CN204645268U - A kind of infilled wall tie bar built-in fitting - Google Patents

A kind of infilled wall tie bar built-in fitting Download PDF

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Publication number
CN204645268U
CN204645268U CN201520338021.4U CN201520338021U CN204645268U CN 204645268 U CN204645268 U CN 204645268U CN 201520338021 U CN201520338021 U CN 201520338021U CN 204645268 U CN204645268 U CN 204645268U
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CN
China
Prior art keywords
built
bar
fitting
anchor bar
fixed head
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
CN201520338021.4U
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Chinese (zh)
Inventor
韩麦金
孔令海
吴士兵
翟恒宇
吴海立
邹峰
王斌
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.)
SHANDONG PINGAN CONSTRUCTION GROUP CO Ltd
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SHANDONG PINGAN CONSTRUCTION GROUP CO Ltd
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Priority to CN201520338021.4U priority Critical patent/CN204645268U/en
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Publication of CN204645268U publication Critical patent/CN204645268U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of infilled wall tie bar built-in fitting, its structure comprises template and pre-buried parts, described template is provided with several through holes, described pre-buried parts comprise anchor bar, fixed head and screw rod, one end of described screw rod is connected with anchor bar through after fixed head, and the other end passes through fastening nuts through after the through hole in template.This built-in fitting is by the through hole permanent position in template, can ensure that multiple built-in fitting upper-lower position is accurate, namely built-in fitting is accurate in structure vertical position, spacing, avoids vertical position in traditional method inaccurate, the problem of tension rib not in infilled wall masonry mortar joint of welding.Also can ensure that built-in fitting can not be shifted simultaneously.

Description

A kind of infilled wall tie bar built-in fitting
Technical field
The utility model relates to a kind of built-in fitting, specifically a kind of infilled wall tie bar built-in fitting.
Background technology
The effect of built-in fitting be cast in cast-in-place structural together with, be used for welding infilled wall tie bar use." infilled wall tie bar built-in fitting " traditional method is: by built-in fitting with tying up a colligation on structure reinforcing bars skeleton, or built-in fitting is welded on elongated fixing reinforcing bar, reinforcing bar binding will be fixed again on cage of reinforcement, the shortcoming of this way is: because built-in fitting is fixed on cage of reinforcement, in concreting process, owing to being shifted along with cage of reinforcement produces during vibrated concrete, built-in fitting position can not ensure.In addition, built-in fitting fixes upper-lower position by vertical elongated bar connecting, and then is fixed on cage of reinforcement by elongated reinforcing bar, adds vertical reinforcement, costly.
Utility model content
The purpose of this utility model is to provide a kind of infilled wall tie bar built-in fitting, and this built-in fitting is convenient to installation, and built-in fitting can be prevented to be shifted, and built-in fitting is accurate in structure vertical position, spacing.
The technical scheme in the invention for solving the technical problem is: a kind of infilled wall tie bar built-in fitting, its structure comprises template and pre-buried parts, described template is provided with several through holes, described pre-buried parts comprise anchor bar, fixed head and screw rod, one end of described screw rod is connected with anchor bar through after fixed head, and the other end passes through fastening nuts through after the through hole in template.
Further, the spacing in described template between every adjacent through-holes is 500mm, and the length of described anchor bar is 120mm.
Further, described anchor bar is U-shaped anchor bar, is provided with fixed head at the blind end of U-shaped anchor bar, and one end of screw rod determines the blind end of reinforcing bar successively through fixed head and U-shaped anchoring.
Further, described anchor bar is L-type anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with L-type anchoring.
Further, described anchor bar is horizontal T-shaped anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal T-shaped anchoring.
Further, described anchor bar is horizontal Y type anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal Y type anchoring.
The beneficial effects of the utility model are:
1, this built-in fitting is by the through hole permanent position in template, can ensure that multiple built-in fitting upper-lower position is accurate, namely built-in fitting is accurate in structure vertical position, spacing, avoids vertical position in traditional method inaccurate, the problem of tension rib not in infilled wall masonry mortar joint of welding.Also can ensure that built-in fitting can not be shifted simultaneously.
2, built-in fitting front and back position is accurate, is namely exposed to body structure surface, need not picks cutter concrete, is convenient to weld tension rib, and avoid built-in fitting in traditional method and wrapped up by concrete, position cannot be determined, needs to pick the problem of cutting a hole concrete and built-in fitting can be revealed.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the longitudinal sectional view of template in the utility model;
Fig. 3 is the right view of Fig. 1;
Fig. 4 is the structural representation of the first form built-in fitting;
Fig. 5 is the structural representation of the second form built-in fitting;
Fig. 6 is the structural representation of the third form built-in fitting;
Fig. 7 is the structural representation of the 4th kind of form built-in fitting.
In figure: 1 template, 11 through holes, 2 pre-buried parts, 21U type anchor bar, 22 fixed heads, 23 screw rods, 3 nuts, 4L type anchor bar, 5T type anchor bar, 6Y type anchor bar.
Detailed description of the invention
With reference to Figure of description, a kind of infilled wall tie bar built-in fitting of the present utility model is described in detail below.
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of infilled wall tie bar built-in fitting of the present utility model, its structure comprises template 1 and pre-buried parts, described template 1 is provided with several through holes 11, described pre-buried parts 2 comprise anchor bar, fixed head 22 and screw rod 23, one end of described screw rod 23 is connected with anchor bar through after fixed head 22, and the other end is through fastening by nut 3 after the through hole 11 in template 1.
Spacing in described template 1 between every adjacent through-holes is 500mm, and the diameter of through hole 11 is circular hole, the length of described anchor bar is 120mm.
Embodiment one
As shown in Figure 4, described anchor bar is U-shaped anchor bar 21, is provided with fixed head 22 at the blind end of U-shaped anchor bar 21, and one end of screw rod 23 determines the blind end of reinforcing bar 21 successively through fixed head 22 and U-shaped anchoring.
Embodiment two
As shown in Figure 5, described anchor bar is L-type anchor bar 4, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with L-type anchoring.
Embodiment three
As shown in Figure 6, described anchor bar is horizontal T-shaped anchor bar 5, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal T-shaped anchoring.
Embodiment four
As shown in Figure 7, described anchor bar is horizontal Y type anchor bar 6, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal Y type anchoring.
By screw rod and nut by installation of embedded parts on the through hole that template is corresponding, by the free end of screw rod through after the through hole in template, undertaken fastening by nut, after treating that structural concrete is built, turn on nut, stripping, can ensure that the installation site of built-in fitting is accurate, distance between the upper and lower, right position is accurate, can not be shifted, and built-in fitting is exposed at body structure surface, cutter concrete need not be picked, be convenient to weld tension rib, avoid built-in fitting in traditional method to be wrapped up by concrete, position cannot be determined, need to pick cutter concrete built-in fitting to be revealed.Be convenient to the construction of next step operation.Time saving and energy saving, while increasing work efficiency, ensure that the degree of accuracy of installation.
The above, just explain through diagrams principles more of the present utility model, this manual is not the utility model to be confined in shown described concrete structure and the scope of application, therefore every corresponding modify of being likely utilized and equivalent, all belong to the scope of the claims that the utility model is applied for.
Except technical characteristic described in manual, all the other technical characteristics are those skilled in the art's known technology.

Claims (6)

1. an infilled wall tie bar built-in fitting, it is characterized in that, comprise template and pre-buried parts, described template is provided with several through holes, described pre-buried parts comprise anchor bar, fixed head and screw rod, one end of described screw rod is connected with anchor bar through after fixed head, and the other end passes through fastening nuts through after the through hole in template.
2. a kind of infilled wall tie bar built-in fitting according to claim 1, is characterized in that, the spacing in described template between every adjacent through-holes is 500mm, and the length of described anchor bar is 120mm.
3. a kind of infilled wall tie bar built-in fitting according to claim 1, is characterized in that, described anchor bar is U-shaped anchor bar, is provided with fixed head at the blind end of U-shaped anchor bar, and one end of screw rod passes the blind end of fixed head and U-shaped anchor bar successively.
4. a kind of infilled wall tie bar built-in fitting according to claim 1, is characterized in that, described anchor bar is L-type anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with L-type anchoring.
5. a kind of infilled wall tie bar built-in fitting according to claim 1, is characterized in that, described anchor bar is horizontal T-shaped anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal T-shaped anchoring.
6. a kind of infilled wall tie bar built-in fitting according to claim 1, is characterized in that, described anchor bar is horizontal Y type anchor bar, and one end of described screw rod is connected through the cross bar determining reinforcing bar after fixed head with horizontal Y type anchoring.
CN201520338021.4U 2015-05-25 2015-05-25 A kind of infilled wall tie bar built-in fitting Expired - Fee Related CN204645268U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520338021.4U CN204645268U (en) 2015-05-25 2015-05-25 A kind of infilled wall tie bar built-in fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520338021.4U CN204645268U (en) 2015-05-25 2015-05-25 A kind of infilled wall tie bar built-in fitting

Publications (1)

Publication Number Publication Date
CN204645268U true CN204645268U (en) 2015-09-16

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049537A (en) * 2016-08-04 2016-10-26 中国华冶科工集团有限公司 Comprehensive pipe gallery embedded part fixing device and fixing method thereof
CN106088357A (en) * 2016-08-04 2016-11-09 聂益胜 The building pre-buried anchoring bolt of infilled wall tie bar
CN106677532A (en) * 2017-03-03 2017-05-17 李侠 Tie fixing piece for outer wall exterior formwork and floor formwork
CN107100277A (en) * 2017-05-26 2017-08-29 五冶集团上海有限公司 The fixing means of built-in fitting
CN107460957A (en) * 2016-06-02 2017-12-12 张宝江 A kind of construction method of wall lacing wire built-in fitting and application embedded part setting wall lacing wire
CN109972834A (en) * 2019-05-14 2019-07-05 陈亮 A kind of scaffold wall attachment device
CN112411772A (en) * 2020-10-24 2021-02-26 北京中易房建筑工程有限公司 Structure and construction method of basement outer wall post-cast strip

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107460957A (en) * 2016-06-02 2017-12-12 张宝江 A kind of construction method of wall lacing wire built-in fitting and application embedded part setting wall lacing wire
CN106049537A (en) * 2016-08-04 2016-10-26 中国华冶科工集团有限公司 Comprehensive pipe gallery embedded part fixing device and fixing method thereof
CN106088357A (en) * 2016-08-04 2016-11-09 聂益胜 The building pre-buried anchoring bolt of infilled wall tie bar
CN106677532A (en) * 2017-03-03 2017-05-17 李侠 Tie fixing piece for outer wall exterior formwork and floor formwork
CN107100277A (en) * 2017-05-26 2017-08-29 五冶集团上海有限公司 The fixing means of built-in fitting
CN109972834A (en) * 2019-05-14 2019-07-05 陈亮 A kind of scaffold wall attachment device
CN112411772A (en) * 2020-10-24 2021-02-26 北京中易房建筑工程有限公司 Structure and construction method of basement outer wall post-cast strip
CN112411772B (en) * 2020-10-24 2022-05-27 北京中易房建筑工程有限公司 Structure and construction method of basement outer wall post-cast strip

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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: 20150916

Termination date: 20180525