CN103029204A - Modularized side form for prefabricating superimposed sheet - Google Patents

Modularized side form for prefabricating superimposed sheet Download PDF

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Publication number
CN103029204A
CN103029204A CN2012105732609A CN201210573260A CN103029204A CN 103029204 A CN103029204 A CN 103029204A CN 2012105732609 A CN2012105732609 A CN 2012105732609A CN 201210573260 A CN201210573260 A CN 201210573260A CN 103029204 A CN103029204 A CN 103029204A
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China
Prior art keywords
side form
superimposed sheet
slotted eye
angle steel
fixture block
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Application number
CN2012105732609A
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Chinese (zh)
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CN103029204B (en
Inventor
肖健
胡勇
张�林
周小军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Zhongnan Construction Industry Group Co., Ltd.
Original Assignee
NANTONG CONSTRUCTION GENERAL CONTRACTOR CO Ltd
Zhongnan Construction (shenyang) Construction Industry Co Ltd
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Application filed by NANTONG CONSTRUCTION GENERAL CONTRACTOR CO Ltd, Zhongnan Construction (shenyang) Construction Industry Co Ltd filed Critical NANTONG CONSTRUCTION GENERAL CONTRACTOR CO Ltd
Priority to CN201210573260.9A priority Critical patent/CN103029204B/en
Publication of CN103029204A publication Critical patent/CN103029204A/en
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Publication of CN103029204B publication Critical patent/CN103029204B/en
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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

A kind of modularization side form of prefabricated superimposed sheet
Technical field
The present invention relates to a kind of modularization side form of prefabricated superimposed sheet, belong to building field.
Background technology
The superimposed sheet of fabricated assembly overall shear wall structure system, its reinforcing bar stretches into the bearing anchoring according to code requirement, and need satisfy the requirement of the relevant anchoring of plate lower floor reinforcing bar.Because the Reinforcement Design of each superimposed sheet is different, the spacing of reinforcing bar particularly, therefore when the superimposed sheet batch production was produced, the side of template often needed to dispose 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, modulus according to the spacing conventional design of superimposed sheet reinforcing bar, carry out modularization and join mould, not only greatly saved template, improve turnover rate, accelerated simultaneously plant produced efficient.
Technical scheme: the modularization side form of a kind of prefabricated superimposed sheet of the present invention, comprise the side form angle steel, have be used to the slotted eye that passes the superimposed sheet protruding bar spacing 100mm of described slotted eye or 150mm on the described side form angle steel; The bottom arrangement of reinforcement of superimposed sheet carries out the requirement of arrangement of reinforcement when meeting most of Architectural Structure Design 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 and can insert the rubber fixture block that slotted eye prevents 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 along its length is 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 that fits with the 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 fit 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, modulus according to the spacing conventional design of superimposed sheet reinforcing bar, carry out modularization and join mould, not only greatly saved template, improve turnover rate, accelerated simultaneously plant produced efficient.
Description of 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.
The specific embodiment
The below is elaborated to technical solution of the present invention, but protection scope of the present invention is not limited to described embodiment.
Embodiment 1, as shown in Figures 1 to 4, and a kind of modularization side form of prefabricated superimposed sheet, comprise side form angle steel 1, have on the described side form angle steel 1 be used to the slotted eye 2 that passes the superimposed sheet protruding bar, the spacing 100mm of described slotted eye 2 or 150mm, the width of described slotted eye 2 are 12mm; This side form also comprises and can insert the rubber fixture block 3 that slotted eye prevents 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 along its length is 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 that fits with the superimposed sheet protruding bar, and the diameter of described through hole 5 is 12mm.
As mentioned above, although the specific preferred embodiment of reference has represented and has explained the present invention that it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite that does not break away from the claims definition, can make in the form and details various variations to it.

Claims (4)

1. the modularization side form of a prefabricated superimposed sheet comprises the side form angle steel, has be used to the slotted eye that passes the superimposed sheet protruding bar on the described side form angle steel, it is characterized in that the spacing 100mm of described slotted eye or 150mm.
2. the modularization side form of prefabricated superimposed sheet according to claim 1 is characterized in that, the width of described slotted eye is 12mm.
3. the modularization side form of prefabricated superimposed sheet according to claim 2 is characterized in that, this side form also comprises can insert the rubber fixture block that slotted eye prevents reinforced steel bar perforation position concrete spillage.
4. the modularization side form of prefabricated superimposed sheet according to claim 3, it is characterized in that, 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 along its length is convenient to the groove that slotted eye both sides steel disc inserts, and the bottom of described rubber fixture block has the semi-circular through hole that fits with the superimposed sheet protruding bar, and the diameter of described through hole is 12mm.
CN201210573260.9A 2012-12-26 2012-12-26 Modularized side form for prefabricating superimposed sheet Active CN103029204B (en)

Priority Applications (1)

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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)

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CN103029204A true CN103029204A (en) 2013-04-10
CN103029204B CN103029204B (en) 2014-12-10

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Cited By (10)

* Cited by examiner, † Cited by third party
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
CN106003384A (en) * 2016-06-08 2016-10-12 安徽海龙建筑工业有限公司 Mortise-and-tenon butt joint type mould side plate
CN108839208A (en) * 2018-05-07 2018-11-20 申季龙 The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element
CN108858690A (en) * 2018-07-10 2018-11-23 青岛腾远设计事务所有限公司 It is a kind of for producing the mold and application method of precast concrete
CN109435019A (en) * 2018-09-28 2019-03-08 邯郸市曙光新型建材科技有限公司 Prefabricated superimposed sheet, which is poured, to be poured with mold frame and prefabricated superimposed sheet and is used 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
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
CN113609566A (en) * 2021-08-18 2021-11-05 上海中森建筑与工程设计顾问有限公司 Design method and assembly and disassembly method of prefabricated laminated slab 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)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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

Cited By (14)

* Cited by examiner, † Cited by third party
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
CN106003384A (en) * 2016-06-08 2016-10-12 安徽海龙建筑工业有限公司 Mortise-and-tenon butt joint type mould side plate
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
US11105104B2 (en) 2018-03-06 2021-08-31 Peri Formwork Systems, Inc. Formwork apparatus and method for producing vertical wall sections that include connection reinforcement elements for a floor
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
CN108839208A (en) * 2018-05-07 2018-11-20 申季龙 The module and pin-connected panel mold of a kind of adaptive reinforcing bar of concrete prefabricated element
CN108858690A (en) * 2018-07-10 2018-11-23 青岛腾远设计事务所有限公司 It is a kind of for producing the mold and application method of precast concrete
CN109435019A (en) * 2018-09-28 2019-03-08 邯郸市曙光新型建材科技有限公司 Prefabricated superimposed sheet, which is poured, to be poured with mold frame and prefabricated superimposed sheet and is used mold
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
CN113609566A (en) * 2021-08-18 2021-11-05 上海中森建筑与工程设计顾问有限公司 Design method and assembly and disassembly method of prefabricated laminated slab and prefabricated 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

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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.

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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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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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