CN111439673B - Building handling system - Google Patents
Building handling system Download PDFInfo
- Publication number
- CN111439673B CN111439673B CN202010336706.0A CN202010336706A CN111439673B CN 111439673 B CN111439673 B CN 111439673B CN 202010336706 A CN202010336706 A CN 202010336706A CN 111439673 B CN111439673 B CN 111439673B
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- Prior art keywords
- tracks
- truss
- conversion
- supporting
- building
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C11/00—Trolleys or crabs, e.g. operating above runways
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C7/00—Runways, tracks or trackways for trolleys or cranes
- B66C7/12—Devices for changing direction of travel or for transferring from one runway to another; Crossings; Combinations of tracks of different gauges
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Jib Cranes (AREA)
Abstract
The invention relates to a building hoisting system, which effectively solves the problems of low hoisting efficiency, small load capacity and poor safety of a tower crane; the technical scheme includes that the device comprises a supporting unit, a hoisting unit and a vertical transportation platform, wherein the supporting unit is composed of a plurality of vertical first supporting masts and a plurality of top beams, the plurality of top beams are erected at the upper ends of the plurality of first supporting masts and are erected according to the outline of a building, a plurality of groups of truss tracks are installed on the top beams, the hoisting unit comprises a truss and a crane installed on the truss, arc-shaped conversion tracks are arranged between the plurality of groups of truss tracks on the first supporting masts, two ends of the conversion tracks are respectively connected with the two groups of truss tracks, and the truss can be converted between the truss tracks through the conversion tracks; the invention improves the lifting load capacity and the lifting safety, improves the material transportation efficiency and saves the equipment cost.
Description
Technical Field
The invention relates to the field of assembly type building construction, in particular to a building hoisting system.
Background
Building assembly is an important way for realizing building industry modernization; during the construction of the fabricated building, the accurate, efficient and safe hoisting of the prefabricated components is one of the key problems of the site construction of the fabricated building; at present, for high-rise buildings, a tower crane is mainly adopted for hoisting materials, the tower crane is of a cantilever type structure, the weight of the tower crane reaches more than several times of the weight of an object to be hoisted, and the hoisting efficiency and the hoisting load capacity are limited. Compared with a cast-in-place structure, the size and the weight of a material to be hoisted in an assembly type building are larger, and a tower crane cannot meet the requirements of accurate, efficient and safe hoisting. In addition, the potential safety hazard of the tower crane is large, and the collapse accident becomes one of the main safety accidents of building construction.
Disclosure of Invention
Aiming at the situation, the invention provides a novel building hoisting system for solving the problems in the prior art, which can effectively solve the problems of low hoisting efficiency, small load capacity and large potential safety hazard of a tower crane.
The technical scheme for solving the problem is that the building hoisting system comprises a supporting unit, a hoisting unit and a vertical transportation platform, wherein the supporting unit consists of a plurality of vertical first supporting masts and a plurality of top beams, the plurality of top beams are erected at the upper ends of the plurality of first supporting masts and are erected according to the outline of a building, a plurality of groups of trussed car tracks are installed on the top beams, and each group of trussed car tracks comprises two trussed car tracks which are arranged side by side; the lifting unit comprises a truss car and a crane arranged on the truss car, and the truss car can run on each group of truss car tracks; the vertical transportation platform is arranged on the first supporting mast and can climb upwards; arc-shaped conversion tracks are arranged among the plurality of groups of truss car tracks, two ends of each conversion track are respectively connected with the two groups of truss car tracks, and the truss cars can be converted among the truss car tracks through the conversion tracks.
According to the invention, by building the hoisting system, the problems of small hoisting load capacity, low hoisting efficiency, difficulty in safety guarantee, low automation degree, high labor intensity and the like existing when the tower crane carries out hoisting on the prefabricated part are solved, the hoisting load capacity and the hoisting safety are improved, the full-coverage transportation of materials at each part of the building construction layer can be realized by only one truss vehicle 5, the material transportation efficiency is improved, and the equipment cost is saved.
Drawings
Fig. 1 is a plan view of a support unit for a conventional building.
Fig. 2 is a front view of the support unit for a conventional building.
Fig. 3 is a top view of the present invention.
Fig. 4 is an enlarged view of the position a in fig. 3.
Fig. 5 is an enlarged view of the position B in fig. 3.
Detailed Description
The following description will explain embodiments of the present invention in further detail with reference to the accompanying drawings.
As shown in fig. 1 to 5, the lifting device comprises a supporting unit, a lifting unit and a vertical transportation platform 1, wherein the supporting unit consists of a plurality of vertical first supporting masts 2 and a plurality of top beams 3, the plurality of top beams 3 are erected at the upper ends of the plurality of first supporting masts 2, the plurality of top beams 3 are built according to the outline of a building, a plurality of groups of trussed vehicle tracks 4 are installed on the top beams 3, and each group of trussed vehicle tracks 4 comprises two trussed vehicle tracks which are arranged side by side; the lifting unit comprises a truss car 5 and a crane 6 arranged on the truss car 5, and the truss cars 5 can run on each group of truss car tracks 4; the vertical transportation platform 1 is arranged on the first supporting mast 2 and can climb upwards; arc-shaped conversion tracks 7 are arranged among the plurality of groups of truss car tracks 4, two ends of each conversion track 7 are respectively connected with the two groups of truss car tracks 4, and the truss cars 5 can be converted among the truss car tracks 4 through the conversion tracks 7.
The outer side of each conversion track 7 is fixed with a support frame 8, two ends of each support frame 8 are respectively provided with a second support mast 9 fixed on the top beam 3, and two ends of each support frame 8 are respectively lapped on the corresponding second support mast 9 and can climb upwards; support frame 8 is used for supporting conversion track 7 and guarantees conversion track 7's stability, and support frame 8 upwards climbs when conversion track 7 does not use and makes conversion track 7 rise to back timber 3 top to not influence the normal construction on construction layer, when the purlin car 5 need change between two sets of purlin car tracks 4, thereby corresponding support frame 8 moves down and makes conversion track 7 connect two sets of purlin car tracks 4 in two sets of purlin car tracks 4 parallel and levels.
One end of each group of the truss car tracks 4 connected with the conversion track 7 is provided with a transition track 10, and the truss car tracks 4 are smoothly connected with the conversion track 7 through the transition tracks 10.
The first supporting mast 2 and the top beam 3 are assembled in a modularized mode and can be built flexibly according to the building shape.
The first supporting mast 2, the top beam 3, the second supporting mast 9 and the supporting frame 8 are all steel structures.
The climbing device for the vertical transportation platform 1 and the support frame 8 is the prior art, and is not described in detail in the application.
The working process of the invention is described below by taking a Y-shaped building as an example: during construction, a supporting unit is built according to the building outline, the truss car tracks 4 on the top beam 3 are divided into three groups, namely an upper group, a lower group and a lower group, the conversion tracks 7 are arranged in three groups, and can also be arranged according to the actual condition, if the truss cars 5 only need to be converted on the two groups of truss car tracks 4 at the lower left and the lower right, only a group of conversion tracks 7 for connecting the lower left and the lower right are required to be arranged.
During normal construction, conversion track 7 upwards climbs along second support mast 9, avoid influencing the normal construction on construction layer, perpendicular transport platform 1 promotes the material to construction layer, purlin car 5 and loop wheel machine 6 carry out the handling material on purlin car track 4, when purlin car 5 needs to transport between different group purlin car track 4, for example purlin car 5 need follow the lower right transfer to the lower left purlin car track 4 on, make and connect the lower right and lower left conversion track 7 and descend to with purlin car track 4 parallel and level, connect lower left and lower right purlin car track 4, purlin car 5 can follow conversion track 7 and transfer to lower left purlin car track 4 from lower right purlin car track 4 this moment, make after the transfer completion conversion track 7 climb.
The first supporting masts 2 with different numbers can be arranged according to the shape and the area of a building, the whole area coverage of the hoisting construction of the prefabricated part is realized through the conversion of the conversion track 7, and the conversion track 7 is not required to be arranged for the building with regular concave-convex surfaces.
An intelligent control system can be arranged to realize the controllable corresponding relation between the position of the component and the operation parameters of the hoisting device, realize the functions of self-learning of the hoisting path of the component, real-time monitoring and re-correcting of the position and the posture of the component, judgment of the in-place position of the component, monitoring and early warning of operation safety and the like, and realize the safe hoisting of the prefabricated component.
According to the invention, the hoisting system is built, the hoisting load capacity and the hoisting safety are improved, and the full-coverage transportation of materials at each part of the special-shaped building construction layer can be realized only by one truss car 5 by arranging the conversion track 7, so that the material transportation efficiency is improved, and the equipment cost is saved.
Claims (2)
1. The building hoisting system is characterized by comprising a supporting unit, a hoisting unit and a vertical transportation platform (1), wherein the supporting unit consists of a plurality of vertical first supporting masts (2) and a plurality of top beams (3), the plurality of top beams (3) are erected at the upper ends of the plurality of first supporting masts (2), the plurality of top beams (3) are erected according to the outline of a building, a plurality of groups of trussed vehicle tracks (5) (4) are installed on the top beams (3), and each group of trussed vehicle tracks (5) comprises two trussed vehicle tracks (4) which are arranged side by side; the lifting unit comprises truss cars (5) and lifting machines (6) arranged on the truss cars (5), and the truss cars (5) can run on the tracks (4) of each group of truss cars (5); the vertical transportation platform (1) is arranged on the first supporting mast (2) and can climb upwards; arc-shaped conversion tracks (7) are arranged among the tracks (4) of the plurality of groups of truss cars (5), two ends of each conversion track (7) are respectively connected with the tracks (4) of the two groups of truss cars (5), and the truss cars (5) can be converted among the tracks (4) of each group of truss cars (5) through the conversion tracks (7);
the outer side of each conversion track (7) is fixed with a support frame (8), two ends of each support frame (8) are respectively provided with a second support mast (9) fixed on the top beam (3), and two ends of each support frame (8) are respectively erected on the corresponding second support mast (9) and can climb upwards;
the first supporting mast (2) and the top beam (3) are assembled in a modularized mode and can be flexibly built according to the building shape.
2. The building hoisting system of claim 1, wherein one end of each set of the truss car (5) rails (4) connected with the conversion rail (7) is provided with a transition rail (10), and the truss car (5) rails (4) are smoothly connected with the conversion rail (7) through the transition rails (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010336706.0A CN111439673B (en) | 2020-04-26 | 2020-04-26 | Building handling system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010336706.0A CN111439673B (en) | 2020-04-26 | 2020-04-26 | Building handling system |
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CN111439673A CN111439673A (en) | 2020-07-24 |
CN111439673B true CN111439673B (en) | 2022-03-11 |
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CN202010336706.0A Active CN111439673B (en) | 2020-04-26 | 2020-04-26 | Building handling system |
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CN115095166A (en) * | 2022-06-16 | 2022-09-23 | 中国一冶集团有限公司 | Large-span special-shaped shell structure installation carrying device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000053375A (en) * | 1998-08-17 | 2000-02-22 | Ohbayashi Corp | Vertical carrier system corresponding to slewing overhead crane |
CN1654305A (en) * | 2005-02-04 | 2005-08-17 | 镇江市水利局 | Flexible bend running technology for electric single-beam crane |
CN102330497A (en) * | 2011-08-04 | 2012-01-25 | 杨武龙 | Building truss car |
CN206188171U (en) * | 2016-11-11 | 2017-05-24 | 北京燕山中海建筑安装有限公司 | Perpendicular feeding system |
CN106869473A (en) * | 2017-04-06 | 2017-06-20 | 北京建筑机械化研究院 | The liftable operation platform and its construction method of assembled architecture |
CN209967657U (en) * | 2019-05-29 | 2020-01-21 | 新疆维吾尔自治区特种设备检验研究院 | Amusement roller coaster track auto-change over device |
-
2020
- 2020-04-26 CN CN202010336706.0A patent/CN111439673B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000053375A (en) * | 1998-08-17 | 2000-02-22 | Ohbayashi Corp | Vertical carrier system corresponding to slewing overhead crane |
CN1654305A (en) * | 2005-02-04 | 2005-08-17 | 镇江市水利局 | Flexible bend running technology for electric single-beam crane |
CN102330497A (en) * | 2011-08-04 | 2012-01-25 | 杨武龙 | Building truss car |
CN206188171U (en) * | 2016-11-11 | 2017-05-24 | 北京燕山中海建筑安装有限公司 | Perpendicular feeding system |
CN106869473A (en) * | 2017-04-06 | 2017-06-20 | 北京建筑机械化研究院 | The liftable operation platform and its construction method of assembled architecture |
CN209967657U (en) * | 2019-05-29 | 2020-01-21 | 新疆维吾尔自治区特种设备检验研究院 | Amusement roller coaster track auto-change over device |
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Address after: No.267, 15th Street, Jingkai, Zhengzhou, Henan Province, 450000 Applicant after: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. Applicant after: CHINA STATE CONSTRUCTION ENGINEERING Corp.,Ltd. Address before: 450000 No. 116 Chengdong Road, Jinshui District, Henan, Zhengzhou Applicant before: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. Applicant before: CHINA STATE CONSTRUCTION ENGINEERING Corp.,Ltd. |
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