CN204881624U - Super high -rise building core section of thick bamboo template location survey controlling means - Google Patents
Super high -rise building core section of thick bamboo template location survey controlling means Download PDFInfo
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- CN204881624U CN204881624U CN201520463016.6U CN201520463016U CN204881624U CN 204881624 U CN204881624 U CN 204881624U CN 201520463016 U CN201520463016 U CN 201520463016U CN 204881624 U CN204881624 U CN 204881624U
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- core walls
- walls structure
- rise building
- thick bamboo
- laser
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- 235000017166 Bambusa arundinacea Nutrition 0.000 title abstract 5
- 235000017491 Bambusa tulda Nutrition 0.000 title abstract 5
- 241001330002 Bambuseae Species 0.000 title abstract 5
- 235000015334 Phyllostachys viridis Nutrition 0.000 title abstract 5
- 239000011425 bamboo Substances 0.000 title abstract 5
- 238000003466 welding Methods 0.000 claims abstract description 9
- 238000013461 design Methods 0.000 abstract description 4
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000011161 development Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
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- Length Measuring Devices By Optical Means (AREA)
Abstract
The utility model discloses a super high -rise building core section of thick bamboo template location survey controlling means, saying so more specifically be applicable to any hollow, reserve the elevartor shaft for a section of thick bamboo, single or do not have the location survey controlling means of template levelness yu the perpendicularity of the core section of thick bamboo of the scope of operation side by side. The device transmits the control point to the work layer, at core section of thick bamboo inner wall four corners welding stent, support central authorities are operation platform, the last mobile rail that installs of operation platform, the mobilizable measuring instrument platform of installation on the track. Settle the top on the measuring instrument platform and install the laser demarcation device of prism, settle the total powerstation in the datum mark, take one's place laser demarcation device to the design position, the rotatory adjustment transmission template control line of laser demarcation device, the elevation of horizontal laser ray is obtained to the distance at elevation control point through horizontal laser ray. Utilize horizontal, vertical laser beam to carry out template positioning control. The utility model provides an empty problem of not having the scope of operation of core height of cylindrical section, it is high to operate swift precision directly perceived.
Description
Technical field
The utility model patent is a kind of high-rise building Core Walls Structure Template Location survey control technology, be in particular be applicable to any hollow, reserved elevator be cylinder, the template levelness of Core Walls Structure in no operatton face and the location survey control device of verticality.
Background technology
Along with the quickening of the national economic development, urbanization process, high-rise building fast development.Current construction of super highrise building field, general structure form is that tube-in-tube structure and steel construction housing cylinder add concrete inner tube structure form, in Core Walls Structure construction, the technology such as normal employing climbing form frame, integrally hoisting steel platform, Core Walls Structure shear wall is prior to floor slab construction, there is no operation task face during Core Walls Structure template contral, the axis of Core Walls Structure template and the control of absolute altitude cannot be completed.
Utility model content
Fundamental purpose of the present utility model is to provide a kind of process of high-rise building Core Walls Structure Template Location Survey control, in the Survey control of high-rise building Core Walls Structure template construction, the operating platform of design specialized, adopt laser level to provide the control line of template axis and absolute altitude in real time, precision directly perceived swift to operate is high.
For achieving the above object, the utility model provides following technical scheme: a kind of high-rise building Core Walls Structure Template Location measuring and controlling, is passed to work layer by reference mark; Comprise the welding support being welded on Core Walls Structure inwall corner, the central authorities of described welding support are operating platform; Described operating platform is connected with moving guide rail, described moving guide rail slidably connects surveying instrument platform; Surveying instrument platform is connected with laser level; Datum mark is mounted with total powerstation.
Described Core Walls Structure is tubular, elevator that is single or two or more no operatton face side by side, and each elevator shaft independently installs and measures instrument platform.
Prism apparatus is installed at the top of described laser level.
Described laser level projection has transverse direction, longitudinal direction, horizontal direction laser line.
Beneficial effect: incorporation engineering feature makes specific purpose tool, reference mark transmitting accuracy is improved, by high-precision reference mark, utilize laser level to provide control line in real time, thus fast, the position of high-quality, efficiently control core cylinder verticality, levelness and door-window opening.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in detail.
Fig. 1 is that reference mark is passed to work layer schematic diagram;
Fig. 2 is Core Walls Structure operating platform schematic diagram;
Fig. 3 is laser level schematic diagram in place;
Fig. 4 is laser level Survey control schematic diagram;
Fig. 5 is that laser level arranges prism schematic diagram.
In figure, 1-internal locus of control; 2-measures support; 3-Core Walls Structure inwall; 4-welding support; 5-operating platform; 6-moving guide rail; 7-surveying instrument platform; 8-laser level; 9-prism; 10-total powerstation; 11-adjacent reference point; 14-optional position; 15-absolute altitude control line.
Embodiment
In structure construction, the construction of Core Walls Structure is prior to housing tube construction, and the leading civil engineering of steel construction follows closely, and Core Walls Structure verticality directly has influence on follow-up housing tube construction, and therefore the Survey control of Core Walls Structure is even more important.Being passed to by laser level at reference mark during Core Walls Structure construction is fixed on Core Walls Structure construction layer measurement support, by the distance between total station survey axial line control point and angle.Core Walls Structure is tubular, elevator that is single or two or more no operatton face side by side, and each elevator shaft independently installs and measures instrument platform.
This high-rise building Core Walls Structure Template Location measuring and controlling, is passed to work layer by reference mark; Comprise the welding support being welded on Core Walls Structure inwall corner, the central authorities of described welding support are operating platform; Described operating platform is connected with moving guide rail, described moving guide rail slidably connects surveying instrument platform; Surveying instrument platform is connected with laser level; Datum mark is mounted with total powerstation.Prism apparatus is installed at the top of described laser level.Described laser level projection has transverse direction, longitudinal direction, horizontal direction laser line.
This high-rise building Core Walls Structure Template Location Survey control method, survey as follows and establish Core Walls Structure formwork control axis and absolute altitude:
Step one, by the internal locus of control 1 being arranged on Core Walls Structure outer wall, reference mark is passed to Core Walls Structure construction layer and measures on support 2, checked by angle, distance, check the qualified rear reference point as template contral.
Step 2, at Core Walls Structure inwall 3 four jiaos of welding supports 4, utilize surveyor's staff to allocate roughly, support central authorities are operating platform 5.
Moving guide rail 6 installed by step 3, operating platform 5, track is moveable surveying instrument platform 7, surveying instrument platform is settled laser level 8, laser level 8 can provide transverse direction, longitudinal direction, horizontal direction laser line.Laser level 8 top is provided with prism 9, for the measurement of coordinates of laser level 8 settlement.
Step 4, datum mark 2 settle total powerstation 10, after backsight adjacent reference point 11 orientation, rotates to the grid azimuth identical with longitudinal axis, make sight line be parallel to longitudinal axis, Δ Y convergence and zero; Its coordinate measured by the prism 9 sighting laser level 8 top; Total powerstation shows the difference DELTA X of laser level 8 position and design attitude, on track 6, traverse measurement instrument platform 7 makes Δ X level off to zero, and Δ Z obtains laser level 8 design attitude by the transmission of absolute altitude working base point.
After step 5, laser level 8 are in place, open power supply of remote controller switch, laser level 8 launches transverse direction, longitudinal direction and horizontal direction control line; Now, horizontal, longitudinal laser beam is optional position 14, open telepilot rotary switch to rotate by laser level 8, when longitudinal laser rays that laser level 8 is launched and total powerstation sight line are with orientation, just can obtain template horizontal stroke, longitudinal control line and absolute altitude control line 15.
Step 6, to obtain the elevation of horizontal laser light line to the distance at absolute altitude reference mark by measuring horizontal laser light line, utilizing horizontal stroke, longitudinal laser beam carries out Template Location control.
Claims (4)
1. a high-rise building Core Walls Structure Template Location measuring and controlling, is characterized in that, reference mark is passed to work layer; Comprise the welding support being welded on Core Walls Structure inwall corner, the central authorities of described welding support are operating platform; Described operating platform is connected with moving guide rail, described moving guide rail slidably connects surveying instrument platform; Surveying instrument platform is connected with laser level; Datum mark is mounted with total powerstation.
2. high-rise building Core Walls Structure Template Location measuring and controlling according to claim 1, is characterized in that, described Core Walls Structure is tubular, elevator that is single or two or more no operatton face side by side, and each elevator shaft independently installs and measures instrument platform.
3. high-rise building Core Walls Structure Template Location measuring and controlling according to claim 1, is characterized in that, prism apparatus is installed at the top of described laser level.
4. high-rise building Core Walls Structure Template Location measuring and controlling according to claim 1, is characterized in that, described laser level projection has transverse direction, longitudinal direction, horizontal direction laser line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520463016.6U CN204881624U (en) | 2015-07-01 | 2015-07-01 | Super high -rise building core section of thick bamboo template location survey controlling means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520463016.6U CN204881624U (en) | 2015-07-01 | 2015-07-01 | Super high -rise building core section of thick bamboo template location survey controlling means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204881624U true CN204881624U (en) | 2015-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520463016.6U Expired - Fee Related CN204881624U (en) | 2015-07-01 | 2015-07-01 | Super high -rise building core section of thick bamboo template location survey controlling means |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107843243A (en) * | 2017-10-31 | 2018-03-27 | 中国冶集团有限公司 | A kind of skyscraper alien invasion laser measurement corrects system and method |
| CN108253924A (en) * | 2017-12-29 | 2018-07-06 | 上海建工集团股份有限公司 | A kind of steel construction deforms automatic inclination measurement device |
| CN109323689A (en) * | 2018-12-03 | 2019-02-12 | 中铁六局集团有限公司 | Total station survey auxiliary device and total station measuring system |
| US20210163265A1 (en) * | 2019-02-22 | 2021-06-03 | Hitachi Building Systems Co., Ltd. | Reference Core Position Calculation Device for Elevator and Reference Core Position Calculation Method |
| CN114136226A (en) * | 2021-11-05 | 2022-03-04 | 北京建工国际建设工程有限责任公司 | High-precision measuring method for vertical compression deformation of super high-rise building |
-
2015
- 2015-07-01 CN CN201520463016.6U patent/CN204881624U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107843243A (en) * | 2017-10-31 | 2018-03-27 | 中国冶集团有限公司 | A kind of skyscraper alien invasion laser measurement corrects system and method |
| CN107843243B (en) * | 2017-10-31 | 2020-08-14 | 中国一冶集团有限公司 | High-rise building facade laser measurement correction system and method |
| CN108253924A (en) * | 2017-12-29 | 2018-07-06 | 上海建工集团股份有限公司 | A kind of steel construction deforms automatic inclination measurement device |
| CN109323689A (en) * | 2018-12-03 | 2019-02-12 | 中铁六局集团有限公司 | Total station survey auxiliary device and total station measuring system |
| CN109323689B (en) * | 2018-12-03 | 2023-10-03 | 中铁六局集团有限公司 | Total station measurement auxiliary device and total station measurement system |
| US20210163265A1 (en) * | 2019-02-22 | 2021-06-03 | Hitachi Building Systems Co., Ltd. | Reference Core Position Calculation Device for Elevator and Reference Core Position Calculation Method |
| US11953317B2 (en) * | 2019-02-22 | 2024-04-09 | Hitachi Building Systems Co., Ltd. | Reference core position calculation device for elevator and reference core position calculation method |
| CN114136226A (en) * | 2021-11-05 | 2022-03-04 | 北京建工国际建设工程有限责任公司 | High-precision measuring method for vertical compression deformation of super high-rise building |
| CN114136226B (en) * | 2021-11-05 | 2024-01-30 | 北京建工国际建设工程有限责任公司 | High-precision measurement method for vertical compression deformation of super high-rise building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20151216 |