CN203364707U - Integral jacking difference measuring device for large-area web frame - Google Patents
Integral jacking difference measuring device for large-area web frame Download PDFInfo
- Publication number
- CN203364707U CN203364707U CN 201320371443 CN201320371443U CN203364707U CN 203364707 U CN203364707 U CN 203364707U CN 201320371443 CN201320371443 CN 201320371443 CN 201320371443 U CN201320371443 U CN 201320371443U CN 203364707 U CN203364707 U CN 203364707U
- Authority
- CN
- China
- Prior art keywords
- jacking
- web frame
- measuring device
- base
- integral jacking
- 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 - Fee Related
Links
- 238000005259 measurement Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 abstract description 7
- 239000010959 steel Substances 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Images
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model relates to the field of steel structure mounting, and particularly to an integral jacking difference measuring device for a large-area web frame. The integral jacking difference measuring device for the large-area web frame is characterized in that: the integral jacking difference measuring device comprises a base, a supporting post, a horizontal mark post, a measuring tape and a measuring tape bracket; the supporting post is vertically fixed on the base; the horizontal mark post is slidably connected with the supporting post vertically; the measuring tape bracket is fixed on the base; the measuring tape is vertically arranged in the measuring tape bracket and is in pin joint with the measuring tape bracket. According to the integral jacking difference measuring device for the large-area web frame, high convenience in scale reading is obtained. A plurality of devices are configured for connecting with frustums of the web frame, and the data of each frustums of the web frame in jacking can be acquired at any time. Therefore, high jacking height synchronism in web frame jacking operation is ensured.
Description
Technical field
The utility model relates to the Steel Structure Installation field, is specially a kind of large tracts of land rack integral jacking difference measurement mechanism.
Background technology
At present, rise the measurement of difference during the rack integral jacking, mainly adopt eye-observation and promote the rear steel tape that adopts and measure.This method is inapplicable for the operation of overlarge area grid structure jack-block, not only in the jacking process, easily cause structural member and lifting jack discontinuity, and cause the skew of rack, thereby cause the problems such as rod member damage and rack displacement, affect construction quality, even incur loss through delay the duration.
Summary of the invention
The purpose of this utility model is, a kind of measurement mechanism is provided, and the difference that can measure in real time each corner while making the rack lifting operation realizes the synchronization of jacking up operation to guarantee rack.
In order to achieve the above object, the utility model is achieved in that
A kind of large tracts of land rack integral jacking difference measurement mechanism, it comprises base, pole, horizontal mark post, tape measure and tape holders, pole vertically is fixed on base, horizontal mark post is connected with pole sliding up and down, tape holders is fixed on base, tape measure be vertical in tape holders and with the tape holders pin joint.
The utility model adopts above-mentioned design, and its scale reads conveniently, configures each fulcrum of a plurality of devices and rack and is connected, and data during each fulcrum jacking of rack can be obtained at any time, like this, the top lifting height synchronism while having guaranteed the rack lifting operation.
The accompanying drawing explanation
Fig. 1 is front view of the present utility model.
Fig. 2 is vertical view of the present utility model.
Fig. 3 is use schematic diagram of the present utility model.
Embodiment
Below further illustrate the utility model by specific embodiment.
As shown in Figure 1 and Figure 2, a kind of large tracts of land rack integral jacking difference measurement mechanism, it comprises steel base 3, pole 4, horizontal mark post 5, tape measure 1 and tape holders 2, pole 4 adopts angle steel make and vertically be fixed on steel base 3, has chute 7 on pole 4, and horizontal mark post 5 is located on pole 4, horizontal mark post 5 is connected by bolt 6 with pole 4, and described bolt 6 is positioned at the chute 7 of pole 4 and can slides up and down; Tape holders 2 is fixed on steel base 3, tape measure 1 be vertical in tape holders 2 and with tape holders 2 pin joints.
As shown in Figure 3, the use step of this device is as follows:
So, when rack 9 jacking, along with the rising of rack 9 drives tape measure top 8, rises together, can observe at any time each horizontal ruler 5 readings, measurement rises difference; Thereby avoided rack 9 in the lifting operation process due to the jacking simultaneously of many groups and every group of different vertical deviations that cause of oil pump oil pipe distance, and, by observation scale total indicator reading, can adjust in time respectively to organize the lifting jack lifting speed and control fuel tap and correct vertical deviation.
Claims (1)
1. a large tracts of land rack integral jacking difference measurement mechanism, it is characterized in that: it comprises base, pole, horizontal mark post, tape measure and tape holders, pole vertically is fixed on base, horizontal mark post is connected with pole sliding up and down, tape holders is fixed on base, tape measure be vertical in tape holders and with the tape holders pin joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320371443 CN203364707U (en) | 2013-06-26 | 2013-06-26 | Integral jacking difference measuring device for large-area web frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320371443 CN203364707U (en) | 2013-06-26 | 2013-06-26 | Integral jacking difference measuring device for large-area web frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203364707U true CN203364707U (en) | 2013-12-25 |
Family
ID=49812456
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320371443 Expired - Fee Related CN203364707U (en) | 2013-06-26 | 2013-06-26 | Integral jacking difference measuring device for large-area web frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203364707U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220769A (en) * | 2014-06-24 | 2016-01-06 | 中国二十冶集团有限公司 | Large area bolt-ball net frame integral top lifting construction method |
| CN108193893A (en) * | 2017-11-29 | 2018-06-22 | 江苏阿尔博装饰工程有限公司 | A kind of chute type lateral limiting device for building jacking |
| CN108917730A (en) * | 2018-05-17 | 2018-11-30 | 中国十九冶集团有限公司 | Synovial membrane absolute altitude real-time monitoring device and device installation method |
| CN110847616A (en) * | 2019-11-27 | 2020-02-28 | 山东国舜建设集团有限公司 | Method for mounting large-volume steel frame flue |
-
2013
- 2013-06-26 CN CN 201320371443 patent/CN203364707U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220769A (en) * | 2014-06-24 | 2016-01-06 | 中国二十冶集团有限公司 | Large area bolt-ball net frame integral top lifting construction method |
| CN105220769B (en) * | 2014-06-24 | 2017-06-30 | 中国二十冶集团有限公司 | Large area bolt-ball net frame integral top lifting construction method |
| CN108193893A (en) * | 2017-11-29 | 2018-06-22 | 江苏阿尔博装饰工程有限公司 | A kind of chute type lateral limiting device for building jacking |
| CN108917730A (en) * | 2018-05-17 | 2018-11-30 | 中国十九冶集团有限公司 | Synovial membrane absolute altitude real-time monitoring device and device installation method |
| CN110847616A (en) * | 2019-11-27 | 2020-02-28 | 山东国舜建设集团有限公司 | Method for mounting large-volume steel frame flue |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203364707U (en) | Integral jacking difference measuring device for large-area web frame | |
| CN103115607A (en) | Method for measuring steel wire interval in subway shaft connection survey using electronic total station | |
| CN203298723U (en) | Combined test tool for insulator geometric tolerance | |
| CN205156894U (en) | Case roof beam scene displacement sensor fixed bolster for loading test | |
| CN103925862A (en) | Installation adjustment method for RH finery lifting frame guide rails | |
| CN203432968U (en) | Detection device for concrete slumps | |
| CN203785613U (en) | Tool for measuring deformation of transformer oil tank | |
| CN204495333U (en) | A kind of erecting device of wall-hanging hydrostatic level | |
| CN203502015U (en) | Special measuring scale for horizontal displacement by collimation line method | |
| CN204405044U (en) | A kind of multifunctional spiral oar pick-up unit | |
| CN202770349U (en) | Form and position tolerance measurement device | |
| CN204313807U (en) | The mounting structure of verticality sensor on overlength tubular pillar | |
| CN203587025U (en) | Steel pipe curvature detecting device | |
| CN103644891A (en) | Method for measuring elevation of top of ultrahigh column | |
| CN203811172U (en) | Building perpendicularity tester | |
| CN203964914U (en) | A kind of total powerstation support for metro automatic monitoring | |
| CN203256744U (en) | Device for correcting perpendicularity of concrete-filled steel tubular column through reverse construction method | |
| CN204177369U (en) | A kind of diaphragm wall top, subway station horizontal displacement monitoring forced centering observation device | |
| CN203785822U (en) | Planting arm thrust testing device | |
| CN205209499U (en) | Construct perpendicular detection device | |
| CN205051276U (en) | A frock for making zigzag crane span structure | |
| CN204241100U (en) | LOAD CELLS pick-up unit | |
| CN210952713U (en) | Auxiliary tool for measuring height of sleeve by using laser range finder | |
| CN202101813U (en) | Special sensor for weight and center of gravity measurement of large part | |
| CN202928561U (en) | Vertical shaft induction height survey device of total station |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131225 |
|
| CX01 | Expiry of patent term | ||
| CU01 | Correction of utility model |
Correction item: Termination upon expiration of patent Correct: Revocation of Patent Expiration and Termination False: On July 14, 2023, the expiration and termination of 39 volumes and 2802 issues of the patent Number: 28-02 Volume: 39 |
|
| CU01 | Correction of utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131225 |