CN202645028U - Assembly type bolt group die - Google Patents

Assembly type bolt group die Download PDF

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Publication number
CN202645028U
CN202645028U CN 201220325271 CN201220325271U CN202645028U CN 202645028 U CN202645028 U CN 202645028U CN 201220325271 CN201220325271 CN 201220325271 CN 201220325271 U CN201220325271 U CN 201220325271U CN 202645028 U CN202645028 U CN 202645028U
Authority
CN
China
Prior art keywords
bolt group
supports
assembly type
type bolt
support
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
CN 201220325271
Other languages
Chinese (zh)
Inventor
高山林
吴闵
李卫峰
常欢欢
彭怀江
朱惠伟
侯志勇
王志全
胡凯歌
杨良
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.)
PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
Original Assignee
PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
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 PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION filed Critical PINGMEI SHENMA CONSTRUCTION ENGINEERING GROUP Co Ltd CIVIL WORK SECTION
Priority to CN 201220325271 priority Critical patent/CN202645028U/en
Application granted granted Critical
Publication of CN202645028U publication Critical patent/CN202645028U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to an assembly type bolt group die which can effectively solve the problem of large labor intensity, unreasonable cohesion of working procedures and wasted labor and materials caused by the fact that bolts are embedded through a cleading manufactured traditionally. The technical scheme is that the assembly type bolt group die comprises supports and diehead threading sleeves, wherein the supports are of a rectangular structure formed by four horizontal channel steel. The front row and the rear row of the supports are connected through four horizontal first diehead threading sleeves at one ends of the supports, the upper row and the lower row of the supports are connected through four vertical second diehead threading sleeves at one ends of the supports, three groups of clamping hoops are evenly distributed on each support, and baffles are arranged on the clamping hoops. The assembly type bolt group die is novel, unique, simple and reasonable in structure. The construction problem of low accuracy of embedded bolts and slow speed is solved by ingeniously welding the formed bolt group on the assembly type bolt group die to be directly installed in the foundation. By means of the assembly type bolt group die, a great number of materials are saved, and economic and social benefits are remarkable.

Description

A kind of packaging bolt group mould
Technical field
The utility model relates to a kind of packaging bolt group mould.
Background technology
Fast development along with Chinese national economy, the adjustment of the industrial structure, more and more large tracts of land industrial premises appear, these factory buildings generally all adopt steel work, therefore structural steelwork also more and more is subjected to the favor of Construction unit, investigate from steel work practice of construction process and be not difficult to find out, the accuracy of steel structure base embedding anchor bolts is to affect the very important factor of Steel Structure Installation quality; In a single day bolt embedment has produced the debugging that larger deviation will directly affect the normal installation of all kinds of steel work and equipment.Adopt the construction technology of traditional fabrication cage plate that labour intensity is strengthened, operation can not reasonable link, cause waste artificial, material, and the technique backwardness causes difficult quality control, cause a lot of difficulties for the installation in later stage, how to capture pre-embedded anchoring bolts be the problem that needs solution for selected technology advanced person, economical rationality, safe and reliable technology.
Summary of the invention
For above-mentioned situation, for overcoming the defective of prior art, the purpose of the utility model just provides a kind of packaging bolt group mould, can effectively solve to adopt the traditional fabrication cage plate to carry out the increasing of bolt embedment labour intensity, operation can not reasonable link, causes the problem of the waste of artificial, material.
The technical scheme that the utility model solves is, comprise support and mantle fiber screw rod, support is by 4 rectangle structures that channel-section steel forms of transverse horizontal, front and back two rows' supports link to each other through the first mantle fiber screw rod of 4 levels of an end, the support of two rows links to each other through 4 of an end the second vertical mantle fiber screw rods, be evenly equipped with respectively 3 groups of clips on the every support, baffle plate is arranged on the clip.
The utility model novel structure is unique, advantages of simple, directly be installed in the basis by welding fabrication bolt group on packaging bolt group mould dexterously, solved low, the slow-footed construction difficult problem of pre-embedded bolt precision, not only solved the control of quality difficulty or ease, and accelerating construction progress, saved lot of materials, wherein every engineering can shift to an earlier date about 7 days, save various direct costs more than 50,000 yuan, indirect benefit is that create beneficial result is gone into operation early about 200,000 yuan by Construction unit, and economic and social benefit is remarkable.
Description of drawings
Fig. 1 is structural front view of the present utility model.
Fig. 2 is structure top view of the present utility model.
Fig. 3 is structure left view of the present utility model.
Fig. 4 is the structural front view of the utility model clip.
Fig. 5 is the structure top view of the utility model clip.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Provide by Fig. 1 with to 5, comprise support and mantle fiber screw rod, support 1 is by 4 rectangle structures that channel-section steel forms of transverse horizontal, front and back two rows' supports link to each other through the first mantle fiber screw rod 3 of 4 levels of an end, the support of two rows links to each other through 4 of an end the second vertical mantle fiber screw rods 4, be evenly equipped with respectively 3 groups of clips 2 on the every support 1, baffle plate 8 is arranged on the clip 2.
In order to guarantee result of use, two ends first nut 6 of described the first mantle fiber screw rod 3 and pad 7 link to each other with two supports in front and back on the same level face respectively.
Two ends first nut 6 of described the second mantle fiber screw rod 4 and pad 7 link to each other with up and down two supports on the same perpendicular respectively.
Described every group of clip 2 is inverted on the support 1 by side by side 2 channel-section steels and consists of, and each clip is contained on the support through flat head screw 5 and the second nut 9.
When the utility model uses, at first ready finished product bolt is put into clip 2, adjust bolt to the center of the rectangular indentation of every group of clip two channel-section steels formation side by side; The bolt end face is adjusted to is in same horizontal plane; After bolt is all in place, adjust the planeness of bolt and the whole verticality of bolt; Prepare some reinforcing bars (length is the monolateral length of bolt), with electric welding machine steel bar welding is received on the bolt group of adjusting, be used for fixing the bolt group; The adjustment of the front and back size of support 1 can realize by regulating the first nut 6 on the first mantle fiber screw rod 3 and the position of pad 7, and the adjustment of the vertical size of support 1 can realize by regulating the first nut 6 on the second mantle fiber screw rod 4 and the position of pad 7; Welding fabrication bolt group directly is installed in the basis, solved low, the slow-footed construction difficult problem of pre-embedded bolt precision, not only solved the control of quality difficulty or ease, and accelerating construction progress, saved lot of materials, wherein every engineering can shift to an earlier date about 7 days, saved various direct costs more than 50,000 yuan, indirect benefit is that create beneficial result is gone into operation early about 200,000 yuan by Construction unit, and economic and social benefit is remarkable.

Claims (4)

1. packaging bolt group mould, comprise support and mantle fiber screw rod, it is characterized in that, support (1) is by 4 rectangle structures that channel-section steel forms of transverse horizontal, front and back two rows' supports link to each other through the first mantle fiber screw rod (3) of 4 levels of an end, the support of two rows links to each other through 4 of an end the second vertical mantle fiber screw rods (4), is evenly equipped with respectively 3 groups of clips (2) on the every support (1), and baffle plate (8) is arranged on the clip (2).
2. packaging bolt group mould according to claim 1 is characterized in that, two ends first nuts (6) of described the first mantle fiber screw rod (3) and pad (7) link to each other with two supports in front and back on the same level face respectively.
3. packaging bolt group mould according to claim 1 is characterized in that, two ends first nuts (6) of described the second mantle fiber screw rod (4) and pad (7) link to each other with up and down two supports on the same perpendicular respectively.
4. packaging bolt group mould according to claim 1 is characterized in that, described every group of clip (2) is inverted in the upper formation of support (1) by 2 channel-section steels side by side, and each clip is contained on the support through flat head screw (5) and the second nut (9).
CN 201220325271 2012-07-06 2012-07-06 Assembly type bolt group die Expired - Fee Related CN202645028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220325271 CN202645028U (en) 2012-07-06 2012-07-06 Assembly type bolt group die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220325271 CN202645028U (en) 2012-07-06 2012-07-06 Assembly type bolt group die

Publications (1)

Publication Number Publication Date
CN202645028U true CN202645028U (en) 2013-01-02

Family

ID=47414152

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220325271 Expired - Fee Related CN202645028U (en) 2012-07-06 2012-07-06 Assembly type bolt group die

Country Status (1)

Country Link
CN (1) CN202645028U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704697A (en) * 2012-07-06 2012-10-03 平煤神马建工集团有限公司土建处 Assembled bolt group mold
CN107718244A (en) * 2017-11-17 2018-02-23 四川中新房绿色智能建筑工程有限公司 A kind of assembly jig and its assemble method based on mold monomers assembling

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704697A (en) * 2012-07-06 2012-10-03 平煤神马建工集团有限公司土建处 Assembled bolt group mold
CN102704697B (en) * 2012-07-06 2014-06-18 平煤神马建工集团有限公司土建处 Assembled bolt group mold
CN107718244A (en) * 2017-11-17 2018-02-23 四川中新房绿色智能建筑工程有限公司 A kind of assembly jig and its assemble method based on mold monomers assembling

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Gao Shanlin

Inventor after: Yang Liang

Inventor after: Wu Min

Inventor after: Li Weifeng

Inventor after: Chang Huanhuan

Inventor after: Peng Huaijiang

Inventor after: Zhu Huiwei

Inventor after: Hou Zhiyong

Inventor after: Wang Zhiquan

Inventor after: Hu Kaige

Inventor before: Gao Shanlin

Inventor before: Yang Liang

Inventor before: Wu Min

Inventor before: Li Weifeng

Inventor before: Chang Huanhuan

Inventor before: Peng Huaijiang

Inventor before: Zhu Huiwei

Inventor before: Hou Zhiyong

Inventor before: Wang Zhiquan

Inventor before: Hu Kaige

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

Granted publication date: 20130102

Termination date: 20140706

EXPY Termination of patent right or utility model