CN102995653A - Side-type high-precision rapid locator for foundation bolts - Google Patents
Side-type high-precision rapid locator for foundation bolts Download PDFInfo
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- CN102995653A CN102995653A CN2012105016346A CN201210501634A CN102995653A CN 102995653 A CN102995653 A CN 102995653A CN 2012105016346 A CN2012105016346 A CN 2012105016346A CN 201210501634 A CN201210501634 A CN 201210501634A CN 102995653 A CN102995653 A CN 102995653A
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- bolt
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- outrigger
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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 the prior art, when the steel work house was installed, steel column was installed on the concrete foundation by stone bolt and (by stone bolt steel column is fixed on the concrete foundation), therefore needed pre-embedded anchoring bolts on concrete foundation.
Stone bolt has two kinds to bury method:
One stays a hollow place in concrete foundation, and is first-class stone bolt in advance on steel column, and then integral body is placed in the concrete foundation hole, again 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, pacifies steel column again: i.e. elder generation's pre-embedded anchoring bolts when making concrete foundation, then fluid concrete forms concrete foundation, and steel column is installed at last again.But the problem that exists is, often stone bolt is difficult for burying standard, if bury standard, then needs to do for a long time, and efficient is low, and even if so, the vibrations of the stone bolt that buries during also easily by concrete casting are given and destroyed.If do not carry out, have to knock out ready-made concrete foundation and heavily come, waste time and energy, but also do not have other ways.
Summary of the invention
The object of the invention is to: propose a kind of side formula stone bolt high accuracy quick positioner, can significantly improve economical, simply, 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 the bottom can detachably be fixed with the concrete foundation cushion cap and the energy multiple spot is regulated the dais of joining of level height, one end and the described dais of joining are fixed, the other end stretches out and is fixed with the outrigger of horizontal location template from its side level, and described locating template is provided with pouring concrete through hole and some anchor (bolt) holes.
In the such scheme, because concrete foundation is to be cast on the concrete foundation cushion cap, steel column is installed on the concrete foundation by stone bolt.Thus, the stone bolt of installing by anchor (bolt) hole suspention wish on the locating template, be fixed on position that the concrete foundation cushion cap calculates and regulate level height by multiple spot by joining dais again, mix up its level height and levelness, each stone bolt on the locating template that guarantees thus to support by outrigger is positioned at required accurately horizontal level, level height and levelness, realize thus the accuracy of embedding anchor bolts, guarantee installation quality.It just looks like a crane, in advance just on the next door of concrete foundation with the unsettled assigned address that is hung in of pre-embedded bolt.Simultaneously, owing to the restriction of locating template to stone bolt on it, so, civil engineering is to the stone bolt fluid concrete time, and vibrations just can't make the stone bolt movement and deformation, have further guaranteed installation quality.Take down this device again and get final product behind concrete initial set, this device can be reused, 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 the described base plate, and being removably fixed in described some adjusting bolts of joining above the high post, described outrigger and described adjusting bolt also can be regulated respectively level height by adjusting nut is fixing.
In the such scheme, each part is detachable, and is convenient to disassembly; During use, at first according to precalculated vertical and horizontal reference line, base plate is fixed on the position that the concrete foundation cushion cap calculates and mixes up levelness, simultaneously, join high post and adjusting bolt is come 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 come elevation control.
As optimal way, described base plate bottom surface be provided with for the fixing bolt hole of concrete foundation cushion cap.
In the such scheme, by in the base plate bottom surface bolt hole being set, realize fixing with the detachable of concrete foundation cushion cap.
As optimal way, described pouring concrete through hole is located in the middle of the locating template, and each anchor (bolt) hole is around its arranged around.
In the such scheme, both make things convenient for pouring concrete construction, avoided again the impact on stone bolt as far as possible.
Beneficial effect of the present invention: installation rate and the installation quality that can significantly improve economic, simply, reliably stone bolt.
Description of drawings
Fig. 1 is the facade structures schematic diagram of the embodiment of the invention;
Fig. 2 is the floor map that the embodiment of the invention is used state;
Fig. 3 is the elevational schematic view that the embodiment of the invention is used state;
Wherein 1 is the 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 the pouring concrete through hole, and 11 is anchor (bolt) hole, and 12 is stone bolt, and 13 is concrete foundation.
The specific embodiment
Following non-limiting examples is used for explanation the present invention.
As shown in Figure 1, 2, 3, a kind of side formula stone bolt high accuracy quick positioner, comprise that the bottom can detachably be fixed with concrete foundation cushion cap 1 and the energy multiple spot is regulated the dais of joining of level height, 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 the base plate 4 that dais comprises that bolt hole, bolt and nut 9 and concrete foundation cushion cap 1 by the bottom surface are detachably fixed, be removably fixed in the high post 5 of joining above the base plate 4 by bolt and nut 9, and being removably fixed in 4 adjusting bolts 6 of joining above the high post 5 by bolt and nut 9, outrigger 3 and adjusting bolt 6 are fixing and can regulate respectively level height by adjusting nut 7.Join high post 5 and be provided with batter brace 8, locating template 2 is provided with pouring concrete through hole 10 and 8 anchor (bolt) holes 11, and pouring concrete through hole 10 is located in the middle of the locating template 2, and 8 anchor (bolt) holes 11 are around its arranged around.Stone bolt 12 penetrates anchor (bolt) hole 11 and is suspended on the locating template 2, and fluid concrete forms concrete foundation 13 more afterwards.
Using method: because concrete foundation 13 is to be cast on the concrete foundation cushion cap 1, steel column is installed on the concrete foundation 13 by stone bolt 12.Thus, the stone bolt 12 of installing by anchor (bolt) hole 11 suspention wishs on the locating template 2, again according to precalculated vertical and horizontal reference line, base plate 4 is fixed on concrete foundation cushion cap 1 to be calculated good position and mixes up levelness, simultaneously, by different size dismountable join high post 5 and adjusting bolt 6 come 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 come elevation control), each stone bolt 12 on the locating template 2 that guarantees thus to support by outrigger 3 is positioned at required accurately horizontal level, level height and levelness, realize thus the accuracy that stone bolt 12 is pre-buried, guarantee installation quality.It just looks like a crane, in advance just on the next door of concrete foundation 13 with the pre-embedded bolt 12 unsettled assigned addresses that are hung in.Simultaneously, owing to the restriction of locating template 2 to stone bolt on it 12, so, civil engineering is to stone bolt 12 fluid concrete the time, and vibrations just can't make stone bolt 12 movement and deformations, have further guaranteed installation quality.Take down this device again and get final product behind concrete initial set, this device can be reused, not only economy but also accurately quick.
The above only is preferred embodiment of the present invention, not in order to limiting the present invention, all any modifications of doing within the spirit and principles in the present invention, is equal to and replaces and improvement etc., all should be included within protection scope of the present invention.
Claims (4)
1. side formula stone bolt high accuracy quick positioner, it is characterized in that: comprise that the bottom can detachably be fixed with the concrete foundation cushion cap and the energy multiple spot is regulated the dais of joining of level height, one end and the described dais of joining are fixed, the other end stretches out and is fixed with the outrigger of horizontal location template from its side level, 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 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 the described base plate, and being removably fixed in described some adjusting bolts of joining above the high post, described outrigger and described adjusting bolt also can be regulated respectively level height by adjusting nut is fixing.
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. such as claim 1,2 or 3 described side formula stone bolt high accuracy quick positioners, it is characterized in that: described pouring concrete through hole is located in the middle of the locating template, and each anchor (bolt) hole is around its arranged around.
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 true CN102995653A (en) | 2013-03-27 |
| CN102995653B CN102995653B (en) | 2014-08-06 |
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| 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 |
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| CN (1) | CN102995653B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569385A (en) * | 2015-12-28 | 2016-05-11 | 成都市工业设备安装公司 | Building industrialization PC component production line mounting and debugging process |
| CN105735340A (en) * | 2016-03-22 | 2016-07-06 | 中国十九冶集团有限公司 | Street lamp concrete foundation locating 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 |
Citations (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 |
| CN101266011A (en) * | 2008-04-22 | 2008-09-17 | 中冶天工建设有限公司 | Mounting device for preburying high precision major diameter anchor bolt and mounting method therefor |
| 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 |
| CN101338566A (en) * | 2008-08-29 | 2009-01-07 | 河北省第四建筑工程公司 | Integral built-in process for groups of anchor bolts |
| US20090279959A1 (en) * | 2008-05-07 | 2009-11-12 | B.C.H. Corporation | Support bracket for a column |
| 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 |
| 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 |
| 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 |
| US20110308183A1 (en) * | 2009-06-24 | 2011-12-22 | Mitsubishi Heavy Industries, Ltd | Concrete platform production process, concrete platform, and connecting member |
| 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 | Elevated platform foundation bolt fixing device |
-
2012
- 2012-11-30 CN CN201210501634.6A patent/CN102995653B/en not_active Expired - Fee Related
Patent Citations (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 |
| CN101266011A (en) * | 2008-04-22 | 2008-09-17 | 中冶天工建设有限公司 | Mounting device for preburying high precision major diameter anchor bolt and mounting method therefor |
| US20090279959A1 (en) * | 2008-05-07 | 2009-11-12 | B.C.H. Corporation | Support bracket for a column |
| CN101338566A (en) * | 2008-08-29 | 2009-01-07 | 河北省第四建筑工程公司 | Integral built-in process for groups of anchor bolts |
| US20110308183A1 (en) * | 2009-06-24 | 2011-12-22 | Mitsubishi Heavy Industries, Ltd | Concrete platform production process, concrete platform, and connecting member |
| 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 | Elevated platform foundation bolt fixing device |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569385A (en) * | 2015-12-28 | 2016-05-11 | 成都市工业设备安装公司 | Building industrialization PC component production line mounting and debugging process |
| 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 |
| CN105735340A (en) * | 2016-03-22 | 2016-07-06 | 中国十九冶集团有限公司 | Street lamp concrete foundation locating 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102995653B (en) | 2014-08-06 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of 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 | ||
| 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: 20140806 Termination date: 20201130 |