CN202913697U - Core model of reserved hole - Google Patents

Core model of reserved hole Download PDF

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Publication number
CN202913697U
CN202913697U CN2012204072645U CN201220407264U CN202913697U CN 202913697 U CN202913697 U CN 202913697U CN 2012204072645 U CN2012204072645 U CN 2012204072645U CN 201220407264 U CN201220407264 U CN 201220407264U CN 202913697 U CN202913697 U CN 202913697U
Authority
CN
China
Prior art keywords
reinforcing bar
core
steel bushing
hole
internal reinforcing
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
CN2012204072645U
Other languages
Chinese (zh)
Inventor
邹明超
张海洲
黄玉友
刘长超
李传贵
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.)
First Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Original Assignee
First Construction Co Ltd of China Construction Seventh Engineering Division Corp 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 First Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd filed Critical First Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Priority to CN2012204072645U priority Critical patent/CN202913697U/en
Application granted granted Critical
Publication of CN202913697U publication Critical patent/CN202913697U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A core model of a reserved hole comprises a handle (1), a steel sleeve (2) and an internal positioning reinforcing bar (3); the internal positioning reinforcing bar (3) is arranged in the axis of the steel sleeve (2), one end of the internal positioning reinforcing bar extends out from the undersurface of the steel sleeve (2), and two ends of the handle (1) are connected with the circumference edges of an upper panel of the steel sleeve (2). When the floorslab module is set, the internal positioning reinforcing bar (3) is aligned to the central position of the reserved hole opening, a template is penetrated through the positioning reinforcing bar to arrange the core model of the reserved hole on the template, so that the movement of the core template is avoided when the concrete is poured and vibrated. The core template of the reserved hole has the advantages of being convenient to install and remove, free of special fixing processing, regular in hole forming after being removed and free of damaging of concrete floorslab around the hole opening.

Description

A kind of hole to be provided core
Technical field
The design at upper and lower water pipe hole when the utility model relates to a kind of construction work floor slab construction is specifically related to a kind of hole to be provided core.
Background technology
In work progress, concrete floor should be reserved upper and lower water pipe hole, and existing core generally adopts cylindrical design, and without handle (1), need to be fixed processing to its position during installation, be not easy after the concreting to remove, and when removing lifting, destroy easily the hole surrounding concrete.
The utility model content
Technical problem to be solved in the utility model is the rear difficult dismounting of building that overcomes the conventional core mold existence, destroys easily the defective of hole surrounding concrete during lifting.
The technical scheme that its timely problem that solves the utility model adopts is a kind of hole to be provided core, mainly comprise handle (1), steel bushing (2), positioned internal reinforcing bar (3), wherein, positioned internal reinforcing bar (3) places steel bushing (2) axle center, and an end stretches out from steel bushing (2) bottom surface, the two ends of handle (1) connect respectively at the circumferential edge on the upper plane of steel bushing (2), when slab form install complete after, positioned internal reinforcing bar (3) is aimed at the reserved opening center, to play the location, the spacer bars of fixing effect passes template, hole to be provided core seat on template, core positioning when preventing that concreting from vibrating.
Hole to be provided core described in the utility model, wherein, the back cut diameter of described hole core and the difference of lower port diameter are 4--6cm.
Hole to be provided core described in the utility model, wherein, described lower port diameter is identical with the reserved water mouth of pipe, is pyramidal structure, and height is greater than slab thickness 10cm.
Hole to be provided core described in the utility model, wherein, the length that described positioned internal reinforcing bar (3) stretches out from steel bushing (2) bottom is not less than 5cm.
Hole to be provided core described in the utility model, wherein, described steel bushing (2) inside is provided with two Steel bar racks (4), one of them Steel bar rack (4) place steel bushing (2) middle part and with vertical connection of positioned internal reinforcing bar (3), another Steel bar rack (4) place steel bushing (2) decide face and with vertical connection of positioned internal reinforcing bar (3).
Described hole to be provided core of the present utility model, it is convenient to install, remove, and does not need special fixedly processing, is hole gauge after the dismounting then, and hole surrounding concrete floor can not be damaged.
Description of drawings
Fig. 1 is hole to be provided core mold structure schematic diagram.
Wherein, 5-hole to be provided diameter, the 6-template is thick to add 100.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail:
Embodiment 1
The described hole to be provided core of present embodiment, mainly comprise handle (1), steel bushing (2), positioned internal reinforcing bar (3), wherein, positioned internal reinforcing bar (3) places steel bushing (2) axle center, and an end stretches out from steel bushing (2) bottom surface, the two ends of handle (1) connect respectively at the circumferential edge on the upper plane of steel bushing (2), when slab form install complete after, positioned internal reinforcing bar (3) is aimed at the reserved opening center, to play the location, the spacer bars of fixing effect passes template, hole to be provided core seat on template, core positioning when preventing that concreting from vibrating.
The described hole to be provided core of present embodiment, wherein, the back cut diameter of described hole core and the difference of lower port diameter are 4cm.
The described hole to be provided core of present embodiment, wherein, described lower port diameter is identical with the reserved water mouth of pipe, is pyramidal structure, and height is greater than slab thickness 10cm.
The described hole to be provided core of present embodiment, wherein, the length 5cm that described positioned internal reinforcing bar (3) stretches out from steel bushing (2) bottom.
The described hole to be provided core of present embodiment, wherein, described steel bushing (2) inside is provided with two Steel bar racks (4), one of them Steel bar rack (4) place steel bushing (2) middle part and with vertical connection of positioned internal reinforcing bar (3), another Steel bar rack (4) place steel bushing (2) decide face and with vertical connection of positioned internal reinforcing bar (3).
The described hole to be provided core of present embodiment, it is convenient to install, remove, and does not need special fixedly processing, is hole gauge after the dismounting then, and hole surrounding concrete floor can not be damaged.
Embodiment 2
The described hole to be provided core of present embodiment, mainly comprise handle (1), steel bushing (2), positioned internal reinforcing bar (3), wherein, positioned internal reinforcing bar (3) places steel bushing (2) axle center, and an end stretches out from steel bushing (2) bottom surface, the two ends of handle (1) connect respectively at the circumferential edge on the upper plane of steel bushing (2), when slab form install complete after, positioned internal reinforcing bar (3) is aimed at the reserved opening center, to play the location, the spacer bars of fixing effect passes template, hole to be provided core seat on template, core positioning when preventing that concreting from vibrating.
The described hole to be provided core of present embodiment, wherein, the back cut diameter of described hole core and the difference of lower port diameter are 6cm.
The described hole to be provided core of present embodiment, wherein, described lower port diameter is identical with the reserved water mouth of pipe, is pyramidal structure, and height is greater than slab thickness 10cm.
The described hole to be provided core of present embodiment, wherein, the length 7cm that described positioned internal reinforcing bar (3) stretches out from steel bushing (2) bottom.
The described hole to be provided core of present embodiment, wherein, described steel bushing (2) inside is provided with two Steel bar racks (4), one of them Steel bar rack (4) place steel bushing (2) middle part and with vertical connection of positioned internal reinforcing bar (3), another Steel bar rack (4) place steel bushing (2) decide face and with vertical connection of positioned internal reinforcing bar (3).
The described hole to be provided core of present embodiment, it is convenient to install, remove, and does not need special fixedly processing, is hole gauge after the dismounting then, and hole surrounding concrete floor can not be damaged.
The above only is better embodiment of the present utility model, all any modifications of making within spirit of the present utility model and principle, is equal to and replaces and improvement etc., all should be included within the protection domain of the present utility model.

Claims (5)

1. hole to be provided core, it is characterized in that: described hole core mainly comprises handle (1), steel bushing (2), positioned internal reinforcing bar (3), wherein, positioned internal reinforcing bar (3) places steel bushing (2) axle center and an end to stretch out from steel bushing (2) bottom surface, and the two ends of handle (1) connect respectively at the circumferential edge on the upper plane of steel bushing (2).
2. according to the described hole to be provided core of claim 1, it is characterized in that: the back cut diameter of described hole core and the difference of lower port diameter are 4---6cm.
3. according to the described hole to be provided core of claim 2, it is characterized in that: described lower port diameter is identical with the reserved water mouth of pipe, is pyramidal structure, and height is greater than slab thickness 10cm.
4. according to the described hole to be provided core of claim 1, it is characterized in that: the length that described positioned internal reinforcing bar (3) stretches out from steel bushing (2) bottom is not less than 5cm.
5. according to the described hole to be provided core of claim 1, it is characterized in that: described steel bushing (2) inside is provided with two Steel bar racks (4), one of them Steel bar rack (4) place steel bushing (2) middle part and with vertical connection of positioned internal reinforcing bar (3), another Steel bar rack (4) place steel bushing (2) decide face and with vertical connection of positioned internal reinforcing bar (3).
CN2012204072645U 2012-08-17 2012-08-17 Core model of reserved hole Expired - Fee Related CN202913697U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012204072645U CN202913697U (en) 2012-08-17 2012-08-17 Core model of reserved hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012204072645U CN202913697U (en) 2012-08-17 2012-08-17 Core model of reserved hole

Publications (1)

Publication Number Publication Date
CN202913697U true CN202913697U (en) 2013-05-01

Family

ID=48162019

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012204072645U Expired - Fee Related CN202913697U (en) 2012-08-17 2012-08-17 Core model of reserved hole

Country Status (1)

Country Link
CN (1) CN202913697U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060737A (en) * 2014-04-16 2014-09-24 中建四局第三建筑工程有限公司 Washroom water-proof structure and construction method
CN107214821A (en) * 2017-06-28 2017-09-29 中国二十二冶集团有限公司 Assembled plate class member hole reserves mould and its application method
CN108532946A (en) * 2017-03-02 2018-09-14 许伊 A kind of new no-dust room, which is hung, tears formula ventilation template and its method for dismounting open
CN110565953A (en) * 2019-09-17 2019-12-13 北京天润建设有限公司 Construction method for reserving pipeline opening

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104060737A (en) * 2014-04-16 2014-09-24 中建四局第三建筑工程有限公司 Washroom water-proof structure and construction method
CN108532946A (en) * 2017-03-02 2018-09-14 许伊 A kind of new no-dust room, which is hung, tears formula ventilation template and its method for dismounting open
CN107214821A (en) * 2017-06-28 2017-09-29 中国二十二冶集团有限公司 Assembled plate class member hole reserves mould and its application method
CN110565953A (en) * 2019-09-17 2019-12-13 北京天润建设有限公司 Construction method for reserving pipeline opening

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130501

Termination date: 20130817