CN203271124U - Formwork for floor horizontal construction gap - Google Patents

Formwork for floor horizontal construction gap Download PDF

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Publication number
CN203271124U
CN203271124U CN 201320313422 CN201320313422U CN203271124U CN 203271124 U CN203271124 U CN 203271124U CN 201320313422 CN201320313422 CN 201320313422 CN 201320313422 U CN201320313422 U CN 201320313422U CN 203271124 U CN203271124 U CN 203271124U
Authority
CN
China
Prior art keywords
formwork
template
horizontal construction
floor horizontal
grooves
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.)
Expired - Fee Related
Application number
CN 201320313422
Other languages
Chinese (zh)
Inventor
曹振田
单玉斌
杨春杰
杨薇
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.)
China Construction Sixth Engineering Division Co Ltd
Original Assignee
China Construction Sixth Engineering Division Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Sixth Engineering Division Co Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN 201320313422 priority Critical patent/CN203271124U/en
Application granted granted Critical
Publication of CN203271124U publication Critical patent/CN203271124U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a formwork for a floor horizontal construction gap. The formwork for the floor horizontal construction gap comprises a formwork body. A plurality of grooves are formed in the bottom of the formwork body or a plurality of grooves are formed in the top of the formwork body and the bottom of the formwork body, the width of each groove and the height of each groove are larger than the diameter of one reinforcing steel bar by 2mm, and the distance between every two adjacent grooves is equal to the distance between every two adjacent reinforcing steel bars. The formwork for the floor horizontal construction gap has the advantages of being easy to manufacture, convenient to construct, capable of being used in a turnover mode, not prone to thick liquid leakage and capable of reducing cost.

Description

A kind of template for the floor horizontal construction joint
Technical field
The utility model relates to a kind of template, relates in particular to a kind of template for the floor horizontal construction joint.
Background technology
Expansion along with construction scope, the individual layer area is increasing, in order to prevent the appearance of thermal cracking, the ater-casting often is set, and in work progress, inevitably keep somewhere constuction joint, constuction joint (ater-casting) is located installing of template and is just seemed particularly important, and usually adopts at present expanded metal lath, flitch to arrange, and causes spillage, waste material, impression quality is also poor, causes the phenomenon of afterwards picking cutter.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, provides a kind of and can not cause spillage, reduces costs, and impression quality is good, can not cause a kind of template for the floor horizontal construction joint of afterwards picking cutter.
A kind of template for the floor horizontal construction joint of the present utility model, it comprises template, the bottom of described template has a plurality of grooves or all has a plurality of grooves in top and the bottom of described template, described recess width and highly be bar diameter and add 2mm, the spacing of two adjacent grooves is rebar spacing.
Advantage of the present utility model: make simple, easy construction, can have enough to meet the need use, be difficult for spillage, reduced cost.
Description of drawings
Fig. 1 is the structural representation of a kind of embodiment of a kind of template for the floor horizontal construction joint of the present utility model;
Fig. 2 is the structural representation of the another kind of embodiment of a kind of template for the floor horizontal construction joint of the present utility model;
Fig. 3 is the structural representation of installing and using of template shown in Figure 1;
Fig. 4 is the structural representation of installing and using of template shown in Figure 2.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
A kind of template for the floor horizontal construction joint of the present utility model as shown in drawings, it comprises template 1, the bottom of described template has a plurality of grooves or all has a plurality of grooves in top and the bottom of described template, described recess width and highly be bar diameter and add 2mm, the spacing of two adjacent grooves is rebar spacing.
The using method of this structure is: during the individual layer reinforcing bar, as shown in Figure 3, at template bottom installation batten, reinforcing bar snaps in the template bottom groove, and the back side reinforces fixing with shortage and iron nail; During double steel bar, as shown in Figure 4, template bottom and above batten is installed respectively, reinforcing bar snaps in respectively on template in low groove up and down, the back side reinforces fixing with shortage and iron nail.

Claims (1)

1. template that is used for the floor horizontal construction joint, it comprises template, it is characterized in that: the bottom of described template has a plurality of grooves or all has a plurality of grooves in top and the bottom of described template, described recess width and highly be bar diameter and add 2mm, the spacing of two adjacent grooves is rebar spacing.
CN 201320313422 2013-05-31 2013-05-31 Formwork for floor horizontal construction gap Expired - Fee Related CN203271124U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320313422 CN203271124U (en) 2013-05-31 2013-05-31 Formwork for floor horizontal construction gap

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320313422 CN203271124U (en) 2013-05-31 2013-05-31 Formwork for floor horizontal construction gap

Publications (1)

Publication Number Publication Date
CN203271124U true CN203271124U (en) 2013-11-06

Family

ID=49501564

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320313422 Expired - Fee Related CN203271124U (en) 2013-05-31 2013-05-31 Formwork for floor horizontal construction gap

Country Status (1)

Country Link
CN (1) CN203271124U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104099873A (en) * 2014-07-09 2014-10-15 中铁四局集团第五工程有限公司 Horizontal rebar embedding reinforcement formwork and mounting method thereof
CN105696631A (en) * 2016-04-20 2016-06-22 宝业湖北建工集团有限公司 Post-cast strip baffle, baffle support system and erection method of support system
CN106567537A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Concrete floor manufacturing mold and method
CN107447982A (en) * 2016-05-30 2017-12-08 五冶集团上海有限公司 A kind of armored concrete index bed horizontal direction construction joint marching method
CN107489269A (en) * 2017-08-24 2017-12-19 中国建筑第八工程局有限公司 Alter-pouring strips mould plate system and its construction method
CN107584635A (en) * 2017-09-13 2018-01-16 长沙远大住宅工业集团股份有限公司 A kind of template for concrete prefabricated element shaping

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104099873A (en) * 2014-07-09 2014-10-15 中铁四局集团第五工程有限公司 Horizontal rebar embedding reinforcement formwork and mounting method thereof
CN105696631A (en) * 2016-04-20 2016-06-22 宝业湖北建工集团有限公司 Post-cast strip baffle, baffle support system and erection method of support system
CN105696631B (en) * 2016-04-20 2017-12-29 宝业湖北建工集团有限公司 A kind of erection method of post-cast strip baffle plate, baffle plate support system and support system
CN107447982A (en) * 2016-05-30 2017-12-08 五冶集团上海有限公司 A kind of armored concrete index bed horizontal direction construction joint marching method
CN107447982B (en) * 2016-05-30 2019-06-14 五冶集团上海有限公司 A kind of armored concrete index bed horizontal direction construction joint marching method
CN106567537A (en) * 2016-10-19 2017-04-19 北京城建北方建设有限责任公司 Concrete floor manufacturing mold and method
CN106567537B (en) * 2016-10-19 2019-02-01 北京城建北方建设有限责任公司 The production mold and production method of concrete floor
CN107489269A (en) * 2017-08-24 2017-12-19 中国建筑第八工程局有限公司 Alter-pouring strips mould plate system and its construction method
CN107584635A (en) * 2017-09-13 2018-01-16 长沙远大住宅工业集团股份有限公司 A kind of template for concrete prefabricated element shaping

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131106

Termination date: 20180531

CF01 Termination of patent right due to non-payment of annual fee