CN102995653B - Side-type high-precision rapid locator for foundation bolts - Google Patents
Side-type high-precision rapid locator for foundation bolts Download PDFInfo
- Publication number
- CN102995653B CN102995653B CN201210501634.6A CN201210501634A CN102995653B CN 102995653 B CN102995653 B CN 102995653B CN 201210501634 A CN201210501634 A CN 201210501634A CN 102995653 B CN102995653 B CN 102995653B
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- bolt
- concrete foundation
- outrigger
- hole
- dais
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Abstract
The invention discloses a side-type high-precision rapid locator for foundation bolts, belonging to the field of industrial installation equipment. The side-type high-precision rapid locator comprises a bottom height distribution seat and an outrigger, wherein the bottom height distribution seat can be detachably fixed together with a concrete foundation platform, and the horizontal height of the height distribution seat can be adjusted at multiple points; one end of the outrigger is fixed together with the height distribution seat, and the other end of the outrigger horizontally extends out of the side of the outrigger and fixedly provided with a horizontal locating template; and the locating template is provided with concrete pouring through holes and a plurality of foundation bolt holes. The side-type high-precision rapid locator can be used for economically, simply, reliably and greatly increasing the mounting speed and quality of the foundation bolts.
Description
Technical field
The invention belongs to industrial erection equipment field.
Background technology
In prior art, installing in steel work house, steel column is arranged in concrete foundation and (by stone bolt, steel column is fixed in concrete foundation) by stone bolt, therefore need be in concrete foundation pre-embedded anchoring bolts.
Stone bolt has two kinds to bury method:
One stays a hollow place in concrete foundation, in advance that stone bolt is first-class on steel column, and then entirety is placed in concrete foundation hole, then back-grouting.Such practice, unless pillar is very short, otherwise is difficult to operation.
The second way is the direct buried foot bolt of concrete foundation, then pacifies steel column: i.e. first pre-embedded anchoring bolts in the time making concrete foundation, then fluid concrete forms concrete foundation, and steel column is finally installed again.But the problem existing is, often stone bolt is difficult for burying standard, if bury standard, needs to do for a long time, and efficiency is low, and even if so, the vibrations of the stone bolt burying during also easily by concrete casting are given and destroyed.If do not carried out, have to knock out ready-made concrete foundation and heavily come, waste time and energy, but also there is no other ways.
Summary of the invention
The object of the invention is to: a kind of side formula stone bolt high accuracy quick positioner is proposed, can be economical, simply, significantly improve reliably installation rate and the installation quality of stone bolt.
The object of the invention realizes by following technical proposals:
A kind of side formula stone bolt high accuracy quick positioner, comprise that bottom can be detachably fixing and can multiple spot regulate the dais of joining of level height with concrete foundation cushion cap, one end with described in join dais and fix, the other end is from described outrigger of joining dais side level and stretch out and be fixed with horizontal location template, and described locating template is provided with pouring concrete through hole and some anchor (bolt) holes.
In such scheme, because concrete foundation is to be cast on concrete foundation cushion cap, steel column is arranged in concrete foundation by stone bolt.Thus, on locating template, suspend by anchor (bolt) hole the stone bolt that wish is installed in midair, again by being fixed on the position that concrete foundation cushion cap calculates and regulating level height by multiple spot joining dais, mix up its level height and levelness, each stone bolt on the locating template that ensures thus to support by outrigger is positioned at required horizontal level accurately, level height and levelness, realize thus the accuracy of embedding anchor bolts, ensure installation quality.It just looks like a crane, in advance just on the side of concrete foundation by the unsettled pre-embedded bolt assigned address that is hung in.Meanwhile, due to the restriction of locating template to stone bolt on it, so, civil engineering is when to stone bolt fluid concrete, and vibrations just cannot make stone bolt movement and deformation, have further ensured installation quality.After concrete initial set, take down this device, this device can be reused again, not only economy but also accurately quick.
As optimal way, described join dais comprise can with the detachable fixing base plate of concrete foundation cushion cap, be removably fixed in the Gao Zhu that joins above described base plate, and described in being removably fixed in, join the some adjusting bolts above high post, described outrigger and described adjusting bolt are fixed by adjusting nut and can be regulated respectively level height.
In such scheme, each part is detachable, convenient to disassembly; When use, first according to precalculated vertical and horizontal reference line, base plate is fixed on to the position that concrete foundation cushion cap calculates and mixes up levelness, meanwhile, join high post and adjusting bolt is carried out elevation control and further adjusted levelness by different size dismountable.So no matter concrete foundation be many height can by joining of different size high post and adjusting bolt carry out elevation control.
As optimal way, described base plate bottom surface be provided with for the fixing bolt hole of concrete foundation cushion cap.
In such scheme, by base plate bottom surface, bolt hole being set, realize with the detachable of concrete foundation cushion cap and fixing.
As optimal way, described pouring concrete through hole is located in the middle of locating template, and each anchor (bolt) hole is around arranged around it.
In such scheme, both facilitate pouring concrete construction, avoided again the impact on stone bolt as far as possible.
Beneficial effect of the present invention: can be economical, simply, significantly improve reliably installation rate and the installation quality of stone bolt.
Brief description of the drawings
Fig. 1 is the facade structures schematic diagram of the embodiment of the present invention;
Fig. 2 is the floor map that the embodiment of the present invention is used state;
Fig. 3 is the elevational schematic view that the embodiment of the present invention is used state;
Wherein 1 is concrete foundation cushion cap, and 2 is locating template, and 3 is outrigger, and 4 is base plate, and 5 for joining Gao Zhu, 6 is adjusting bolt, and 7 is adjusting nut, and 8 is batter brace, and 9 is nut, 10 is pouring concrete through hole, and 11 is anchor (bolt) hole, and 12 is stone bolt, and 13 is concrete foundation.
Detailed description of the invention
Following non-limiting examples is used for illustrating the present invention.
As shown in Figure 1, 2, 3, a kind of side formula stone bolt high accuracy quick positioner, comprise that bottom can be detachable fixing and can multiple spot regulate the dais of joining of level height with concrete foundation cushion cap 1, one end with join dais and fix, the other end stretches out and is fixed with the outrigger 3 of horizontal location template 2 from its side level.As preferably, as shown in this embodiment, join dais and comprise bolt hole, the bolt and nut 9 and the detachable fixing base plate 4 of concrete foundation cushion cap 1 by bottom surface, be removably fixed in the high post 5 of joining above base plate 4 by bolt and nut 9, and be removably fixed in and join high post 54 adjusting bolts 6 above by bolt and nut 9, outrigger 3 also can regulate respectively level height with adjusting bolt 6 by adjusting nut 7 is fixing.Join high post 5 and be provided with batter brace 8, locating template 2 is provided with 10 and 8 anchor (bolt) holes 11 of pouring concrete through hole, and pouring concrete through hole 10 is located in the middle of locating template 2, and 8 anchor (bolt) holes 11 are around arranged around it.Stone bolt 12 penetrates anchor (bolt) hole 11 and is suspended on locating template 2, and fluid concrete forms concrete foundation 13 more afterwards.
Using method: because concrete foundation 13 is to be cast on concrete foundation cushion cap 1, steel column is arranged in concrete foundation 13 by stone bolt 12.Thus, on locating template 2, suspend by anchor (bolt) hole 11 stone bolt 12 that wish is installed in midair, again according to precalculated vertical and horizontal reference line, base plate 4 is fixed on to the position that concrete foundation cushion cap 1 calculates and mixes up levelness, simultaneously, by different size dismountable join high post 5 and adjusting bolt 6 carry out elevation control and further adjust levelness (so no matter concrete foundation be many height can by joining of different size high post 5 and adjusting bolt 6 carry out elevation control), each stone bolt 12 on the locating template 2 that ensures thus to support by outrigger 3 is positioned at required horizontal level accurately, level height and levelness, realize thus the pre-buried accuracy of stone bolt 12, ensure installation quality.It just looks like a crane, in advance just on the side of concrete foundation 13 by unsettled pre-embedded bolt 12 assigned address that is hung in.Meanwhile, due to the restriction of locating template 2 to stone bolt on it 12, so, civil engineering is when to stone bolt 12 fluid concrete, and vibrations just cannot make stone bolt 12 movement and deformations, have further ensured installation quality.After concrete initial set, take down this device, this device can be reused again, not only economy but also accurately quick.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments of doing within the spirit and principles in the present invention, be equal to and replace and improvement etc., within all should being included in protection scope of the present invention.
Claims (4)
1. a side formula stone bolt high accuracy quick positioner, it is characterized in that: comprise that bottom can be detachably fixing and can multiple spot regulate the dais of joining of level height with concrete foundation cushion cap, one end with described in join dais and fix, the other end is from described outrigger of joining dais side level and stretch out and be fixed with horizontal location template, and described locating template is provided with pouring concrete through hole and some anchor (bolt) holes.
2. side formula stone bolt high accuracy quick positioner as claimed in claim 1, it is characterized in that: described in join dais comprise can with the detachable fixing base plate of concrete foundation cushion cap, be removably fixed in the Gao Zhu that joins above described base plate, and described in being removably fixed in, join the some adjusting bolts above high post, described outrigger and described adjusting bolt are fixed by adjusting nut and can be regulated respectively level height.
3. side formula stone bolt high accuracy quick positioner as claimed in claim 2, is characterized in that: described base plate bottom surface be provided with for the fixing bolt hole of concrete foundation cushion cap.
4. the side formula stone bolt high accuracy quick positioner as described in claim 1,2 or 3, is characterized in that: described pouring concrete through hole is located in the middle of locating template, and each anchor (bolt) hole is around arranged around it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210501634.6A CN102995653B (en) | 2012-11-30 | 2012-11-30 | Side-type high-precision rapid locator for foundation bolts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210501634.6A CN102995653B (en) | 2012-11-30 | 2012-11-30 | Side-type high-precision rapid locator for foundation bolts |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102995653A CN102995653A (en) | 2013-03-27 |
| CN102995653B true CN102995653B (en) | 2014-08-06 |
Family
ID=47924709
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210501634.6A Expired - Fee Related CN102995653B (en) | 2012-11-30 | 2012-11-30 | Side-type high-precision rapid locator for foundation bolts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102995653B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569385B (en) * | 2015-12-28 | 2017-08-29 | 成都市工业设备安装公司 | Building industrialization PC component production line mounting and testing techniques |
| CN105735340B (en) * | 2016-03-22 | 2018-12-28 | 中国十九冶集团有限公司 | Road lamp concrete foundation positioning device |
| CN109025327A (en) * | 2018-08-16 | 2018-12-18 | 武汉海王机电工程技术有限公司 | A kind of auxiliary locator of foundation bolt |
| CN112112189B (en) * | 2019-06-21 | 2024-10-18 | 航天长征化学工程股份有限公司 | Anchor bolt fixing mechanism |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2596170Y (en) * | 2002-10-30 | 2003-12-31 | 莱芜钢铁集团有限公司 | Positioning rack of pre-buried ground bolt |
| CN201170420Y (en) * | 2008-03-18 | 2008-12-24 | 河南省第二建筑工程有限责任公司 | Concrete inserted bolt/bolt sleeve positioning device |
| CN101266011B (en) * | 2008-04-22 | 2010-10-06 | 中冶天工建设有限公司 | Installation device for pre-embedding high-precision large-diameter anchor bolts and installation method using the same |
| US7677522B2 (en) * | 2008-05-07 | 2010-03-16 | Bakos Stephen M | Support bracket for a column |
| CN101338566B (en) * | 2008-08-29 | 2010-09-22 | 河北省第四建筑工程公司 | Integral built-in process for groups of anchor bolts |
| JP5594987B2 (en) * | 2009-06-24 | 2014-09-24 | 三菱重工業株式会社 | Method for manufacturing concrete mount, concrete mount, and connecting material |
| CN201448561U (en) * | 2009-08-24 | 2010-05-05 | 中建钢构江苏有限公司 | Bench type simple fixing structure of foundation bolts |
| CN201865121U (en) * | 2010-10-30 | 2011-06-15 | 甘肃海外工程总公司 | Intergraded profile steel positioning bracket device for embedding overlong foundation anchor bolts |
| CN201865119U (en) * | 2010-12-04 | 2011-06-15 | 中铁建电气化局集团北方工程有限公司 | Foundation bolt fixing support |
| CN202370264U (en) * | 2011-12-23 | 2012-08-08 | 河北大元建业集团股份有限公司 | Fixing device for rapidly installing foundation bolt |
| CN202532110U (en) * | 2012-04-16 | 2012-11-14 | 中国十九冶集团有限公司 | Fixing device for foundation bolt of elevated platform |
-
2012
- 2012-11-30 CN CN201210501634.6A patent/CN102995653B/en not_active Expired - Fee Related
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| Publication number | Publication date |
|---|---|
| CN102995653A (en) | 2013-03-27 |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Cheng Inventor after: Han Bing Inventor after: Hu Jia Inventor after: Lin Xuemei Inventor after: Wang Rongping Inventor after: Wu Hong Inventor before: Liu Cheng Inventor before: Han Bin Inventor before: Lin Xuemei Inventor before: Wang Rongping Inventor before: Wu Hong |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LIU CHENG HAN BIN LIN XUEMEI WANG RONGPING WU HONG TO: LIU CHENG HAN BING HU JIA LIN XUEMEI WANG RONGPING WU HONG |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
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| 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: 20140806 Termination date: 20201130 |