CN202170647U - Installation measurement and correction structure for column of multi-story and tall steel structure - Google Patents
Installation measurement and correction structure for column of multi-story and tall steel structure Download PDFInfo
- Publication number
- CN202170647U CN202170647U CN 201120299978 CN201120299978U CN202170647U CN 202170647 U CN202170647 U CN 202170647U CN 201120299978 CN201120299978 CN 201120299978 CN 201120299978 U CN201120299978 U CN 201120299978U CN 202170647 U CN202170647 U CN 202170647U
- Authority
- CN
- China
- Prior art keywords
- column
- plate
- steel structure
- location
- screw rod
- 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 - Lifetime
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an installation measurement and correction structure for a column of a multi-story and tall steel structure, wherein the column of the steel structure is formed by butting an upper-section column with a lower-section column; and the installation measurement and correction structure is characterized in that a screw rod adjusting unit is adopted so that an upper positioning plate is arranged horizontally on the upper-section column, a lower positioning plate is arranged horizontally on the lower-section column, the upper positioning plate and the lower positioning plate are on the same vertical line, an adjusting screw rod is arranged between the upper positioning plate and the lower positioning plate and fixedly connected with the upper positioning plate and the lower positioning plate through nuts at the two ends respectively, and the nuts are matched with the adjusting screw rod through threads. With the adoption of the installation measurement and correction structure, the problem of measurement and correction during the installation of the column of the multi-story and tall steel structure is solved so that the installation quality of the multi-story and tall steel structure is ensured.
Description
Technical field
The utility model relates to the measurement update structure in a kind of installation process that is applied in many high-rise steel structure post, more specifically says so and in many high-rise steel structure post installation process, carries 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.
The utility model content
The utility model 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.
The utility model technical solution problem adopts following technical scheme
Many high-rise steel structure of the utility model 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 utility model 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, the utility model beneficial effect body exists:
1, the utility model 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 utility model 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 the utility model structural representation;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is a screw rod adjustment unit structural representation in the utility model;
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 |
|---|---|---|---|
| CN 201120299978 CN202170647U (en) | 2011-08-17 | 2011-08-17 | Installation measurement and correction structure for column of multi-story and tall steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120299978 CN202170647U (en) | 2011-08-17 | 2011-08-17 | Installation measurement and correction structure for column of multi-story and tall steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202170647U true CN202170647U (en) | 2012-03-21 |
Family
ID=45828842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120299978 Expired - Lifetime CN202170647U (en) | 2011-08-17 | 2011-08-17 | Installation measurement and correction structure for column of multi-story and tall steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202170647U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409865A (en) * | 2011-08-17 | 2012-04-11 | 安徽富煌钢构股份有限公司 | Mounting and measurement-correcting structure for multi-storey steel structured column |
-
2011
- 2011-08-17 CN CN 201120299978 patent/CN202170647U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409865A (en) * | 2011-08-17 | 2012-04-11 | 安徽富煌钢构股份有限公司 | Mounting and measurement-correcting structure for multi-storey steel structured column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102409865A (en) | Mounting and measurement-correcting structure for multi-storey steel structured column | |
| CN103758263B (en) | A kind of forming method of multilayer cable truss curtain wall construction | |
| CN104912191B (en) | Assembled concrete fabricated column splicing device and use method of splicing device | |
| CN203625921U (en) | Precision control device for pre-embedded mounting of foundation bolts | |
| CN103643637A (en) | Long-span concrete filled steel tube arch bridge construction method achieved through integral lifting on site after vertical turning | |
| CN211922298U (en) | Recyclable tunnel anchor cable strand embedded pipe fine adjustment device | |
| CN202170647U (en) | Installation measurement and correction structure for column of multi-story and tall steel structure | |
| CN204690596U (en) | Viaduct bent cap sizing bed die support | |
| CN209493891U (en) | A kind of cast-in-place guardrail reinforcing bar binding limiter of movable type | |
| CN102605960B (en) | Method for finely adjusting, locating and lifting hollow warehouse roof platform | |
| CN202255389U (en) | Forced centering device for gyroscopic total station | |
| CN201857754U (en) | Positioning device for installing templates with curved surfaces | |
| CN201635183U (en) | Fixed structure of pre-embedded bolt in cast-in-place concrete structure | |
| CN203513056U (en) | Retractable staircase lower truss | |
| CN209837767U (en) | Assembled horizontal prefabricated component supports support body | |
| CN202627370U (en) | Angle regulation fixing base for stair handrail | |
| CN204702442U (en) | A kind of leveling equipment of tower crane base | |
| CN202372196U (en) | Adjustable sensor installation support | |
| CN213297202U (en) | Concrete floor elevation control module | |
| CN213234338U (en) | Pre-buried position auxiliary control ware of pre-buried screw rod | |
| CN201714077U (en) | Steel tube support jacking | |
| CN204753815U (en) | Simple and easy assembly quality of assembled precast concrete post | |
| CN103572870B (en) | A kind of overlength high obliquity curtain wall batter post and mounting method thereof | |
| CN204609352U (en) | Vertical turn terraced adjustable wall attaching parts | |
| CN209841172U (en) | Weighbridge and platform levelness adjusting device thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120321 |
|
| CX01 | Expiry of patent term |