CN202047597U - Sleeve fixator - Google Patents

Sleeve fixator Download PDF

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Publication number
CN202047597U
CN202047597U CN2011201081436U CN201120108143U CN202047597U CN 202047597 U CN202047597 U CN 202047597U CN 2011201081436 U CN2011201081436 U CN 2011201081436U CN 201120108143 U CN201120108143 U CN 201120108143U CN 202047597 U CN202047597 U CN 202047597U
Authority
CN
China
Prior art keywords
shaped pressing
cross
clinching
sleeve
nut
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
CN2011201081436U
Other languages
Chinese (zh)
Inventor
刘光星
王伟民
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.)
Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Original Assignee
Second 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 Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd filed Critical Second Construction Co Ltd of China Construction Seventh Engineering Division Corp Ltd
Priority to CN2011201081436U priority Critical patent/CN202047597U/en
Application granted granted Critical
Publication of CN202047597U publication Critical patent/CN202047597U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a sleeve fixator which is used for fixing a sleeve on a bottom pattern plate. The sleeve fixator comprises a cross-shaped pressing buckle, a hook bolt and a nut. The cross-shaped pressing buckle is composed of four L-shaped pressing plates, the L-shaped pressing plates comprise short sides and long sides, the short sides are bent to form a right angle with the long sides, strip-shaped through holes are arranged in the middle of the long sides, the long sides of two L-shaped pressing plates are oppositely overlapped to form a Pi-shaped pressing buckle, and two Pi--shaped pressing buckles are mutually staggered to form the cross-shaped pressing buckle. The lower end of the hook bolt is provided with a hook formed by a bent right angle, and the upper end of the hook bolt is provided with threads. The cross-shaped pressing buckle is arranged at the upper edge mouth of the sleeve, and short sides of the cross-shaped pressing buckle are buckled at the upper mouth edge of the sleeve. The upper end of the hook bolt passes through an opening hole of the bottom pattern plate, the hook is connected with the bottom pattern plate, and the upper end of the hook bolt passes through the strip-shaped through hole from the sleeve to be connected with the nut. The sleeve fixator has a simple structure, is convenient and fast to assemble and disassemble and can be reused.

Description

Anchor
[technical field]
The utility model relates to the building operations instrument, relates in particular to a kind of anchor, is used for fixing pre-buried sleeve pipe in Cast-in-place concrete floor slab construction process.
[background technology]
In building operations, service sleeve and preformed hole are important and frequent working procedures.Particularly in Cast-in-place concrete floor slab construction process, in order to satisfy the needs that water, electricity, vapour, air-conditioning duct etc. are installed, prior corresponding sleeve pipe of set aside pre-embedded of palpus or preformed hole during civil engineering.
Traditional set aside pre-embedded method is as follows:
1) before the concrete construction, service sleeve adopts direct pre-buried method, and reinforcing bar such as outside of sleeve and floor etc. nearby carry out respective fixation;
2) adopt the method for back perforate to set up sleeve pipe (or preformed hole) after the concrete structure construction finishes.
The weak point of traditional set aside pre-embedded method is:
1) outside of sleeve and floor etc. nearby reinforcing bar to fix its method improper, concrete is built in the process because the influence of lateral pressure can cause sleeve pipe to produce lateral displacement, can not guarantee the accurate position of set aside pre-embedded;
2) carrying out secondary perforate meeting after structure is finished again influences the concrete architecture quality, particularly when perforate is big, presses code requirement, can't increase reinforcing rib around the hole, causes local cracking easily.
[summary of the invention]
The technical problems to be solved in the utility model provides a kind of simple in structure, installs and removes anchor easily.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is that a kind of anchor is used for sleeve pipe is fixed on soffit formwork, comprises cross clinching, HOOK BOLTS and nut; Described cross clinching is made of four L shaped pressing plates, L shaped pressing plate comprises minor face and long limit, and the minor face bending meets at right angles with long limit, and the centre on long limit has the bar shaped groove, the long limit of two L shaped pressing plates is built up a font clinching in opposite directions, the clinching of the interlaced formation cross of two door fonts clinching; The HOOK BOLTS lower end is the eave tile of right angle bending, and there is screw thread the upper end, and the bar shaped groove that the cross pressing plate is passed in the upper end of HOOK BOLTS is connected with nut.
Above-mentioned nut edge joint weld spreading bar round steel.
The length of above-mentioned HOOK BOLTS and the height of sleeve pipe are suitable.
The beneficial effects of the utility model are that simple in structure, it is convenient to install and remove, and can reuse.
[description of drawings]
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is the utility model anchor embodiment front view (installment state).
Fig. 2 is the utility model anchor embodiment vertical view (installment state).
Among the figure, 1-sleeve pipe, 2-HOOK BOLTS, 3-nut, the rectangular round steel of 4-, 5-L shape pressing plate, 6-L shape pressing plate, 7-L shape pressing plate, 8-L shape pressing plate, 9-soffit formwork.
[specific embodiment]
In Fig. 1, a kind of anchor is used in advance sleeve pipe 1 being fixed on soffit formwork 9 before the cast-in-situ floor construction, comprises cross clinching, HOOK BOLTS 2 and nut 3.
In Fig. 2, the cross clinching is made of four L shaped pressing plates, L shaped pressing plate comprises minor face and long limit, the minor face bending meets at right angles with long limit, the centre on long limit has the bar shaped groove, the long limit of L shaped pressing plate 5 and 6 is built up a font clinching in opposite directions, and the long limit with L shaped pressing plate 7 and 8 is built up the clinching of another one door font in opposite directions equally, again with the clinching of the interlaced formation cross of two door fonts clinching.
HOOK BOLTS 2 lower ends are the eave tile of right angle bending, and there is screw thread the upper end.
During installation, the cross clinching is contained in the upper edge hole place of sleeve pipe 1, the minor face of cross clinching is buckled in sleeve pipe 1 upper brim edge.The height that the length of HOOK BOLTS 2 will compare sleeve pipe 1 omits long.A strip hole is dug in the sleeve pipe center on soffit formwork, the lower end of HOOK BOLTS 2 tapping from soffit formwork is passed, eave tile is revolved again and turn 90 degrees the back and be connected with soffit formwork 9, the bar shaped groove that the upper end of HOOK BOLTS 2 is passed the cross pressing plate in the sleeve pipe 1 is connected with nut 3.
For convenient quick fastening nut 3, at nut edge joint weld spreading bar round steel 4, rectangular round steel serves as handle to be used.

Claims (3)

1. an anchor is used for sleeve pipe is fixed on soffit formwork, it is characterized in that, comprises cross clinching, HOOK BOLTS and nut; Described cross clinching is made of four L shaped pressing plates, described L shaped pressing plate comprises minor face and long limit, the minor face bending meets at right angles with long limit, the centre on long limit has strip through-hole, the long limit of two L shaped pressing plates is built up a font clinching in opposite directions, the clinching of the interlaced formation cross of two door fonts clinching; Described HOOK BOLTS lower end is the eave tile of right angle bending, and there is screw thread the upper end, and the strip through-hole that the cross pressing plate is passed in the upper end of HOOK BOLTS is connected with nut.
2. anchor according to claim 1 is characterized in that, described nut edge joint weld spreading bar round steel.
3. anchor according to claim 1 is characterized in that, the length of described HOOK BOLTS and the height of sleeve pipe are suitable.
CN2011201081436U 2011-04-13 2011-04-13 Sleeve fixator Expired - Fee Related CN202047597U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201081436U CN202047597U (en) 2011-04-13 2011-04-13 Sleeve fixator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201081436U CN202047597U (en) 2011-04-13 2011-04-13 Sleeve fixator

Publications (1)

Publication Number Publication Date
CN202047597U true CN202047597U (en) 2011-11-23

Family

ID=44987910

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201081436U Expired - Fee Related CN202047597U (en) 2011-04-13 2011-04-13 Sleeve fixator

Country Status (1)

Country Link
CN (1) CN202047597U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103174248A (en) * 2013-04-16 2013-06-26 合肥建工集团有限公司 Cast-in-place concrete hollow slab with GRF box member fixed by flat-ended internal threaded rod
CN103291072A (en) * 2013-05-31 2013-09-11 上海宝冶集团有限公司 Method for reserving holes in floors by aid of PVC (polyvinyl chloride) sleeves
CN106468075A (en) * 2015-08-18 2017-03-01 五冶集团上海有限公司 A kind of toilet pipe sleeve fixing meanss
CN106836799A (en) * 2017-04-06 2017-06-13 成都市第三建筑工程公司 Reserved sleeve pipe and formwork for placing can be had enough to meet the need
CN107363984A (en) * 2017-08-09 2017-11-21 中国水利水电第七工程局有限公司 A kind of device for being used to fix prefabricated beam bridge floor tapping pipe
CN111644746A (en) * 2020-06-08 2020-09-11 江苏统联科技股份有限公司 Auxiliary clamping method for cross welding of circular tube

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103174248A (en) * 2013-04-16 2013-06-26 合肥建工集团有限公司 Cast-in-place concrete hollow slab with GRF box member fixed by flat-ended internal threaded rod
CN103174248B (en) * 2013-04-16 2015-05-13 合肥建工集团有限公司 Cast-in-place concrete hollow slab with GRF box member fixed by flat-ended internal threaded rod
CN103291072A (en) * 2013-05-31 2013-09-11 上海宝冶集团有限公司 Method for reserving holes in floors by aid of PVC (polyvinyl chloride) sleeves
CN106468075A (en) * 2015-08-18 2017-03-01 五冶集团上海有限公司 A kind of toilet pipe sleeve fixing meanss
CN106836799A (en) * 2017-04-06 2017-06-13 成都市第三建筑工程公司 Reserved sleeve pipe and formwork for placing can be had enough to meet the need
CN107363984A (en) * 2017-08-09 2017-11-21 中国水利水电第七工程局有限公司 A kind of device for being used to fix prefabricated beam bridge floor tapping pipe
CN107363984B (en) * 2017-08-09 2023-05-05 中国水利水电第七工程局有限公司 Device for fixing precast beam bridge deck drain pipe
CN111644746A (en) * 2020-06-08 2020-09-11 江苏统联科技股份有限公司 Auxiliary clamping method for cross welding of circular tube

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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: 20111123

Termination date: 20140413