a floor slab |
| CN108839208B (en) * | 2018-05-07 | 2021-02-26 | 申季龙 | Module and pin-connected panel mould of self-adaptation reinforcing bar for concrete prefabricated component |
| CN108858690B (en) * | 2018-07-10 | 2020-04-17 | 青岛腾远设计事务所有限公司 | Mold for producing precast concrete member and use method |
| CN109435019B (en) * | 2018-09-28 | 2020-08-25 | 邯郸市曙光新型建材科技有限公司 | Prefabricated superimposed sheet is pour and is pour with mould frame and prefabricated superimposed sheet and use mould |
| CN110421699A (en) * | 2019-07-25 | 2019-11-08 | 德睿盛兴（大连）装配式建筑科技有限公司 | A kind of assembled side form of prefabricated component |
| CN113417461A (en) * | 2021-07-12 | 2021-09-21 | 中建八局广西建设有限公司 | Slurry leakage prevention structure for splicing of assembled building laminated slab |
| CN113609566B (en) * | 2021-08-18 | 2024-01-26 | 上海中森建筑与工程设计顾问有限公司 | Design method of prefabricated laminated slab, assembly and disassembly method and prefabricated laminated slab |
| CN114800848A (en) * | 2022-05-11 | 2022-07-29 | 保利长大工程有限公司 | Bridge deck precast slab construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0093697A2 (en) * | 1982-05-04 | 1983-11-09 | Heinz Witschi | Method and apparatus for manufacturing a structural element for use as a permanent shuttering |
| EP0519146B1 (en) * | 1991-06-17 | 1995-01-18 | Brefeba N.V. | Stop-end shuttering |
| CN201232351Y (en) * | 2008-06-13 | 2009-05-06 | 中建三局第二建设工程有限责任公司 | Cast-in-place floor construction joint baffle |
| CN102126248A (en) * | 2010-01-19 | 2011-07-20 | 黑龙江宇辉新型建筑材料有限公司 | Mould for primary moulding of stirrup-exposed flexible material matched members and member processing method |
| CN202344670U (en) * | 2011-11-08 | 2012-07-25 | 中铁十七局集团第四工程有限公司 | Grout stopping device for reserved reinforcement holes of precast beam end template |
| CN202985746U (en) * | 2012-12-26 | 2013-06-12 | 中南建设（沈阳）建筑产业有限公司 | Modular side form of prefabricated superimposed slab |
-
2012
- 2012-12-26 CN CN201210573260.9A patent/CN103029204B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0093697A2 (en) * | 1982-05-04 | 1983-11-09 | Heinz Witschi | Method and apparatus for manufacturing a structural element for use as a permanent shuttering |
| EP0519146B1 (en) * | 1991-06-17 | 1995-01-18 | Brefeba N.V. | Stop-end shuttering |
| CN201232351Y (en) * | 2008-06-13 | 2009-05-06 | 中建三局第二建设工程有限责任公司 | Cast-in-place floor construction joint baffle |
| CN102126248A (en) * | 2010-01-19 | 2011-07-20 | 黑龙江宇辉新型建筑材料有限公司 | Mould for primary moulding of stirrup-exposed flexible material matched members and member processing method |
| CN202344670U (en) * | 2011-11-08 | 2012-07-25 | 中铁十七局集团第四工程有限公司 | Grout stopping device for reserved reinforcement holes of precast beam end template |
| CN202985746U (en) * | 2012-12-26 | 2013-06-12 | 中南建设（沈阳）建筑产业有限公司 | Modular side form of prefabricated superimposed slab |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103029204A (en) | 2013-04-10 |
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| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: NANTONG CONSTRUCTION GENERAL CONTRACTOR CO., LTD. Effective date: 20141023 Owner name: JIANGSU ZHONGNAN CONSTRUCTION INDUSTRY GROUP CO., Free format text: FORMER OWNER: SHENYANG CONSTRUCTION CO., LTD. OF CENTRAL SOUTH CONSTRUCTION GROUP LTD. Effective date: 20141023 |
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| CB03 | Change of inventor or designer information |
Inventor after: Chen Yaogang Inventor after: Zhang Jun Inventor after: Hu Yong Inventor after: Zhang Lin Inventor after: Zhou Xiaojun Inventor before: Xiao Jian Inventor before: Hu Yong Inventor before: Zhang Lin Inventor before: Zhou Xiaojun |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: XIAO JIAN HU YONG ZHANG LIN ZHOU XIAOJUN TO: CHEN YAOGANG ZHANG JUN HU YONG ZHANG LIN ZHOU XIAOJUN Free format text: CORRECT: ADDRESS; FROM: 110000 SHENYANG, LIAONING PROVINCE TO: 226124 NANTONG, JIANGSU PROVINCE |
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Effective date of registration: 20141023 Address after: 226124 Jiangsu Province Haimen Changle Town of Zhongnan Group F / 5 Applicant after: Jiangsu Zhongnan Construction Industry Group Co., Ltd. Address before: 110000, No. twenty-two, No. 45, Shenyang economic and Technological Development Zone, Shenyang, Liaoning Applicant before: Zhongnan Construction (Shenyang) Construction Industry Co., Ltd. Applicant before: Nantong Construction General Contractor Co., Ltd. |
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