CN204023791U - Embedding anchor bolts device - Google Patents

Embedding anchor bolts device Download PDF

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Publication number
CN204023791U
CN204023791U CN201420475372.5U CN201420475372U CN204023791U CN 204023791 U CN204023791 U CN 204023791U CN 201420475372 U CN201420475372 U CN 201420475372U CN 204023791 U CN204023791 U CN 204023791U
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CN
China
Prior art keywords
backing plate
stone bolt
cylinder mould
rebar cylinder
size
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.)
Active
Application number
CN201420475372.5U
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Chinese (zh)
Inventor
叶群彬
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 MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
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Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201420475372.5U priority Critical patent/CN204023791U/en
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Publication of CN204023791U publication Critical patent/CN204023791U/en
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Abstract

Embedding anchor bolts device belongs to concrete casting device, particularly relates to a kind of building concrete and builds embedding anchor bolts device.Feature also comprises size backing plate, and described stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.Advantage is novel structure, and structure letter is gathered, rationally, be easy to manufacture, practical, cost is low; Adopt the interaction of horizontal dimension backing plate and rebar cylinder mould, invariably there is the crooked dimensional errors caused in foot bolt, ensures follow-up equipment Fast Installation, improves speed of application, ensures that construction is carried out smoothly.

Description

Embedding anchor bolts device
Technical field
The utility model belongs to concrete casting device, particularly relates to a kind of building concrete and builds embedding anchor bolts device.
Background technology
Pre-embedded anchoring bolts is the indispensable engineering step of building operations, for follow-up building operations provides effective guarantee.Pre-embedded anchoring bolts in current building operations, otherwise directly stone bolt is afterwards vertical and rebar cylinder mould is placed on the ground, or stone bolt is welded on rebar cylinder mould, then use concreting.The defect existed is that above-mentioned two kinds of modes all can to cause stone bolt to occur in pre-buried process in varying degrees crooked, especially the second way, stone bolt bends with rebar cylinder mould and seriously occurs dimensional errors, affect the installation of follow-up equipment, construction speed is slow, and construction quality cannot ensure.
Utility model content
In order to overcome the defect of prior art, the purpose of this utility model is to provide simple, the practical embedding anchor bolts device of a kind of structure, and invariably the crooked dimensional errors caused appears in foot bolt, ensures follow-up equipment Fast Installation, improve speed of application, ensure that construction is carried out smoothly.
Embedding anchor bolts device, comprises stone bolt and rebar cylinder mould, is characterized in also comprising size backing plate, and described stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.
The utility model improves further, and described size backing plate is square, and is plane up and down, size backing plate is at least all established three through holes match with stone bolt.
The utility model improves further, left and right screw thread is established in the upper end of described stone bolt, screw thread is established in lower end, stone bolt lower end with nut is inserted in the through hole of size backing plate, through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts, ensure that stone bolt is in vertical state all the time, not easily occur dimensional errors.
Compared with prior art, advantage is novel structure, and structure letter is gathered, rationally, be easy to manufacture, practical, cost is low; Adopt the interaction of horizontal dimension backing plate and rebar cylinder mould, invariably there is the crooked dimensional errors caused in foot bolt, ensures follow-up equipment Fast Installation, improves speed of application, ensures that construction is carried out smoothly.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Fig. 1 is the structural representation of embedding anchor bolts device.
In figure: 1-size backing plate, 2-stone bolt, 3-nut, 4-rebar cylinder mould, about 5-screw thread.
Detailed description of the invention
Below in conjunction with embodiment, the utility model will be further described.
As seen from Figure 1, embedding anchor bolts device, comprises stone bolt 2, rebar cylinder mould 4 and size backing plate 1, and stone bolt is arranged on size backing plate, and rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.When concreting, placed on the ground by this device, size backing plate, under the effect of rebar cylinder mould, remains level, thus it is crooked that stone bolt is not occurred, and causes dimensional errors.
Be it can also be seen that by Fig. 1, size backing plate 1 is square, and is plane up and down, size backing plate is all established six through holes match with stone bolt 2.
Be it can also be seen that by Fig. 1, left and right screw thread 5 is established in the upper end of stone bolt 2, screw thread is established in lower end, stone bolt lower end with nut 3 is inserted in the through hole of size backing plate 1, through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts, ensure that stone bolt is in vertical state all the time, not easily occur dimensional errors.

Claims (3)

1. embedding anchor bolts device, comprise stone bolt (2) and rebar cylinder mould (4), characterized by further comprising size backing plate (1), described stone bolt is arranged on size backing plate, rebar cylinder mould is placed on size backing plate, laterally limits rebar cylinder mould by stone bolt.
2. embedding anchor bolts device according to claim 1, is characterized in that, described size backing plate (1) is square, and is plane up and down, size backing plate is at least all established three through holes match with stone bolt (2).
3. embedding anchor bolts device according to claim 1 and 2, it is characterized in that, left and right screw thread (5) is established in the upper end of described stone bolt (2), screw thread is established in lower end, the stone bolt lower end of band nut (3) is inserted in the through hole of size backing plate (1), through hole is stretched out in stone bolt lower end, is fixed by another nut, and size padding plate clip is held between two nuts.
CN201420475372.5U 2014-08-22 2014-08-22 Embedding anchor bolts device Active CN204023791U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420475372.5U CN204023791U (en) 2014-08-22 2014-08-22 Embedding anchor bolts device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420475372.5U CN204023791U (en) 2014-08-22 2014-08-22 Embedding anchor bolts device

Publications (1)

Publication Number Publication Date
CN204023791U true CN204023791U (en) 2014-12-17

Family

ID=52063677

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420475372.5U Active CN204023791U (en) 2014-08-22 2014-08-22 Embedding anchor bolts device

Country Status (1)

Country Link
CN (1) CN204023791U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105179418A (en) * 2015-08-27 2015-12-23 中国化学工程第三建设有限公司 Large-diameter foundation bolt and mounting method thereof
CN105839786A (en) * 2016-03-18 2016-08-10 中国建筑第八工程局有限公司 Air-supported membrane building concrete anchor bolt pre-buried structure and construction method thereof
CN106120847A (en) * 2016-07-27 2016-11-16 成都聚合追阳科技有限公司 Condensation photovoltaic pedestal reinforces pre-embedded anchoring bolts mounting process

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105179418A (en) * 2015-08-27 2015-12-23 中国化学工程第三建设有限公司 Large-diameter foundation bolt and mounting method thereof
CN105179418B (en) * 2015-08-27 2018-05-11 中国化学工程第三建设有限公司 A kind of installation method of major diameter foundation bolt
CN105839786A (en) * 2016-03-18 2016-08-10 中国建筑第八工程局有限公司 Air-supported membrane building concrete anchor bolt pre-buried structure and construction method thereof
CN105839786B (en) * 2016-03-18 2019-09-06 中国建筑第八工程局有限公司 Air bearing membrane building concrete anchor pre-buried structure and its construction method
CN106120847A (en) * 2016-07-27 2016-11-16 成都聚合追阳科技有限公司 Condensation photovoltaic pedestal reinforces pre-embedded anchoring bolts mounting process

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