CN2040128U - Sectionally formwork-sliding unit used for concrete buildings - Google Patents

Sectionally formwork-sliding unit used for concrete buildings Download PDF

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Publication number
CN2040128U
CN2040128U CN 88210017 CN88210017U CN2040128U CN 2040128 U CN2040128 U CN 2040128U CN 88210017 CN88210017 CN 88210017 CN 88210017 U CN88210017 U CN 88210017U CN 2040128 U CN2040128 U CN 2040128U
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CN
China
Prior art keywords
formwork
template
utility
grooved rail
model
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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.)
Withdrawn
Application number
CN 88210017
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Chinese (zh)
Inventor
孙国栋
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to CN 88210017 priority Critical patent/CN2040128U/en
Publication of CN2040128U publication Critical patent/CN2040128U/en
Withdrawn legal-status Critical Current

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Abstract

The utility model discloses a sectional formwork-sliding unit used for various circular concrete buildings, particularly applicable for building the circular buildings, such as water-towers, granaries, chimneys, etc. The utility model is composed of an inner formwork, an outer formwork, a grooved rail and a formwork lifting support. The utility model adopts sectional formworks and an internal scaffolding, and consequently, the lifting devices of the formworks and the lifting technology are very simple, and the labor strength is reduced largely. The dynamic of the formwork lifting is only a hand-operating hoist, and the potting quality is guaranteed to be the same as quality of the integral formwork.

Description

Sectionally formwork-sliding unit used for concrete buildings
The utility model is a kind of sliding form apparatus that is used for concrete casting, is specially adapted to those garden type concrete structures, as various gardens type building and resemble construction things such as water tower, silo, chimneys.
In the engineering of present various gardens type concrete structure, generally all adopt the pouring of bulk metal template, or come placing of concrete with the box of timber Zhi Chengyu building phase homotype shape.Adopt above-mentioned two kinds of methods, though certain convenience is arranged in the pouring process, but moving of template just brought many difficulties, as the template of manufacturing with timber, when pouring face rises, need above the pouring face, prop up into the template of respective shapes again, in whole construction course, both waste a large amount of timber like this behind the original template completely knocked down, influence programming again, particularly inapplicable more this wooden form just in area that those timber resources lack.If the integral mold plate that adopts metal to make is also had any problem when rising mould in addition, all adopt jack to come supporting template to rise in the at present general construction, so just need a hydraulic control device and pipeline road etc.Particularly when buildings was big, the quantity of the jack of required usefulness is also corresponding to be increased, and what have is individual with tens or hundreds of.Because the quantity of jack increases, the engineering cost of required usefulness also improves thereupon.
The purpose of this utility model is exactly a kind of used segmentation sliding form apparatus of various types of concrete garden type building that is applicable to of design, can build the various gardens type buildings such as silo, water tower, chimney of different-diameter.
The utility model is by inner formword, exterior sheathing, grooved rail and rise mould holder and form.
Characteristics of the present utility model are that the integral mold plate with a garden type building is divided into several sections or tens sections, so both applicable to the garden type building of building different-diameter, also make to rise die process and become simply.
(1) in the accompanying drawing 1 is an inner formword, and (2) are exterior sheathing, and (3) are grooved rail.Inner and outer template all adopts the steel plate of 2 millimeters thick to manufacture by certain radian and forms, can in grooved rail, slide in order to make template, the angle steel that is welded with 40 millimeters at the two ends of template is as slideway, and the lifting when rising mould for convenience in addition is welded with two gardens rings above template.Grooved rail is to adopt the processing of 80# channel-section steel to manufacture to form, directly replace the pole-climbing of sliding formwork, will respectively there be a long shape hole at the grooved rail two ends, so that grooved rail is fixed on the cage of reinforcement in the building, in the side of grooved rail hole, two screwed gardens is arranged respectively also, so that be used for fixing template, slide when preventing to water.
Accompanying drawing 2 is an enforcement schematic diagram of the present utility model: (1) is inner formword, and (2) are exterior sheathing, and (3) are grooved rail.(4) be the holding screw of fixing grooved rail and template, (5) are the fixing bolt of grooved rail, and (6) are to be welded in the angle steel of template two ends as slideway.
2 pairs of enforcements of the present utility model are described further with reference to accompanying drawing, at first with inner formword, exterior sheathing and grooved rail.According to the wall thickness assembling of building, bolt gives and being welded in earlier on the cage of reinforcement, then grooved rail is fixed on the bolt, and about grooved rail will be fixed simultaneously.According to the given method of schematic diagram, template is fixed in orbit, with holding screw template is fixed on the grooved rail, the assembling of inner and outer template is just the same, so just can carry out concrete casting.
Accompanying drawing 3 is that of the present utility model another implemented schematic diagram, (1) is inner formword, (2) be exterior sheathing, (6) for rising mould holder, rising mould holder is to be welded with steel, foot at support is welded with a block plate, so that support is lain on the pouring face, pulley of the top extension of support, pass through pulley with a wire rope, tangle simultaneously with a suspender at an end of wire rope on the garden ring of inner and outer template, the other end is fixed on hand and removes on the cucurbit, rises simultaneously to start to remove cucurbit and just template can be risen.After one section template lifting finishes, support can be moved on to the top of another section template, after the same method template is promoted, after the whole liftings of the template of whole pouring face finish, just can carry out the pouring of next stage.
As in concrete pour works, adopting the utility model, project progress is accelerated, engineering cost reduces. Particularly the utility model is to adopt segmentation template and internal scaffolding, so just makes to rise die process and become simply, can reduce a large amount of mould equipment that rises, and makes to construct and become more safe and reliable.

Claims (3)

1, a kind of segmentation sliding form apparatus that is used for garden type concrete structure.It is characterized in that this device is by inner formword, exterior sheathing, grooved rail and rises mould holder formation.
2,, it is characterized in that inner formword and exterior sheathing all are to be manufactured by the steel plate of 2 millimeters thick to form, and be welded with 40 millimeters angle steel at the two ends of template as slideway according to the described sliding form apparatus of claim 1.
3,, it is characterized in that grooved rail is to be manufactured by the processing of 80# channel-section steel to form, and at two long shape holes of two ends processing, the side respectively there is hole, two screwed gardens according to the described sliding form apparatus of claim 1.
CN 88210017 1988-01-11 1988-01-11 Sectionally formwork-sliding unit used for concrete buildings Withdrawn CN2040128U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 88210017 CN2040128U (en) 1988-01-11 1988-01-11 Sectionally formwork-sliding unit used for concrete buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 88210017 CN2040128U (en) 1988-01-11 1988-01-11 Sectionally formwork-sliding unit used for concrete buildings

Publications (1)

Publication Number Publication Date
CN2040128U true CN2040128U (en) 1989-06-28

Family

ID=4843553

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 88210017 Withdrawn CN2040128U (en) 1988-01-11 1988-01-11 Sectionally formwork-sliding unit used for concrete buildings

Country Status (1)

Country Link
CN (1) CN2040128U (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155090A (en) * 2011-04-11 2011-08-17 江西省丰和营造集团有限公司 Combined slip form of multifunctional cast-in-place wall
CN102383591A (en) * 2011-09-08 2012-03-21 中国石化集团第十建设公司 Construction device and construction technology for slip formworks and reverse formworks
CN102419155A (en) * 2011-09-01 2012-04-18 中建三局第二建设工程有限责任公司 Concrete diameter construction survey control method for cooling tower and large-scale construction barrel
CN103184792A (en) * 2011-12-27 2013-07-03 五冶集团上海有限公司 Large-diameter water tower cylinder self-lifting system and usage thereof
CN108222499A (en) * 2018-02-13 2018-06-29 神翼航空器科技(天津)有限公司 New type formwork and its application method
CN109296197A (en) * 2018-09-30 2019-02-01 中国冶集团有限公司 Cylinder concrete structure pouring template and its construction method
CN111593876A (en) * 2020-07-22 2020-08-28 佛山市葳晟建筑设备有限公司 Internal and external scaffold and connecting mechanism thereof
CN114033165A (en) * 2021-11-22 2022-02-11 江苏万元模架工程有限公司 Template equipment for unbonded prestressed concrete silo slip form construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102155090A (en) * 2011-04-11 2011-08-17 江西省丰和营造集团有限公司 Combined slip form of multifunctional cast-in-place wall
CN102419155A (en) * 2011-09-01 2012-04-18 中建三局第二建设工程有限责任公司 Concrete diameter construction survey control method for cooling tower and large-scale construction barrel
CN102383591A (en) * 2011-09-08 2012-03-21 中国石化集团第十建设公司 Construction device and construction technology for slip formworks and reverse formworks
CN103184792A (en) * 2011-12-27 2013-07-03 五冶集团上海有限公司 Large-diameter water tower cylinder self-lifting system and usage thereof
CN103184792B (en) * 2011-12-27 2015-08-12 五冶集团上海有限公司 A kind of major diameter water tower stack shell is from Hoisting System and using method thereof
CN108222499A (en) * 2018-02-13 2018-06-29 神翼航空器科技(天津)有限公司 New type formwork and its application method
CN109296197A (en) * 2018-09-30 2019-02-01 中国冶集团有限公司 Cylinder concrete structure pouring template and its construction method
CN111593876A (en) * 2020-07-22 2020-08-28 佛山市葳晟建筑设备有限公司 Internal and external scaffold and connecting mechanism thereof
CN111593876B (en) * 2020-07-22 2020-12-15 佛山市葳晟建筑设备有限公司 Internal and external scaffold and connecting mechanism thereof
CN114033165A (en) * 2021-11-22 2022-02-11 江苏万元模架工程有限公司 Template equipment for unbonded prestressed concrete silo slip form construction

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