CN201756803U - Sill anchor pre-embedded positioning cover die - Google Patents

Sill anchor pre-embedded positioning cover die Download PDF

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Publication number
CN201756803U
CN201756803U CN2010202125070U CN201020212507U CN201756803U CN 201756803 U CN201756803 U CN 201756803U CN 2010202125070 U CN2010202125070 U CN 2010202125070U CN 201020212507 U CN201020212507 U CN 201020212507U CN 201756803 U CN201756803 U CN 201756803U
Authority
CN
China
Prior art keywords
positioning module
cover die
positioning
sill anchor
posting
Prior art date
Application number
CN2010202125070U
Other languages
Chinese (zh)
Inventor
曹璐
朱易举
蒋官业
贺振科
魏晓祥
刘红军
李金火
陈小伟
潘晓波
张学明
Original Assignee
中建钢构有限公司
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 中建钢构有限公司 filed Critical 中建钢构有限公司
Priority to CN2010202125070U priority Critical patent/CN201756803U/en
Application granted granted Critical
Publication of CN201756803U publication Critical patent/CN201756803U/en

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Abstract

The utility model provides a sill anchor pre-embedded positioning cover die, which belongs to the building construction field. The positioning cover die comprises a positioning rack and at least one positioning mold, wherein the positioning mold in a flat plate structure is disposed on the positioning rack and is provided with a plurality of positioning holes. The utility model has advantages of possessing simple structure and recyclable use; conducting fast positioning on the pre-embedded sill anchor for installing steel members; preventing problems of tedious installation process and low efficiency because measurement should be conducted before the positioning when the sill anchor is installed; greatly improving the construction efficiency of installing the sill anchor; enhancing the construction speed of the whole steel structure engineering; reducing the construction cost of steel structure.

Description

The pre-buried location of sill anchor cover die
Technical field
The utility model relates to the realm of building construction, particularly relates to the pre-buried location of a kind of sill anchor cover die
Background technology
Pre-buried sill anchor is the element task of Construction of Steel Structure, directly has influence on the accuracy and the safety of follow-up construction, and this just requires to carry out measurement and positioning work when cast-in fixing bolt is installed.The pre-buried sill anchor construction of many engineerings has all adopted various methods to ensure the quality of products, but does not also have a cover mounting process at present, can realize pre-buried sill anchor is located fast.But in the large tracts of land rapid construction, requirement can accurately be located fast and be carried out the pre-buried of crab-bolt, but does not now also have a kind of instrument that can recycle to realize the quick location of pre-buried sill anchor, to improve the installation effectiveness of sill anchor.
The utility model content
The utility model embodiment provides the pre-buried location of a kind of sill anchor cover die, can solve the quick positioning question of sill anchor, can improve the pre-buried installation effectiveness to sill anchor.
The purpose of this utility model is achieved through the following technical solutions:
The utility model embodiment provides the pre-buried location of a kind of sill anchor cover die, comprising:
Locating support and at least one positioning module;
Described positioning module is arranged on the described locating support, and described positioning module is a slabbed construction, and described positioning module is provided with a plurality of locating holes.
Described locating support is provided with posting, and described posting is the quadra structure, and described positioning module is arranged on the described posting of described locating support.
Described posting is provided with backstay, and described positioning module is arranged on the backstay of described posting.
Described backstay is many, distributes to be arranged in the quadra of described posting.
Described positioning module is four, distributes to be arranged on the many interior backstays of described posting.
Described four positioning modules are laterally and parallel mutually vertically.
Horizontal spacing in described four positioning modules between the adjacent positioning module is 0~2000mm, and vertical spacing is 0~2000mm.
Described locating support is welded by many angle-steel bars, and the height of locating support is 100~1500mm.
The slabbed construction middle part of described positioning module is provided with square through hole, and the locating hole on the described positioning module is eight, and eight locating holes are uniformly set on the slabbed construction of square through hole periphery of described positioning module.
Locating hole on the described positioning module is a circular port, and the diameter of described locating hole is 16~100mm.
From above-mentioned the technical solution of the utility model as can be seen, the utility model embodiment is by being arranged on positioning module the pre-buried sill anchor of formation location cover die on the locating rack, as long as it is consistent with the suspension column base plate position of the steel member of installation to adjust the position of locating hole of positioning module, and by locating support adjust the height, then utilize the positioning module on this pre-buried location cover die to locate fast to the sill anchor that the steel member is installed in pre-buried being used to, thereby when having avoided the installation sill anchor, need to measure earlier to relocate complex installation process, inefficient problem, improved the efficiency of construction that pre-buried sill anchor is installed greatly, thereby improved whole structural steelwork construction speed, reduced the cost of Construction of Steel Structure.
Description of drawings
Fig. 1 is the structural representation of existing steel component column foot bottom commonly used;
The structural representation of the pre-buried location of the sill anchor cover die that Fig. 2 provides for the utility model embodiment one;
The structural representation of the positioning module that Fig. 3 provides for the utility model embodiment one;
The structural representation of the pre-buried location of the sill anchor cover die that Fig. 4 provides for the utility model embodiment two;
The schematic diagram of the positioning module that Fig. 5 provides for the utility model embodiment two and the another kind of structure of posting.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
Embodiment one
Present embodiment provides the pre-buried location of a kind of sill anchor cover die to be used in the Construction of Steel Structure, pre-buried being used to is installed the sill anchor of steel member and locatees fast, and shown in Fig. 2,3, the pre-buried positioning sleeve mold of this sill anchor comprises:
Positioning module 1 and locating support 2, positioning module 1 is arranged on the locating support 2, locating support 2 generally is welded by angle steel, can be used for regulating the height of positioning module 1, the structure of positioning module 1 as shown in Figure 3, the concrete slabbed construction that adopts, slabbed construction middle part at positioning module 1 is provided with square through hole 12, eight locating holes evenly are set on the slabbed construction of square through hole 12 peripheries, the locating hole 11 general circular ports that adopt, the diameter of locating hole 11 is generally at 16~100mm, and the diameter of this locating hole can determine that the diameter that is slightly larger than sill anchor gets final product according to the diameter of the sill anchor of actual installation.
This location cover die that constitutes by a positioning module, can be used for the sill anchor of the steel member installed is located fast, several positioning module combinations can be used, so just can carry out pre-buried crab-bolt to the steel member with a plurality of footing simultaneously locatees fast, this positioning sleeve mode structure is simple, easy to use, can effectively improve the efficiency of construction of pre-buried footing crab-bolt.
Embodiment two
Present embodiment provides the pre-buried location of a kind of sill anchor cover die, be used in the Construction of Steel Structure, pre-buried being used to being installed the sill anchor of steel member locatees fast, different among the structure of this location cover die and the embodiment one is to adopt four positioning modules, by posting four positioning modules are fixed on the locating support, shown in Fig. 4,5, this positioning sleeve mold comprises:
Posting 23, locating support 22 and four positioning modules 21; Wherein, posting 23 adopts the quadra structure, is arranged on the locating support 22, and posting 23 is provided with backstay 231; Described positioning module 21 is arranged on the backstay 231 of described posting 23, and described positioning module 21 is a slabbed construction, and described positioning module 2 is provided with a plurality of locating holes 21.
As shown in Figure 4, on the above-mentioned posting 23 backstay 231 is set and is many, distribution is arranged in the posting 23, four angle type bar steel of general employing are as backstay 231, four angle-steel bars can be arranged in parallel, the two ends of angle-steel bar are fixed on the framework of posting 23, then form the framework that positioning module 21 is set like this in posting 23.Posting 23 also can adopt structure shown in Figure 5, and many backstays not exclusively be arranged in parallel, as long as form the framework of the positioning module 21 that is provided with in posting 23.
Positioning module 21 in the cover die of above-mentioned location adopts four, generally there are four installation base plates corresponding with steel member lower margin, four positioning modules distribute on the frame construction that many backstays being arranged on described posting 23 form, be installed in four positioning modules in the posting laterally and parallel mutually vertically, horizontal spacing in four positioning modules between the adjacent positioning module can be at 0~2000mm, vertical spacing can be at 0~2000mm, in the reality, the spacing between the positioning module will be determined according to the size-spacing of actual installation sill anchor.The positioning module that provides in the structure of each positioning module and the foregoing description one identical (can referring to Fig. 3) no longer repeats at this.
The height of location cover die can be regulated by the height of locating support in the present embodiment, and the height of general locating support can be arranged on 100~1500mm.In the reality, determine the height of locating support according to the actual height in the construction.
Location cover die in the present embodiment can be recycling in the identical steel member of same engineering is installed, and can effectively improve steel column member installation effectiveness, save cost.
Process below in conjunction with Fig. 4 and making, installation is described further above-mentioned location cover die:
Can be with reference to the specifications and models of cast-in fixing bolt in the design drawing and the form of steel column foot, according to steel column foot size design, making positioning module, the size of positioning module and form of structure will keep identical with the form of steel member suspension column, and it is economical again, reasonable, when making, positioning module must guarantee its precision
Weld a framework as posting with angle steel, the posting size is more bigger than the suspension column size of steel member, be convenient to like this regulate, the angle bar frame of posting center fixed monolithic positioning module need be determined according to the size of monolithic positioning module and the base plate position and the size of suspension column, so just determine the laterally position of (X to) of positioning module, in the stationary positioned mould, determined positioning module vertical (Y to) position then;
In the foundation ditch in building site,, then the location cover die is placed on above the support according to absolute altitude installing and locating support; According to the position of the axis adjustment location cover die of emitting in the construction, crab-bolt is installed then, adjust the crab-bolt absolute altitude, promptly finish and utilize the installation of pin crab-bolt over the ground of location cover die.
In sum, by in the posting of frame construction, positioning module being set, and posting is arranged on forms the location cover die that sill anchor is installed on the locating support among the utility model embodiment.This positioning sleeve mode structure is simple, can be recycled, utilize this location cover die can effectively improve the installation accuracy of bolt, and then the installation effectiveness of lifting suspension column crab-bolt, well solved the disposable problem in place of sill anchor in the installation process, because wherein the size of positioning module can be identical with the base plate size that steel column member suspension column is connected with crab-bolt with the aperture, guarantee that steel column can not have being installed on the crab-bolt of error, can effectively guarantee the accurate type that follow-up steel column is installed.Installation effectiveness has promoted 60%, has reduced the input amount of job site installation measure, has saved resource, in the time of can avoiding sill anchor is installed, repeated measurement, and the problem that installation accuracy is low has higher economic results in society.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.

Claims (10)

1. the pre-buried location of a sill anchor cover die is characterized in that, comprising:
Locating support and at least one positioning module;
Described positioning module is arranged on the described locating support, and described positioning module is a slabbed construction, and described positioning module is provided with a plurality of locating holes.
2. the pre-buried location of sill anchor as claimed in claim 1 cover die is characterized in that described locating support is provided with posting, and described posting is the quadra structure, and described positioning module is arranged on the described posting of described locating support.
3. the pre-buried location of sill anchor as claimed in claim 2 cover die is characterized in that described posting is provided with backstay, and described positioning module is arranged on the backstay of described posting.
4. the pre-buried location of sill anchor as claimed in claim 3 cover die is characterized in that described backstay is many, distributes to be arranged in the quadra of described posting.
5. the pre-buried location of sill anchor as claimed in claim 4 cover die is characterized in that described positioning module is four, distributes to be arranged on the many interior backstays of described posting.
6. the pre-buried location of sill anchor as claimed in claim 4 cover die is characterized in that, described four positioning modules are laterally and parallel mutually vertically.
7. the pre-buried location of sill anchor as claimed in claim 5 cover die is characterized in that, the horizontal spacing in described four positioning modules between the adjacent positioning module is 0~2000mm, and vertical spacing is 0~2000mm.
8. the pre-buried location of sill anchor as claimed in claim 1 cover die is characterized in that described locating support is welded by many angle-steel bars, and the height of locating support is 100~1500mm.
9. the pre-buried location of sill anchor as claimed in claim 1 cover die, it is characterized in that, the slabbed construction middle part of described positioning module is provided with square through hole, locating hole on the described positioning module is eight, and eight locating holes are uniformly set on the slabbed construction of square through hole periphery of described positioning module.
10. as claim 1 or the pre-buried location of 9 described sill anchors cover die, it is characterized in that the locating hole on the described positioning module is a circular port, the diameter of described locating hole is 16~100mm.
CN2010202125070U 2010-05-31 2010-05-31 Sill anchor pre-embedded positioning cover die CN201756803U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010202125070U CN201756803U (en) 2010-05-31 2010-05-31 Sill anchor pre-embedded positioning cover die

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010202125070U CN201756803U (en) 2010-05-31 2010-05-31 Sill anchor pre-embedded positioning cover die

Publications (1)

Publication Number Publication Date
CN201756803U true CN201756803U (en) 2011-03-09

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CN2010202125070U CN201756803U (en) 2010-05-31 2010-05-31 Sill anchor pre-embedded positioning cover die

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CN (1) CN201756803U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102493471A (en) * 2011-12-01 2012-06-13 中建八局大连建设工程有限公司 Suspending installation construction process method of structural foot margin anchor bolt
CN102794836A (en) * 2011-05-25 2012-11-28 迪皮埃复材构件(太仓)有限公司 Tip lightning rod positioning tool
CN102979108A (en) * 2012-11-17 2013-03-20 中建钢构有限公司 Locating sleeve rack for locating anchor bolt group
CN103132494A (en) * 2011-11-25 2013-06-05 中国葛洲坝集团股份有限公司 Embedded anchor cone accurate positioning method
CN103603503A (en) * 2013-10-30 2014-02-26 中建钢构有限公司北京分公司 Anchor bolt installing method
CN103397701B (en) * 2013-08-13 2015-06-17 中天建设集团有限公司 Adjustable positioning structure for pre-buried bolt double-layered positioning plate and construction method
CN105544588A (en) * 2015-12-15 2016-05-04 安徽伟宏钢结构集团股份有限公司 Mounting process of steel structure pre-buried bolt
CN105926958A (en) * 2016-07-01 2016-09-07 北京市机械施工有限公司 Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building
CN109252674A (en) * 2018-10-17 2019-01-22 北京市机械施工有限公司 Huge column anchor bolt construction method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102794836A (en) * 2011-05-25 2012-11-28 迪皮埃复材构件(太仓)有限公司 Tip lightning rod positioning tool
CN103132494B (en) * 2011-11-25 2015-07-08 中国葛洲坝集团三峡建设工程有限公司 Embedded anchor cone accurate positioning method
CN103132494A (en) * 2011-11-25 2013-06-05 中国葛洲坝集团股份有限公司 Embedded anchor cone accurate positioning method
CN102493471A (en) * 2011-12-01 2012-06-13 中建八局大连建设工程有限公司 Suspending installation construction process method of structural foot margin anchor bolt
CN102979108A (en) * 2012-11-17 2013-03-20 中建钢构有限公司 Locating sleeve rack for locating anchor bolt group
CN102979108B (en) * 2012-11-17 2015-11-25 中建钢构有限公司 For locating the location stock of crab-bolt group
CN103397701B (en) * 2013-08-13 2015-06-17 中天建设集团有限公司 Adjustable positioning structure for pre-buried bolt double-layered positioning plate and construction method
CN103603503A (en) * 2013-10-30 2014-02-26 中建钢构有限公司北京分公司 Anchor bolt installing method
CN105544588A (en) * 2015-12-15 2016-05-04 安徽伟宏钢结构集团股份有限公司 Mounting process of steel structure pre-buried bolt
CN105926958A (en) * 2016-07-01 2016-09-07 北京市机械施工有限公司 Mounting method for sill anchor combined support frame for steel structure shear wall and outer frame column base of super high-rise building
CN105926958B (en) * 2016-07-01 2018-04-20 北京市机械施工有限公司 A kind of installation method for the sill anchor combined support frame for being used for high-rise building steel construction shear wall and outline border suspension column
CN109252674A (en) * 2018-10-17 2019-01-22 北京市机械施工有限公司 Huge column anchor bolt construction method

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Granted publication date: 20110309