CN201443203U - Mold of preformed hole of cast-in-place reinforced concrete slab - Google Patents

Mold of preformed hole of cast-in-place reinforced concrete slab Download PDF

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Publication number
CN201443203U
CN201443203U CN2009200251907U CN200920025190U CN201443203U CN 201443203 U CN201443203 U CN 201443203U CN 2009200251907 U CN2009200251907 U CN 2009200251907U CN 200920025190 U CN200920025190 U CN 200920025190U CN 201443203 U CN201443203 U CN 201443203U
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CN
China
Prior art keywords
bolt
plastic pipe
cross
reinforced concrete
preformed hole
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
CN2009200251907U
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Chinese (zh)
Inventor
郭收田
崔玉军
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.)
Zhongqi Jiaojian Group Corp Ltd
Original Assignee
QINGDAO JIAOZHOU CONSTRUCTION GROUP 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 QINGDAO JIAOZHOU CONSTRUCTION GROUP CO Ltd filed Critical QINGDAO JIAOZHOU CONSTRUCTION GROUP CO Ltd
Priority to CN2009200251907U priority Critical patent/CN201443203U/en
Application granted granted Critical
Publication of CN201443203U publication Critical patent/CN201443203U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a mold of a preformed hole of a cast-in-place reinforced concrete slab, which comprises an upper template, a lower template and a side template, and is characterized in that the mold further comprises a bolt penetrating through the upper template and the lower template, a plastic pipe sheathed on the bolt and a cross-shaped iron fixture; the cross-shaped iron fixture comprises two iron bars that are vertical to each other and fixedly connected; and the center of the cross-shaped iron fixture is provided with a screw hole; the bolt is fixedly connected with the screw hole of the cross-shaped iron fixture after passing through the upper template; the diameter of the bolt is 6 mm; and the inner diameter of the plastic pipe is more than the diameter of the bolt. The mold has the following advantages: the plastic pipe is positioned by the bolt; then the bolt is closely fixed on the upper template and the lower template by the cross-shaped iron fixture, thereby avoiding the movement of the plastic pipe during the process of the casting; therefore, the positioning is accurate without causing loss due to the failure of the casting of the preformed hole opening.

Description

A kind of in-situ reinforced concrete slab preformed hole mould
Technical field
The utility model relates to a kind of cast-in-situ steel reinforced concrete mould, particularly a kind of in-situ reinforced concrete slab preformed hole mould.
Background technology
In the construction work, when the upper and lower conduit road passes through the cast-in-situ steel reinforced concrete template, need to reserve the aperture on the floor; at present; generally the mode that adopts is, is placed on the position of preformed hole with waste and old pipe or fragment of brick, sticks in or blocks with nail; but this mode is very unstable; in the time of concreting, be easy to generate displacement or be stuck, be difficult for the demoulding or rejecting; thereby it is very inconvenient and in case cause and build failure, can cause very big waste again.
Summary of the invention
Problem to be solved in the utility model is: a kind of accurate positioning is provided and can build the wasting in-situ reinforced concrete slab preformed hole mould of failure because of reserving the aperture.
In order to solve the problems of the technologies described above, in-situ reinforced concrete slab preformed hole mould of the present utility model, comprise cope match-plate pattern, lower bolster and side template, it is characterized in that: also comprise a bolt that runs through cope match-plate pattern and lower bolster, be set in plastic pipe and cross iron jig on the bolt, described cross iron jig comprises two mutual vertical and fixedly connected iron bars, the center of described cross iron jig is provided with a screwed hole, and described bolt is fixedlyed connected with the screwed hole on the cross iron jig after passing cope match-plate pattern.
In order to allow bolt from plastic pipe, deviate from smoothly, in-situ reinforced concrete slab preformed hole mould of the present utility model, the diameter of described bolt is 6mm, the internal diameter of described plastic pipe is greater than the diameter of bolt.
The beneficial effect that the utility model is obtained is: by bolt plastic pipe is positioned, with the cross iron jig bolt tightly is fixed on cope match-plate pattern and the lower bolster then, avoided moving of in the process of building plastic pipe, therefore not only accurate positioning, and can not build failure and cause damage because of reserving the aperture.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of cross iron jig.
Among the figure: 1, side template, 2, cope match-plate pattern, 3, bolt, 4, the cross iron jig, 5, plastic pipe, 6, lower bolster, 7, screwed hole, 8, iron bar.
The specific embodiment
As depicted in figs. 1 and 2, in-situ reinforced concrete slab preformed hole mould of the present utility model, comprise cope match-plate pattern 2, lower bolster 6 and side template 1, also comprise a bolt 3 that runs through cope match-plate pattern 2 and lower bolster 6, be set in plastic pipe 5 and cross iron jig 4 on the bolt 3, described cross iron jig 4 comprises two mutual vertical and fixedly connected iron bars 8, the center of described cross iron jig 4 is provided with a screwed hole 7, and described bolt 3 passes cope match-plate pattern 2 backs fixedlys connected with the screwed hole 7 on the cross iron jig 4; The diameter of described bolt 3 is 6mm, and the internal diameter of described plastic pipe 5 is greater than the diameter of bolt 3.
When using, bolt 3 is passed from lower bolster 6, plastic pipe 5 is nested on the bolt 3, and then bolt 3 passed cope match-plate pattern 2, rotation cross iron jig 4 makes bolt 3 be fixed on firmly on cope match-plate pattern 2 and the lower bolster 6, just can build at last.
Build finish after because the internal diameter of plastic pipe 5 is greater than the diameter of bolt 3, thus the reinforced concrete floor that bolt 3 is easy to after build extract out, in order to using again next time.
In-situ reinforced concrete slab preformed hole mould of the present utility model positions by 3 pairs of plastic pipes 5 of bolt, and it is accurate to guarantee to reserve the position, aperture, and can also guarantee that can not build failure because of the reservation aperture causes waste.

Claims (2)

1. in-situ reinforced concrete slab preformed hole mould, comprise cope match-plate pattern (2), lower bolster (6) and side template (1), it is characterized in that: also comprise a bolt (3) that runs through cope match-plate pattern (2) and lower bolster (6), be set in plastic pipe (5) and cross iron jig (4) on the bolt (3), described cross iron jig (4) comprises two mutual vertical and fixedly connected iron bars (8), the center of described cross iron jig (4) is provided with a screwed hole (7), and described bolt (3) passes cope match-plate pattern (2) back fixedlys connected with the screwed hole (7) on the cross iron jig (4).
2. in-situ reinforced concrete slab preformed hole mould according to claim 1 is characterized in that: the diameter of described bolt (3) is 6mm, and the internal diameter of described plastic pipe (5) is greater than the diameter of bolt (3).
CN2009200251907U 2009-05-18 2009-05-18 Mold of preformed hole of cast-in-place reinforced concrete slab Expired - Fee Related CN201443203U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009200251907U CN201443203U (en) 2009-05-18 2009-05-18 Mold of preformed hole of cast-in-place reinforced concrete slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009200251907U CN201443203U (en) 2009-05-18 2009-05-18 Mold of preformed hole of cast-in-place reinforced concrete slab

Publications (1)

Publication Number Publication Date
CN201443203U true CN201443203U (en) 2010-04-28

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009200251907U Expired - Fee Related CN201443203U (en) 2009-05-18 2009-05-18 Mold of preformed hole of cast-in-place reinforced concrete slab

Country Status (1)

Country Link
CN (1) CN201443203U (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102127968A (en) * 2011-01-17 2011-07-20 湖南省第五工程有限公司 Method for grouting floor slab bushing hole reservation preembedding die and grouting die
CN102912978A (en) * 2012-11-07 2013-02-06 中建三局第二建设工程有限责任公司 One-step forming temporary protection device for floor reserved hole and construction method
CN104420632A (en) * 2013-08-28 2015-03-18 博麟水电材料有限公司 Wall surface pipe sleeve structure
CN105317230A (en) * 2014-08-01 2016-02-10 中天建设集团有限公司 Fixing method of beam and wall pre-embedded horizontal sleeve
CN105401720A (en) * 2014-09-10 2016-03-16 中天建设集团有限公司 Fixing tool for plate-permeable embedded casing pipe
CN105510158A (en) * 2016-01-11 2016-04-20 河南理工大学 Anchor solid dynamic tensile testing device and method
CN105538483A (en) * 2015-12-07 2016-05-04 河海大学 Concrete mould with steel bar planting hole preforming function and pouring method thereof
CN106223611A (en) * 2016-07-22 2016-12-14 中铁城建集团第三工程有限公司 Standpipe hole presetting mold and construction method thereof
CN106760514A (en) * 2017-01-23 2017-05-31 中国华冶科工集团有限公司 Downcomer hole to be provided service sleeve and built-in process
CN109518959A (en) * 2018-12-20 2019-03-26 筑梦高科建筑有限公司 A kind of porthole producing device of semi-solid forming

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102127968A (en) * 2011-01-17 2011-07-20 湖南省第五工程有限公司 Method for grouting floor slab bushing hole reservation preembedding die and grouting die
CN102127968B (en) * 2011-01-17 2013-01-09 湖南省第五工程有限公司 Method for grouting floor slab bushing hole reservation preembedding die and grouting die
CN102912978A (en) * 2012-11-07 2013-02-06 中建三局第二建设工程有限责任公司 One-step forming temporary protection device for floor reserved hole and construction method
CN104420632A (en) * 2013-08-28 2015-03-18 博麟水电材料有限公司 Wall surface pipe sleeve structure
CN105317230A (en) * 2014-08-01 2016-02-10 中天建设集团有限公司 Fixing method of beam and wall pre-embedded horizontal sleeve
CN105401720A (en) * 2014-09-10 2016-03-16 中天建设集团有限公司 Fixing tool for plate-permeable embedded casing pipe
CN105538483A (en) * 2015-12-07 2016-05-04 河海大学 Concrete mould with steel bar planting hole preforming function and pouring method thereof
CN105510158A (en) * 2016-01-11 2016-04-20 河南理工大学 Anchor solid dynamic tensile testing device and method
CN105510158B (en) * 2016-01-11 2018-04-03 河南理工大学 Anchoring body dynamic tensile test device and experimental method
CN106223611A (en) * 2016-07-22 2016-12-14 中铁城建集团第三工程有限公司 Standpipe hole presetting mold and construction method thereof
CN106760514A (en) * 2017-01-23 2017-05-31 中国华冶科工集团有限公司 Downcomer hole to be provided service sleeve and built-in process
CN109518959A (en) * 2018-12-20 2019-03-26 筑梦高科建筑有限公司 A kind of porthole producing device of semi-solid forming

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: ZHONGQI JIAOJIAN GROUP CO., LTD.

Free format text: FORMER NAME: QINGDAO JIAOZHOU CONSTRUCTION GROUP CO., LTD.

CP03 Change of name, title or address

Address after: 266310 No. 92 South Fuzhou Road, Qingdao, Shandong, Jiaozhou

Patentee after: Zhongqi Jiaojian Group Co., Ltd.

Address before: 266000 Fuzhou South Road, Shandong, Qingdao, No. 92, No.

Patentee before: Qingdao Jiaozhou Construction Group Co., Ltd.

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100428

Termination date: 20140518