CN201753482U - Embedded part in cast-in-place concrete member - Google Patents

Embedded part in cast-in-place concrete member Download PDF

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Publication number
CN201753482U
CN201753482U CN2010202813723U CN201020281372U CN201753482U CN 201753482 U CN201753482 U CN 201753482U CN 2010202813723 U CN2010202813723 U CN 2010202813723U CN 201020281372 U CN201020281372 U CN 201020281372U CN 201753482 U CN201753482 U CN 201753482U
Authority
CN
China
Prior art keywords
cast
steel plate
concrete member
embedded part
built
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
CN2010202813723U
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Chinese (zh)
Inventor
谢良波
张明礼
王强强
谢孟霖
闫建薇
袁雅杰
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.)
ZHONGTAI CONSTRUCTION GROUP CO Ltd
Original Assignee
ZHONGTAI 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 ZHONGTAI CONSTRUCTION GROUP CO Ltd filed Critical ZHONGTAI CONSTRUCTION GROUP CO Ltd
Priority to CN2010202813723U priority Critical patent/CN201753482U/en
Application granted granted Critical
Publication of CN201753482U publication Critical patent/CN201753482U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building member used in building construction, in particular to an embedded part in a cast-in-place concrete member. The embedded part in the cast-in-place concrete member comprises a steel plate, anchor bolts, and screw rods, wherein the anchor bolts are welded to one side of the steel plate; the screw rods are welded to the other side of the steel plate and are provided with nuts; the steel plate has a plane dimension of 300mm*300mm and a thickness of 10mm; the length of the screw rod is 100mm; four screw rods and four anchor bolts are provided; and the screw rods adopt bolt bars of Phi 8 to Phi 12 and are provided with corresponding nuts. By adopting the embedded part for construction, the position accuracy of the embedded part and the engineering mounting quality are improved completely; and quality problems of coordinate displacement and inaccuracy of embedded parts for a factory building, equipment installation, and a process pipeline and the like are solved; moreover, the embedded part has good social and economic benefits.

Description

Built-in fitting in the cast-in-situ concrete member
Technical field
The utility model relates to the building unit that uses in a kind of building operations, particularly, relates to the built-in fitting in a kind of cast-in-situ concrete member.
Background technology
The crab-bolt leg colligation of built-in fitting or point being welded on the main muscle of post, wall, beam is the set-up mode of built-in fitting routine in the construction, this job practices is in the concrete vibration process, the position of built-in fitting is difficult to guarantee the accuracy of built-in fitting position easily by vibration displacement.Treat in the installation afterwards that majority need pick cutter afterwards, both out-of-flatness was also lack of standardization and pick the built-in fitting of digging out, and majority also do not meet the requirement of design coordinate position, even also having can not find of having, and need carry out bar planting or planted mode such as expansion bolt and handle.So not only influence the presentation quality of construction work, seriously, also influence structural strength, increase workload and waste material simultaneously.
The utility model content
For overcoming shortcoming of the prior art, the purpose of this utility model just provides the built-in fitting in a kind of novel cast-in-situ concrete member, and this embedded part structure is simple, easy for installation, avoids causing structural deterioration or needing shortcomings such as bar planting because of the built-in fitting displacement.
For achieving the above object, the utility model adopts following technical scheme:
Built-in fitting in the cast-in-situ concrete member comprises steel plate, crab-bolt and screw rod, and crab-bolt is welded on a side of steel plate, and screw rod is welded on the opposite side of steel plate, has nut on the screw rod;
Preferably, the steel plate planar dimension is 300mm * 300mm, and thickness is 10mm;
Preferably, spiro rod length is 100mm;
Preferably, the quantity of screw rod is four, and the quantity of crab-bolt is four;
Preferably, screw rod adopts the shank of bolt of φ 8-φ 12, and nut adopts the nut of respective model.
Built-in fitting in the utility model cast-in-situ concrete member has with advantage: adopt built-in fitting of the present utility model to construct, position accuracy rate, the project installation quality of built-in fitting have obtained comprehensive lifting, solved that factory building, equipment are installed and displacement, common quality defect such as inaccurate appear in built-in fitting coordinates such as process pipe easily, had good social benefit and economic benefit.
Description of drawings
Fig. 1 is the plane structure schematic diagram of the built-in fitting in the utility model cast-in-situ concrete member;
Fig. 2 is the perspective view of the built-in fitting in the utility model cast-in-situ concrete member;
Fig. 3 is the user mode schematic diagram of the built-in fitting in the utility model cast-in-situ concrete member;
Among the figure, 1, steel plate; 2, crab-bolt; 3, screw rod; 4, nut; 5, template; 6, cage of reinforcement.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further detail.
Shown in Fig. 1-2, the built-in fitting in the cast-in-situ concrete member comprises that steel plate 1, crab- bolt 2 and 3, four crab-bolts 2 of screw rod are welded on the side of steel plate 1, and four screw rods are welded on another side of steel plate 1, have nut 4 on the screw rod 3; Screw rod adopts the shank of bolt of φ 8-φ 12 and is furnished with corresponding nut; The steel plate planar dimension is 300mm * 300mm, and thickness is 10mm; Spiro rod length is 100mm.
As shown in Figure 3, when template 5 is installed, at built-in fitting design coordinate position place, electricity consumption is drilled on 1 corresponding coordinate position of template, get out than screw rod 3 bigger holes, then the screw rod 3 that welds on the built-in fitting therewith the hole to good, again nut 4 is tightened itself and screw rod with spanner at the back side of template, so that built-in fitting and template are fixedly secured, need not to fix, be not subjected to the change of the position of cage of reinforcement 6 when pouring into a mould with cage of reinforcement 6 and change, thereby the position that can guarantee built-in fitting is accurate.
During stripping, only need the mould outer nut 4 of built-in fitting is screwed down earlier, carry out form removable again; After treating form removable, in time nut 4 is screwed on the screw rod 3 effect that is not damaged of protection screw rod.

Claims (5)

1. the built-in fitting in the cast-in-situ concrete member comprises steel plate, crab-bolt and screw rod, and it is characterized in that: crab-bolt is welded on a side of steel plate, and screw rod is welded on the opposite side of steel plate, has nut on the screw rod.
2. the built-in fitting in the cast-in-situ concrete member according to claim 1 is characterized in that: the steel plate planar dimension is 300mm * 300mm, and thickness is 10mm.
3. the built-in fitting in the cast-in-situ concrete member according to claim 2 is characterized in that: spiro rod length is 100mm.
4. the built-in fitting in the cast-in-situ concrete member according to claim 3 is characterized in that: the quantity of screw rod is four, and the quantity of crab-bolt is four.
5. the built-in fitting in the cast-in-situ concrete member according to claim 4 is characterized in that: screw rod adopts the shank of bolt of φ 8-φ 12, and nut adopts the nut of respective model.
CN2010202813723U 2010-08-04 2010-08-04 Embedded part in cast-in-place concrete member Expired - Fee Related CN201753482U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202813723U CN201753482U (en) 2010-08-04 2010-08-04 Embedded part in cast-in-place concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202813723U CN201753482U (en) 2010-08-04 2010-08-04 Embedded part in cast-in-place concrete member

Publications (1)

Publication Number Publication Date
CN201753482U true CN201753482U (en) 2011-03-02

Family

ID=43621213

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010202813723U Expired - Fee Related CN201753482U (en) 2010-08-04 2010-08-04 Embedded part in cast-in-place concrete member

Country Status (1)

Country Link
CN (1) CN201753482U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362222A (en) * 2013-07-05 2013-10-23 北京东方福霖大型楼板有限公司 SP prestressed hollow slab with bolting embedded parts
CN108468388A (en) * 2018-03-29 2018-08-31 中建八局第二建设有限公司 A kind of built-in fitting and its construction method
CN109235683A (en) * 2018-09-07 2019-01-18 昆明理工大学 A kind of tensile device and method of shock-insulation building
CN110512746A (en) * 2019-08-20 2019-11-29 山东广发建材制品有限公司 A kind of split type built-in fitting of precast stair and its application method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362222A (en) * 2013-07-05 2013-10-23 北京东方福霖大型楼板有限公司 SP prestressed hollow slab with bolting embedded parts
CN103362222B (en) * 2013-07-05 2016-01-27 北京东方福霖大型楼板有限公司 A kind of SP prestressed cored slab with bolt embedded part
CN108468388A (en) * 2018-03-29 2018-08-31 中建八局第二建设有限公司 A kind of built-in fitting and its construction method
CN109235683A (en) * 2018-09-07 2019-01-18 昆明理工大学 A kind of tensile device and method of shock-insulation building
CN110512746A (en) * 2019-08-20 2019-11-29 山东广发建材制品有限公司 A kind of split type built-in fitting of precast stair and its application method

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

Granted publication date: 20110302

Termination date: 20160804