CN102409865A - Mounting and measurement-correcting structure for multi-storey steel structured column - Google Patents
Mounting and measurement-correcting structure for multi-storey steel structured column Download PDFInfo
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- CN102409865A CN102409865A CN2011102367257A CN201110236725A CN102409865A CN 102409865 A CN102409865 A CN 102409865A CN 2011102367257 A CN2011102367257 A CN 2011102367257A CN 201110236725 A CN201110236725 A CN 201110236725A CN 102409865 A CN102409865 A CN 102409865A
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Abstract
The invention discloses a mounting and measurement-correcting structure for a multi-storey steel structured column. In the steel structured column, an upper sectional column and a lower sectional column are butt-jointed. The mounting and measurement-correcting structure is characterized in that a screw rod adjusting unit is arranged; an upper locating plate is horizontally arranged on the upper sectional column; a lower locating plate is horizontally arranged on the lower sectional column; the upper locating plate and the lower locating plate are located in a same upright line; an adjusting screw rod is arranged between the upper locating plate and the lower locating plate; nuts at two ends of the adjusting screw rod are respectively and fixedly connected to the upper locating plate and the lower locating plate; and the nuts are in thread fit with the adjusting screw rod. The problem of measurement correcting during a mounting process of the multi-storey steel structured column is efficiently solved by the mounting and measurement-correcting structure provided by the invention, thereby ensuring the mounting quality of the multi-storey steel structured column.
Description
Technical field
The present invention relates to the measurement update structure in a kind of installation process that is applied in many high-rise steel structure post, more specifically say so and in many high-rise steel structure post installation process, carry out the structure of post absolute altitude, verticality adjustment and calibration.
Background technology
Many high-rise steel structure buildings are the history in existing more than 110 year abroad; 1883 the earliest a building steel work highrise building rise sheer from level ground at Chicago,U.S; Arrived after the World War II because the rise and the explosive growth of population of land price; And to the research of the structural system of high level and super highrise building be gradually improved, the development of computing technique and improving constantly of construction technology level, make high-rise and super highrise building fast development.Many high-rise steel structure constructions are made and have been solved each item technical barrier at present, still are a difficult problem up to now but many high-rise steel structure install and measure control.Traditional how high-rise post is installed; When last segmented column and following segmented column are turned round the shape dislocation; Pillar needs to proofread and correct by the numerical value of regulation and stipulation, and the mode that the calibration steps of traditional pillar adopts the cable wind rope of regulating pillar and the interim otic placode place of segmented column and following segmented column installs backing plate additional on connecting is carried out.This mode not only is awkward, and degree of regulation can not get guaranteeing.
Summary of the invention
The present invention is for avoiding above-mentioned existing in prior technology weak point; Provide a kind of many high-rise steel structure post to install and measure correcting structure; Install and measure the problem of proofreading and correct difficulty in the hope of solving many high-rise steel structure post, eliminate the problem that cumulative errors cause on-the-spot installation accuracy to guarantee in invar structure fabrication and the installation process again.
Technical solution problem of the present invention adopts following technical scheme
Many high-rise steel structure of the present invention post installs and measures correcting structure; Its steel structure column is between last segmented column and following segmented column, to form butt joint; Its design feature is the screw rod regulon to be set be: be on the segmented column on said and be horizontally disposed with location-plate, on said segmented column down, be and be horizontally disposed with location-plate down; The said location-plate of going up is on the same vertical curve with following location-plate; Between location-plate and the following location-plate adjusting screw(rod) is set on said, said adjusting screw(rod) is to be fixedly connected with following location-plate with last location-plate respectively with the two ends nut, is threaded engagement between said nut and the adjusting screw(rod).
The design feature that many high-rise steel structure of the present invention post installs and measures correcting structure also is: said screw rod regulon is set to four groups; Four groups of screw rod regulon branches are in the both sides of the symmetry of steel structure column, and two groups of screw rod regulon branches that are positioned on the same side stand on the position, both sides of place one side.
Compared with present technology, beneficial effect body of the present invention exists:
1, the present invention is provided with the screw rod regulon between last segmented column and following segmented column; Can change the bearing height that between last segmented column and following segmented column, forms by adjusting screw(rod) through the adjustment nut; The on-the-spot measurement update that obtains to install absolute altitude and verticality for many high-rise steel structure post; Eliminate the cumulative errors in invar structure fabrication and the installation process, guarantee installation accuracy.
2, the present invention adopts the screw rod regulon, and it is simple in structure, easy to adjust, the adjustment precision is high.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is screw rod adjustment unit structural representation among the present invention;
Label among the figure: location-plate, 6a upper ear plate under segmented column, 2 clamping plate, 3 nuts, 4 adjusting screw(rod)s, the last location-plate of 5a, the 5b on 1,6b lower ear plate, 7 times segmented columns.
The specific embodiment
Referring to Fig. 1, Fig. 2 and Fig. 3; Many high-rise steel structure of present embodiment post installs and measures in the correcting structure; Steel structure column is between last segmented column 1 and following segmented column 7, to form butt joint; The screw rod regulon is set is: be horizontally disposed with location-plate 5a5a, on following segmented column 7, be and be horizontally disposed with location-plate 5b down being on the last segmented column 1, last location-plate 5a and following location-plate 5b are on the same vertical curve, and adjusting screw(rod) 4 is set between last location-plate and following location-plate; Adjusting screw(rod) 4 is that the nut 3 with two ends is fixedly connected with following location-plate with last location-plate respectively, is threaded engagement between nut 3 and the adjusting screw(rod) 4.
Fig. 1 and shown in Figure 3; For cross section in the present embodiment is the steel structure column of rectangle; The screw rod regulon is set to four groups; Four groups of screw rod regulon branches are in the both sides of the symmetry of steel structure column, and are positioned on the position, both sides that two groups of screw rod regulon branches on the same side stand in place one side, and this distribution form helps realizing rapid adjustment.
The temporary fastening device that is arranged between segmented column 1 and the following segmented column 7 illustrated in figures 1 and 2 is existing form of structure; Be that upper ear plate 6a is set on last segmented column,, between upper ear plate 6a and lower ear plate 6b, fixedly install clamping plate 2 on the segmented column lower ear plate 6b being set down; Constitute the clamping plate fixed cell; Disturb for fear of forming with the screw rod regulon four groups of same both sides of dividing the symmetry that is in steel structure column of clamping plate fixed cell, and the clamping plate fixed cell is to be in different sidepieces with the screw rod regulon.
In the installation process of many high-rise steel structure post; Top with segmented column 7 under last segmented column 1 lifting extremely; It is temporary fixed to utilize clamping plate 2 between upper ear plate 6a and lower ear plate 6b, to be connected to form; Between last segmented column 1 and following segmented column 7, carry out the assembling of each screw rod regulon, adjust the nut 3 in each screw rod regulon, the absolute altitude and the verticality precision that reach setting until steel structure column can implement to be fixedly connected installation between last segmented column and the following segmented column.
Claims (2)
1. the high-rise steel structure post installs and measures correcting structure more than one kind; Said steel structure column is between last segmented column (1) and following segmented column (7), to form butt joint; It is characterized in that being provided with the screw rod regulon is: be on the segmented column (1) on said and be horizontally disposed with location-plate (5a), on said segmented column (7) down, be and be horizontally disposed with location-plate (5b) down; Said upward location-plate (5a) and following location-plate (5b) are on the same vertical curve; Between location-plate (5a) and the following location-plate (5b) adjusting screw(rod) (4) is set on said; Said adjusting screw(rod) (4) is that the nut (3) with two ends is fixedly connected threaded engagement between said nut (3) and the adjusting screw(rod) (4) respectively with following location-plate (5b) with last location-plate (5a).
2. many high-rise steel structure post according to claim 1 installs and measures correcting structure; It is characterized in that said screw rod regulon is set to four groups; Four groups of screw rod regulon branches are in the both sides of the symmetry of steel structure column, and two groups of screw rod regulon branches that are positioned on the same side stand on the position, both sides of place one side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102367257A CN102409865A (en) | 2011-08-17 | 2011-08-17 | Mounting and measurement-correcting structure for multi-storey steel structured column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102367257A CN102409865A (en) | 2011-08-17 | 2011-08-17 | Mounting and measurement-correcting structure for multi-storey steel structured column |
Publications (1)
| Publication Number | Publication Date |
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| CN102409865A true CN102409865A (en) | 2012-04-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011102367257A Pending CN102409865A (en) | 2011-08-17 | 2011-08-17 | Mounting and measurement-correcting structure for multi-storey steel structured column |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102756441A (en) * | 2012-06-21 | 2012-10-31 | 南京甬博数控科技有限公司 | Horizontal adjustment device of wind turbine blade mould |
| CN103967042A (en) * | 2013-01-30 | 2014-08-06 | 五冶集团上海有限公司 | Mounting correction tool for protection corner angle of frame column and manufacturing method thereof |
| CN103982048A (en) * | 2014-05-04 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Overhead correction adjuster for box-shaped steel columns in ultrahigh layer steel structure |
| CN104912342A (en) * | 2015-06-16 | 2015-09-16 | 中国五冶集团有限公司 | Steel column butt joint regulating device |
| CN109386135A (en) * | 2017-08-04 | 2019-02-26 | 北京华商陆海科技有限公司 | Apparatus for building and house |
| CN109403643A (en) * | 2018-12-19 | 2019-03-01 | 浙江中南建设集团钢结构有限公司 | A kind of steel structure column mounting device and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002317452A (en) * | 2001-04-19 | 2002-10-31 | Toda Constr Co Ltd | Erection structure for steel column, and method for erection thereof |
| JP2007186923A (en) * | 2006-01-13 | 2007-07-26 | Kayaba System Machinery Kk | Plumbing adjusting device |
| CN201381650Y (en) * | 2009-04-10 | 2010-01-13 | 江苏顺通建设工程有限公司 | Steel column adjusting device |
| CN201486156U (en) * | 2009-05-15 | 2010-05-26 | 中国十七冶建设有限公司 | Accurate adjustment device for adjusting gap between large-sized steel members |
| CN202170647U (en) * | 2011-08-17 | 2012-03-21 | 安徽富煌钢构股份有限公司 | Installation measurement and correction structure for column of multi-story and tall steel structure |
-
2011
- 2011-08-17 CN CN2011102367257A patent/CN102409865A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002317452A (en) * | 2001-04-19 | 2002-10-31 | Toda Constr Co Ltd | Erection structure for steel column, and method for erection thereof |
| JP2007186923A (en) * | 2006-01-13 | 2007-07-26 | Kayaba System Machinery Kk | Plumbing adjusting device |
| CN201381650Y (en) * | 2009-04-10 | 2010-01-13 | 江苏顺通建设工程有限公司 | Steel column adjusting device |
| CN201486156U (en) * | 2009-05-15 | 2010-05-26 | 中国十七冶建设有限公司 | Accurate adjustment device for adjusting gap between large-sized steel members |
| CN202170647U (en) * | 2011-08-17 | 2012-03-21 | 安徽富煌钢构股份有限公司 | Installation measurement and correction structure for column of multi-story and tall steel structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102756441A (en) * | 2012-06-21 | 2012-10-31 | 南京甬博数控科技有限公司 | Horizontal adjustment device of wind turbine blade mould |
| CN103967042A (en) * | 2013-01-30 | 2014-08-06 | 五冶集团上海有限公司 | Mounting correction tool for protection corner angle of frame column and manufacturing method thereof |
| CN103967042B (en) * | 2013-01-30 | 2017-02-15 | 五冶集团上海有限公司 | Mounting correction tool for protection corner angle of frame column and manufacturing method thereof |
| CN103982048A (en) * | 2014-05-04 | 2014-08-13 | 安徽富煌钢构股份有限公司 | Overhead correction adjuster for box-shaped steel columns in ultrahigh layer steel structure |
| CN104912342A (en) * | 2015-06-16 | 2015-09-16 | 中国五冶集团有限公司 | Steel column butt joint regulating device |
| CN109386135A (en) * | 2017-08-04 | 2019-02-26 | 北京华商陆海科技有限公司 | Apparatus for building and house |
| CN109386135B (en) * | 2017-08-04 | 2019-11-08 | 北京华商陆海科技有限公司 | Apparatus for building and house |
| CN109403643A (en) * | 2018-12-19 | 2019-03-01 | 浙江中南建设集团钢结构有限公司 | A kind of steel structure column mounting device and construction method |
| CN109403643B (en) * | 2018-12-19 | 2024-05-03 | 浙江中南绿建科技集团有限公司 | Steel structure column installation device and construction method |
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Application publication date: 20120411 |