CN203837707U - Construction measurement device for super high-rise building core tube - Google Patents
Construction measurement device for super high-rise building core tube Download PDFInfo
- Publication number
- CN203837707U CN203837707U CN201420159892.5U CN201420159892U CN203837707U CN 203837707 U CN203837707 U CN 203837707U CN 201420159892 U CN201420159892 U CN 201420159892U CN 203837707 U CN203837707 U CN 203837707U
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- China
- Prior art keywords
- core walls
- walls structure
- steel plates
- rise building
- core tube
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- Expired - Fee Related
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Abstract
The utility model discloses a construction measurement device for a super high-rise building core tube. The construction measurement device comprises a steel member fixed on a core tube wall, strip-shaped steel plates protruded towards the outer side of the core tube wall are fixed on the upper side and the lower side of the steel member respectively, the two strip-shaped steel plates are parallel to each other and perpendicular to the axial direction of the core tube wall, an inclined support is arranged between the two strip-shaped steel plates to perform supporting, square steel plates are fixed at the outer ends of the two strip-shaped steel plates respectively, the two square steel plates are parallel to each other and are protruded towards the outer sides of the square steel plates, the centers of the two square steel plates are correspondingly provided with measuring holes of fai 30 mm, a measuring instrument is installed on the square steel plate located on the upper side, and a signal transmitting port of the measuring instrument is just opposite to the measuring holes. The construction measurement device effectively solves the technical problem of super high-rise building core tube construction measurement and improves measurement accuracy and working efficiency.
Description
Technical field
The utility model relates to Core Walls Structure construction survey device.
Background technology
High-rise building main structure construction at present adopts not contour synchronous soaring crossings on different level construction conventionally, core wall structure construction adopts hydraulic climbing formwork frame construction, the construction separated with horizontal structure of its vertical structure, and have all the time the discrepancy in elevation, core tube construction plane cannot be measured according to plane control reference point.Core Walls Structure horizontal control network, elevation transmission and verticality are controlled, and rely on traditional construction measurement technology, and not only difficulty of construction is large, and work efficiency is poor, and degree of accuracy is not high.
Utility model content
Technical problem to be solved in the utility model is just to provide a kind of high-rise building Core Walls Structure construction survey device, efficiently solves the problem that construction survey cannot utilize surveying instrument to carry out reference mark transmission, reaches the object of increasing work efficiency with quality.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: high-rise building Core Walls Structure construction survey device, comprise the steel member being fixed on Core Walls Structure body of wall, each fixes one to the outstanding bar steel plate of Core Walls Structure wall outer side the upper and lower both sides of described steel member, two bar steel plates are parallel to each other and are all axially vertical with Core Walls Structure body of wall, between two bar steel plates, being provided with bearing diagonal supports, each fixes a square plate two bar steel plate outer ends, two square plates are parallel to each other and all to square plate outside, give prominence to, two square plate center correspondences are provided with the measured hole of φ 30mm, be positioned on the square plate of upside surveying instrument is installed, the signal emission port of surveying instrument is over against measured hole.
Preferably, described steel member is an angle steel, is embedded in Core Walls Structure body of wall.
Preferably, two bar steel plates are parallel to each other and are all axially vertical with Core Walls Structure body of wall, and it is highly controlled at 60～80cm up and down.
Preferably, described bearing diagonal carries out two-way diagonal brace by the supporting steel plate of two bar shapeds, and the two ends of described supporting steel plate are welded and fixed with bar steel plate respectively.
Preferably, between bar steel plate and steel member and between square plate and bar steel plate, be all welded and fixed.
The utility model adopts steel member, bar steel plate, square plate and bearing diagonal to be welded into mutually the stationary installation that can install and measure instrument, and by the method for pre-buried steel member, this stationary installation is arranged on Core Walls Structure body of wall, like this, when high-rise building Core Walls Structure is constructed, just can carry out construction survey.
Adopt technique scheme to have the following advantages and effect: to efficiently solve the technical barrier of high-rise building Core Walls Structure construction survey, improved measuring accuracy and work efficiency.The utility model is made simple, and it is convenient to install, with low cost, easy to utilize.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is further described:
Fig. 1 is the structural representation of high-rise building Core Walls Structure construction survey device;
Fig. 2 is the vertical view of high-rise building Core Walls Structure construction survey device;
Fig. 3 is the side view of high-rise building Core Walls Structure construction survey device.
Embodiment
As shown in Figure 1 to Figure 3, high-rise building Core Walls Structure construction survey device, comprise steel member 1, bar steel plate 2, square plate 3 and bearing diagonal 4, described steel member 1, bar steel plate 2, square plate 3 and bearing diagonal 4 are welded into mutually stationary installation, and this stationary installation is arranged on Core Walls Structure body of wall by the method for pre-buried steel member.
Concrete, each fixes one to the outstanding bar steel plate 2 of Core Walls Structure wall outer side to described steel member 1 up and down, two bar steel plates 2 are parallel to each other and are all axially vertical with Core Walls Structure body of wall, between two bar steel plates 2, being provided with bearing diagonal 4 supports, each fixes a square plate 3 two bar steel plate 2 outer ends, two square plates 3 are parallel to each other and all to square plate outside, give prominence to, two square plate center correspondences are provided with the measured hole of φ 30mm, be positioned on the square plate of upside surveying instrument 5 is installed, the signal emission port of surveying instrument is over against measured hole.
Described steel member is angle steel, is embedded in Core Walls Structure body of wall.Described two bar steel plates are highly controlled at 60～80cm up and down.Described bearing diagonal carries out two-way diagonal brace by the supporting steel plate of two bar shapeds, and the two ends of described supporting steel plate are welded and fixed with bar steel plate respectively.Between bar steel plate and steel member and between square plate and bar steel plate, be all welded and fixed.Described bar steel plate 2 and square plate 3 are upper and lower symmetrical structures, fix with angle steel steel Member Welding.The size of square plate 3 to be can settle surveying instrument to be advisable, and at correspondence position, measured hole is set.Described bearing diagonal 4 can guarantee that whole device is firm, can not produce distortion.
High-rise building Core Walls Structure construction survey device of the present utility model efficiently solves the technical barrier of high-rise building Core Walls Structure construction survey, has improved measuring accuracy and work efficiency.
Claims (5)
1. high-rise building Core Walls Structure construction survey device, it is characterized in that: comprise the steel member (1) being fixed on Core Walls Structure body of wall (6), each fixes one to the outstanding bar steel plate of Core Walls Structure wall outer side (2) the upper and lower both sides of described steel member (1), two bar steel plates (2) are parallel to each other and are all axially vertical with Core Walls Structure body of wall, between two bar steel plates (2), being provided with bearing diagonal (4) supports, each fixes a square plate (3) two bar steel plates (2) outer end, two square plates (3) are parallel to each other and are all outstanding to square plate outside, two square plate center correspondences are provided with the measured hole of φ 30mm, be positioned on the square plate of upside surveying instrument (5) is installed, the signal emission port of surveying instrument is over against measured hole.
2. high-rise building Core Walls Structure construction survey device according to claim 1, is characterized in that: described steel member (1) is an angle steel, is embedded in Core Walls Structure body of wall.
3. high-rise building Core Walls Structure construction survey device according to claim 1, is characterized in that: two bar steel plates (2) are parallel to each other and are all axially vertical with Core Walls Structure body of wall, and it is highly controlled at 60～80cm up and down.
4. high-rise building Core Walls Structure construction survey device according to claim 3, is characterized in that: described bearing diagonal (4) carries out two-way diagonal brace by the supporting steel plate of two bar shapeds, and the two ends of described supporting steel plate are welded and fixed with bar steel plate respectively.
5. according to the high-rise building Core Walls Structure construction survey device described in claim 1 to 4 any one, it is characterized in that: between bar steel plate and steel member and between square plate and bar steel plate, be all welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420159892.5U CN203837707U (en) | 2014-04-02 | 2014-04-02 | Construction measurement device for super high-rise building core tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420159892.5U CN203837707U (en) | 2014-04-02 | 2014-04-02 | Construction measurement device for super high-rise building core tube |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203837707U true CN203837707U (en) | 2014-09-17 |
Family
ID=51515532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420159892.5U Expired - Fee Related CN203837707U (en) | 2014-04-02 | 2014-04-02 | Construction measurement device for super high-rise building core tube |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203837707U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288342A (en) * | 2017-05-23 | 2017-10-24 | 中国建筑第八工程局有限公司 | A kind of Super High core tube construction Multifunctional measuring tool carrying platform |
-
2014
- 2014-04-02 CN CN201420159892.5U patent/CN203837707U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107288342A (en) * | 2017-05-23 | 2017-10-24 | 中国建筑第八工程局有限公司 | A kind of Super High core tube construction Multifunctional measuring tool carrying platform |
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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 |
Granted publication date: 20140917 Termination date: 20150402 |
|
| EXPY | Termination of patent right or utility model |