CN200964697Y - Reverse-striking steel column vertical positioning device - Google Patents
Reverse-striking steel column vertical positioning device Download PDFInfo
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- CN200964697Y CN200964697Y CN 200620148356 CN200620148356U CN200964697Y CN 200964697 Y CN200964697 Y CN 200964697Y CN 200620148356 CN200620148356 CN 200620148356 CN 200620148356 U CN200620148356 U CN 200620148356U CN 200964697 Y CN200964697 Y CN 200964697Y
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- steel column
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- adjuster
- positioning device
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Abstract
A vertical positioning device of inverse hitting steel columns arranges groups of retaining adjusters with intervals in the periphery intervals of steel columns. Wherein, every one group of adjusters has a base arranged near the steel columns; a pressing board taking the shape of a long slab to press against a wall; a plurality of pivot connecting arms which are arranged intervallic and connectedly between the base and the pressing board with intervals; an oil pressure supporting which is connected between the base of every group of adjusters and the pressing board; and a computer numeral monitoring device used to observe the verticality and shift amount of steel columns, and making accurate adjustment. In this way, the steel columns are vertically positioned in construction in the help of the adjusters, and the supporting range of vertical earth retaining is relatively large, which can bring into enough supporting force. Besides, the verticality and the shift amount of the steel columns are accurately adjusted by the computer numeral monitoring device, thus complete vertical positioning is achieved.
Description
Technical field
The utility model is relevant steel column perpendicular positioning device, refers to especially by the computer numeral supervising device, allows steel column easier correction when construction be tending towards the backhander steel column perpendicular positioning device of accurate perpendicular positioning.
Background technology
Backhander worker method (Top-Down Construction Method) influences because of not being subjected to weather, has the underground construction noiselessness again, but and advantage underground and the parallel construction reduction of erection time of superstructure, beam that is applied or floor can be used as retaining soil again and support, replace H steel support safety height, in the time of can reducing deep excavation De Mao and decrease adjacent situation, especially being fit to the metropolitan area building has underground construction, particularly large tracts of land, deep excavation and the unbalanced bases of side direction soil pressure such as basement engineering or subway rapid transit.It is one of important worker's method of modern architecture, but because will support the superstructure body weight when applying, need to examine at any time the reinforcement of works opening portion, and concrete in work seam water put time-consuming, also can influence intensity so need the height construction technology, after external introduction, the promptly many do improvement of the relevant same trade make its works more become perfect.
For example, disclosed TW374098 number, a kind of steel strut lowering equipment and method thereof of foundation pile are a typical case, main structure includes: correction framework, feigned column, horizontal adapter, steel column and steel column adjuster, angle detector etc., wherein: feigned column is fixed in the correction framework, and the mat correction framework is adjusted its vertical line and position; Horizontal adapter is linked between feigned column and the steel strut with a cruciform joint structure; Steel strut is provided with four groove seats and four carriages on its hypomere wall; The steel column adjuster be a hydraulic jack and can be inserted on the carriage of steel strut and mat in addition side bearing in the stake hole wall; Angle detector, it is installed in the angle detector on the groove seat of steel strut, and has RCA to be connected to angle display; When implementing to hang according to the above structure, steel strut gets itself weight of mat and obtains suitable verticality, the demonstration of mat viewing angle indicator and control the steel column adjuster again, make it obtain more accurately verticality and fix it, the height of the backsight slurry face of waiting to be in the milk is more in regular turn with recovery such as steel column adjuster and angle detectors.
Present various backhander worker method has a lot of blind spot, build because of its steel column and to be located in the circular Chinese toon hole or in the rectangle wall body time, for preventing the domain avalanche, must fill with stable liquid in its Chinese toon hole, avalanche prevention measures such as mud liquid, water from top to bottom from concrete and to put, to finishing in the saturation history of imbedding operation, its backhander steel column face certainly will be subjected to the concrete lateral compression and cylinder takes place to be offset, vertical precision can be because of the displacement misalignment, and conventional method is mostly prolonged the precise and tiny instrument of usefulness and is measured, can only observe capital sub-fraction on the ground, its shaft major part all in water, can't significant effective observe the situation that steel column hangs.Though whether present advanced equipment observes its buoy in the center at horizontal bubbler tube of shaft next door installing, make indirect conduct judge the shaft position, the tangible difficulty of this visual operation process reaches requirement accurately.
Moreover, all backhander steel structure columns are provided with jack on one's body, to be used for outwards replacing position, naked hole at Chun Bi, but traditional type equipment such as Fig. 6, shown in Figure 7, its used supporting way all be the position in the horizontal direction, in a single day effective application of force area that can contain lid is little, so when running into soft domain, its jack support end very easily is absorbed in the domain, is its disadvantage and lose debugging functions.
Because of the existing shortcoming of case before reaching in view of the above-mentioned person of commonly using, the utility model people after studying improvement in many ways, succeeds in developing the utility model to be engaged in the experience that Foundation Design reaches year surplus in the of 30 finally.
Summary of the invention
The utility model purpose is, a kind of backhander steel column perpendicular positioning device is provided, and it has the retaining soil adjuster that the up rightness assist location supports, and makes the effective range of its retaining soil wider, and be provided with the computer numeral supervising device, allow steel column easier correction when construction be tending towards accurate perpendicular positioning.
Technical solutions of the utility model: a kind of backhander steel column perpendicular positioning device, it mainly keeps off native adjuster by the spaced apart array of steel column periphery and supervising device is constituted, it is characterized in that,
This adjuster has:
One pedestal is looped around the steel column outside;
One in order to replace the plate of replacing on Chun Bi, is long plate shape;
Several driving arms, the interval is connected pedestal and replaces between the plate, and;
One oil lift device, oblique top are connected pedestal and replace between the plate;
Wherein, be connected with verticality and shift amount on the steel column, with the computer numeral supervising device of revising in order to the observation steel column.
Wherein, the every limit of this adjuster disposes two driving arms, and the position is at the upper and lower of pedestal side respectively; This oil lift device is configured in the side below of support end on one side, Yi Bian and be connected on the below of pedestal and link to each other with driving arm.
Wherein, this adjuster is selected from U shaped steel, U-steel, H shaped steel, square steel, semi-circular Guan Gang a kind of steel profile wherein.
Wherein, this adjuster its replace plate and have with the steel column degree of depth and keep off native length accordingly.
Wherein, this backhander steel column body has a fixed point, device has the electronic type clinometer on it, and this electronic type clinometer and one rest on the ground is used for the verticality of water steel column position situation and shift amount image being presented on on-the-spot computer screen and the supervising device that cylinder carries out the instant computer numeral peripheral equipment of revising of vertical precision being connected.
The utility model beneficial effect: by this, make steel column additional vertical location because of adjuster when construction, and the scope of shoring that is up rightness retaining soil is wider, can bring into play enough support forces, allow steel column precisely revise, so can reach complete perpendicular positioning because of verticality and shift amount with computer numeral supervising device.
For enabling further to understand constitution content of the present utility model and other characteristics, lift the utility model now than specific embodiment, and the embodiment of conjunction with figs. describes as described below in detail.
Description of drawings
Fig. 1: be application illustration of the present utility model.
Fig. 2: be the plan view that the utility model adjuster is opened outward.
Fig. 3: be the plan view that contracts in the utility model adjuster.
Fig. 4: be the utility model steel column verticality orientation image source map.
Fig. 5: be the utility model shift amount orientation image source map.
Fig. 6: the application illustration that is habit formula structure.
Fig. 7: the application illustration that is another kind of habit formula structure.
The specific embodiment
As Fig. 1～shown in Figure 3, a kind of backhander steel column perpendicular positioning device that the utility model is designed, it mainly is to be interval with array at steel column 1 periphery to keep off native adjuster 2, it has the plate of replacing 21 each group adjuster 2, pastes and establishes with steel column 1 is near;
One pedestal 22 is long plate shape in order to replace at Chinese toon wall 3;
Several driving arms 23 are connected with at interval and are replacing between plate 21 and the pedestal 22;
One oil lift device 24, oblique top are connected with replacing between plate 21 and the pedestal 22 at each group adjuster 2; And
One computer numeral supervising device 5 in order to the addendum modification of observation steel column, and is done to revise accurately.
During enforcement, this adjuster 2 can adopt steel profile such as U shaped steel, U-steel, H shaped steel, square steel and semi-circular Guan Gang made.Its each group adjuster 2 every limits are equipped with two driving arms 23, and the position is at the upper and lower of replacing plate 21 sides respectively; And this oil lift device 24 is configurable below the side of pedestal 22 on one side, another side then winding replace plate 21 below link to each other with driving arm 23.In addition, the retaining of these adjuster 2 its pedestals 22 soil length also can be decided according to steel column 1 degree of depth.
By this, utilize the designed adjuster of the utility model 2, be up rightness retaining soil in the time of can making 1 construction of backhander steel column, the scope of effectively shoring of its long plate shape pedestal 22 is wider, so can bring into play enough support forces, can not be subjected to the influence in soft domain, can allow steel column 1 more be subject to push away and revise and be tending towards perpendicular positioning accurately, and treat that concrete casting is put and finish steel column 1 and bury underground, obtained already correctly fixing after, adjuster 2 of the present utility model just can take out to reclaim and continue use.
As shown in Figure 1, on overall applicability, and can a fixed point be set with device electronic type clinometer 4 on one's body at backhander steel column 1, with linking to each other with a supervising device 5 of being located at ground computer numeral peripheral equipment, the scientific and technological equipment of forming a kind of high sensitivity observation system, the electronic type clinometer 4 that utilizes backhander steel column 1 to be provided with on one's body, make in the operation steel column 1 when the location, produce displacement if be subjected to external concrete extruding, can this message be transferred on the ground induction effect, mat computer numeral peripheral equipment supervising device 5, software technology with advanced person's research and development is analyzed, immediately the picture with the 1 position situation of steel column in the water is presented on on-the-spot computer screen 51, basically it can show graphic materials from screen 51, and according to Fig. 4, the steel column 1 cylinder verticality shown in Figure 5 and the precision correction flow chart of shift amount are revised accurately, that is: phase I A-backhander steel column locator value; Second stage B-backhander steel column and concrete are imbedded the initial point value; Phase III C-backhander steel column and concrete are imbedded end point values; Quadravalence section D-backhander steel column is imbedded operation and is finished correction value.So be that the sixth of the twelve Earthly Branches foot is made the situation that the constructor can know visual steel column 1 existing place for on-the-spot prison, whether close the foundation that symbol designing requirement and conduct are accurately revised, whole construction course all can be at computer auxiliary clear down see verticality and shift amount, very clear in the operation, precision is easy to again control, so can be able to effectively improve worker's method to promote construction quality.
Above-mentioned specific embodiment is to be used for describing in detail the purpose of this utility model, feature and effect, only be part embodiment of the present utility model, when not limiting practical range of the present utility model with this, all people's bodyguards of being familiar with this type of skill according to the above description, reach the conversion or the modification that reach the equivalence of doing on effect according to the architectural feature of the application's claim, its essence does not break away from spiritual category person of the present utility model, all should be included in the patent right scope of the present utility model.
Claims (5)
1. backhander steel column perpendicular positioning device, it mainly keeps off native adjuster by the spaced apart array of steel column periphery and supervising device is constituted, it is characterized in that,
This adjuster has:
One pedestal is looped around the steel column outside;
One in order to replace the plate of replacing on Chun Bi, is long plate shape;
Several driving arms, the interval is connected pedestal and replaces between the plate, and;
One oil lift device, oblique top are connected pedestal and replace between the plate;
Wherein, be connected with verticality and shift amount on the steel column, with the computer numeral supervising device of revising in order to the observation steel column.
2. backhander steel column perpendicular positioning device as claimed in claim 1 is characterized in that the every limit of this adjuster disposes two driving arms, and the position is at the upper and lower of pedestal side respectively; This oil lift device is configured in the side below of support end on one side, Yi Bian and be connected on the below of pedestal and link to each other with driving arm.
3. backhander steel column perpendicular positioning device as claimed in claim 1 is characterized in that this adjuster is selected from U shaped steel, U-steel, H shaped steel, square steel, semi-circular Guan Gang a kind of steel profile wherein.
4. backhander steel column perpendicular positioning device as claimed in claim 1 is characterized in that, it replaces this adjuster plate and have with the steel column degree of depth and keep off native length accordingly.
5. backhander steel column perpendicular positioning device as claimed in claim 1, it is characterized in that, this backhander steel column body has a fixed point, device has the electronic type clinometer on it, and this electronic type clinometer and one rest on the ground is used for the verticality of water steel column position situation and shift amount image being presented on on-the-spot computer screen and the supervising device that cylinder carries out the instant computer numeral peripheral equipment of revising of vertical precision being connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620148356 CN200964697Y (en) | 2006-10-24 | 2006-10-24 | Reverse-striking steel column vertical positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620148356 CN200964697Y (en) | 2006-10-24 | 2006-10-24 | Reverse-striking steel column vertical positioning device |
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| CN200964697Y true CN200964697Y (en) | 2007-10-24 |
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| CN 200620148356 Expired - Fee Related CN200964697Y (en) | 2006-10-24 | 2006-10-24 | Reverse-striking steel column vertical positioning device |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436743A (en) * | 2016-10-21 | 2017-02-22 | 开普天（上海）国际贸易有限公司 | Guide pipe for steel stand column guide insertion construction |
| CN106545012A (en) * | 2016-10-21 | 2017-03-29 | 开普天（上海）国际贸易有限公司 | Steel column guide pipe insertion technique |
| CN108716912A (en) * | 2018-04-16 | 2018-10-30 | 上海同济检测技术有限公司 | Dual axis inclinometer verticality tracking measurement method |
| CN108824823A (en) * | 2018-07-26 | 2018-11-16 | 深圳市建工集团股份有限公司 | A kind of construction method of steel column verticality correction |
| AU2017231583B2 (en) * | 2016-03-09 | 2021-11-18 | Iqip Holding B.V. | Frame for guiding and supporting a foundation element, the frame comprising a plurality of guide mechanisms |
-
2006
- 2006-10-24 CN CN 200620148356 patent/CN200964697Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2017231583B2 (en) * | 2016-03-09 | 2021-11-18 | Iqip Holding B.V. | Frame for guiding and supporting a foundation element, the frame comprising a plurality of guide mechanisms |
| CN106436743A (en) * | 2016-10-21 | 2017-02-22 | 开普天（上海）国际贸易有限公司 | Guide pipe for steel stand column guide insertion construction |
| CN106545012A (en) * | 2016-10-21 | 2017-03-29 | 开普天（上海）国际贸易有限公司 | Steel column guide pipe insertion technique |
| CN106436743B (en) * | 2016-10-21 | 2019-10-01 | 开普天（上海）国际贸易有限公司 | The guide pipe of insertion construction is oriented to for steel column |
| CN108716912A (en) * | 2018-04-16 | 2018-10-30 | 上海同济检测技术有限公司 | Dual axis inclinometer verticality tracking measurement method |
| CN108716912B (en) * | 2018-04-16 | 2020-07-28 | 上海同济检测技术有限公司 | Perpendicularity tracking and measuring method for double-shaft inclinometer |
| CN108824823A (en) * | 2018-07-26 | 2018-11-16 | 深圳市建工集团股份有限公司 | A kind of construction method of steel column verticality correction |
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Legal Events
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |