CN106193617A - Hydraulic sliding construction method for transfer beam - Google Patents
Hydraulic sliding construction method for transfer beam Download PDFInfo
- Publication number
- CN106193617A CN106193617A CN201610527792.7A CN201610527792A CN106193617A CN 106193617 A CN106193617 A CN 106193617A CN 201610527792 A CN201610527792 A CN 201610527792A CN 106193617 A CN106193617 A CN 106193617A
- Authority
- CN
- China
- Prior art keywords
- conversion beam
- conversion
- jack
- construction method
- hydraulic pressure
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000006243 chemical reaction Methods 0.000 claims abstract description 71
- 238000005086 pumping Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000686 essence Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the technical field of welding, in particular to a hydraulic sliding construction method of a transfer beam, which comprises the following steps: A. erecting a sliding platform between the support columns in the sliding direction; B. hoisting the conversion beam to an initial sliding position of the sliding platform, and then placing a jack at the initial position, wherein the output end of the jack abuts against the end part of the conversion beam; C. starting a pump station, and pushing the conversion beam to a limit position by the jack; D. then moving the jack to the end part of the conversion beam, and repeating the step C until the next conversion beam can be placed in the initial sliding position; E. placing the jack at the end part of the next transfer beam, starting a pump station until the next transfer beam is contacted with the previous transfer beam, and then welding and connecting the two transfer beams; steps C, D and E are repeated until all transfer beams are slid into place. The construction method has low requirements on the hillside road and high construction efficiency.
Description
Technical field
The present invention relates to welding technology field, more specifically to the hydraulic pressure gliding construction method of a kind of conversion beam.
Background technology
Along with the development of China's economic level, the people's material and cultural life level has reached a new height.People
To building (particularly public building) demand idea also there occurs that essence changes, function, safety requirements are being carried day by day
While height, there is higher demand the most than ever to building performance attractive in appearance.Between nearly 15 years, domestic all kinds of new in structures,
Peculiarly shaped steel building emerges in an endless stream.Constantly pursue performance with attractive in appearance while, to structure steel fabrication, installation, especially
It is that weld job proposes bigger challenge and higher requirement.
In the construction of existing conversion beam, every section of conversion beam is lifted into precalculated position and then welds, under this scheme mainly has
Row limiting factor, under the condition of construction of top, hillside, sidehill road need to meet truck crane and component transportation vehicle walking requires and executes
Work progress need to meet construction speed requirement.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of accelerating construction progress, and sidehill road requires relatively low turning
Change the hydraulic pressure gliding construction method of beam.
The present invention is achieved in that the hydraulic pressure gliding construction method of a kind of conversion beam, comprises the following steps:
A. sliding platform is set up between the support column in glide direction；
B. conversion beam is winched to the initial slippage position of sliding platform, then at initial position placement jack, described thousand
The end of described conversion beam supported by jin top outfan；
C. starting pumping plant, described in described jack pushing tow, conversion beam is to extreme position；
The most then jack for moving is to described conversion beam end, repeats step C, until a rear conversion beam can be put into
Initial slippage position；
E. described jack is placed on the end of a rear conversion beam, starts pumping plant, to a described rear conversion beam with
Then two conversion beams are welded to connect by previous conversion beam contact；
F. repeat step C, D and E, put in place to whole conversion beam slidings.
Further, in described step A, described sliding platform includes sliding beam and support beam, initial slippage position
Set up sliding beam between two support columns, between the support column of back segment slip locations, set up support beam.
Further, described sliding beam and support beam are welded to connect between described support column by bracket part.
Further, in described step B and E, some conversion beams being disbursed from the cost and expenses on dagger adjacent in glide direction are same
Step sliding, uses connecting rod to be welded to connect, and its end is respectively placed with described jack between the described conversion beam of some row.
Further, glide direction is provided with two row conversion beam synchronization-slidings.
Further, it is provided with push rod between described conversion beam and described jack.
Further, it is connected by screw between described push rod and described conversion beam.
Further, described push rod and jack are together placed on the end of a rear conversion beam.
Compared with prior art, there is following beneficial effect: it is solid that this construction method only need to use crane to be winched to by conversion beam
A fixed position, crane and transport vehicle only need to travel to a point, it is not necessary to move back and forth, it is not necessary to repeatedly adjust position
Putting, require relatively low to sidehill road, decrease the most mobile simultaneously and readjust the required time, efficiency of construction is higher.
Accompanying drawing explanation
Fig. 1 is the step A schematic diagram of a preferred embodiment of the present invention；
Fig. 2 is the step B schematic diagram of a preferred embodiment of the present invention；
Fig. 3 is the step D schematic diagram of a preferred embodiment of the present invention；
Fig. 4 is the step E schematic diagram of a preferred embodiment of the present invention；
Fig. 5 is another angle schematic diagram of Fig. 2.
In figure: 1-support column 2-conversion beam 3-jack 4-sliding beam 5-support beam 6-connecting rod 7-bracket part
Detailed description of the invention
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, right
The present invention is further elaborated.
As it is shown in figure 1, be a preferred embodiment of the present invention, the hydraulic pressure gliding construction method of a kind of conversion beam, including following
Step:
A. sliding platform is set up between the support column 1 in glide direction；
B. winch to conversion beam 2 the initial slippage position of sliding platform, then place jack 3 at initial position, very heavy
Push up 3 outfans and support the end of conversion beam 2；
C. pumping plant (not shown), jack 3 pushing tow conversion beam 2 to extreme position are started；
The most then jack for moving 3 to conversion beam 2 end, repeats step C, until a rear conversion beam 2 can be put into
Initial slippage position；
E. jack 3 is placed on the end of a rear conversion beam 2, starts pumping plant, to a rear conversion beam 2 with previous
Conversion beam 2 contacts, and is then welded to connect by two conversion beams 2；
F. repeat step C, D and E, put in place to the sliding of whole conversion beam 2.
This construction method only need to use crane to winch to conversion beam 2 fix a position, and crane and transport vehicle only need to travel
To a point, it is not necessary to move back and forth, it is not necessary to repeatedly adjust position, sidehill road is required relatively low, also reduce simultaneously
Each movement and readjust the required time, efficiency of construction is higher.
In step, sliding platform includes sliding beam 4 and supports 5 beams, between two support columns 1 of initial slippage position
Set up sliding beam 4, between the support column 1 of back segment slip locations, set up support beam 5.Sliding beam 4 and support beam 5 are by bracket part 7
It is welded to connect between support column 1.In step B and E, some conversion beams 2 being disbursed from the cost and expenses on dagger 1 adjacent in glide direction
Synchronization-sliding, uses connecting rod 6 to be welded to connect, and its end is respectively placed with jack 3 between some row conversion beams 2.In sliding
Direction is provided with two row conversion beam 2 synchronization-slidings.Multiple row conversion beam 2 sliding simultaneously can increase sliding steadiness.Conversion beam 2 with
Push rod (not shown) it is provided with between jack 3.It is connected by screw between push rod and conversion beam 3.By push rod and jack 4
Together it is placed on the end of a rear conversion beam 3.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all essences in the present invention
Any amendment, equivalent and the improvement etc. made within god and principle, should be included within the scope of the present invention.
Claims (8)
1. the hydraulic pressure gliding construction method of a conversion beam, it is characterised in that comprise the following steps:
A. sliding platform is set up between the support column in glide direction；
B. winch to conversion beam the initial slippage position of sliding platform, then place jack, described jack at initial position
The end of described conversion beam supported by outfan；
C. starting pumping plant, described in described jack pushing tow, conversion beam is to extreme position；
The most then jack for moving is to described conversion beam end, repeats step C, until a rear conversion beam can be put into initially
Slip locations；
E. described jack is placed on the end of a rear conversion beam, starts pumping plant, to a described rear conversion beam with previous
Root conversion beam contacts, and is then welded to connect by two conversion beams；
F. repeat step C, D and E, put in place to whole conversion beam slidings.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 1, it is characterised in that in described step A
In, described sliding platform includes sliding beam and support beam, sets up sliding beam, back segment between two support columns of initial slippage position
Support beam is set up between the support column of slip locations.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 2, it is characterised in that described sliding beam with
Support beam is welded to connect between described support column by bracket part.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 1, it is characterised in that in described step B
With in E, some conversion beam synchronization-slidings being disbursed from the cost and expenses on dagger adjacent in glide direction, the chien shih of the described conversion beam of some row
It is welded to connect by connecting rod, and its end is respectively placed with described jack.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 4, it is characterised in that in glide direction
It is provided with two row conversion beam synchronization-slidings.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 1, it is characterised in that described conversion beam with
It is provided with push rod between described jack.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 6, it is characterised in that described push rod and institute
State and be connected by screw between conversion beam.
The hydraulic pressure gliding construction method of a kind of conversion beam the most according to claim 7, it is characterised in that in described step E
In, described push rod and jack are together placed on the end of a rear conversion beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527792.7A CN106193617B (en) | 2016-07-06 | 2016-07-06 | Hydraulic sliding construction method for transfer beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527792.7A CN106193617B (en) | 2016-07-06 | 2016-07-06 | Hydraulic sliding construction method for transfer beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193617A true CN106193617A (en) | 2016-12-07 |
| CN106193617B CN106193617B (en) | 2019-08-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610527792.7A Active CN106193617B (en) | 2016-07-06 | 2016-07-06 | Hydraulic sliding construction method for transfer beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN106193617B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110435674A (en) * | 2019-08-30 | 2019-11-12 | 北京起重运输机械设计研究院有限公司 | Supporting beam switching device |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202865994U (en) * | 2011-12-02 | 2013-04-10 | 中国建筑股份有限公司 | Numerical-control hydraulic pressure sliding construction creeprail device |
| JP5184311B2 (en) * | 2008-11-17 | 2013-04-17 | 鉄建建設株式会社 | Steel structure construction method |
| CN103216109A (en) * | 2013-04-26 | 2013-07-24 | 江苏沪宁钢机股份有限公司 | Construction method of track gauge variation block slippage of long span spatial composite roof truss |
| CN203213623U (en) * | 2013-04-26 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Slide guiding and rectifying device |
| CN103938880A (en) * | 2014-03-31 | 2014-07-23 | 中冶天工上海十三冶建设有限公司 | Overall sliding construction method for large-span special-shaped space grid pipe truss |
-
2016
- 2016-07-06 CN CN201610527792.7A patent/CN106193617B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5184311B2 (en) * | 2008-11-17 | 2013-04-17 | 鉄建建設株式会社 | Steel structure construction method |
| CN202865994U (en) * | 2011-12-02 | 2013-04-10 | 中国建筑股份有限公司 | Numerical-control hydraulic pressure sliding construction creeprail device |
| CN103216109A (en) * | 2013-04-26 | 2013-07-24 | 江苏沪宁钢机股份有限公司 | Construction method of track gauge variation block slippage of long span spatial composite roof truss |
| CN203213623U (en) * | 2013-04-26 | 2013-09-25 | 江苏沪宁钢机股份有限公司 | Slide guiding and rectifying device |
| CN103938880A (en) * | 2014-03-31 | 2014-07-23 | 中冶天工上海十三冶建设有限公司 | Overall sliding construction method for large-span special-shaped space grid pipe truss |
Non-Patent Citations (3)
| Title |
|---|
| 中国建筑协会工程项目管理委员会: "《2013年度全国建设工程优秀项目管理成果选编 下》", 30 September 2014 * |
| 王瑞伟等: "依山特殊地形下塔吊起重能力分析", 《四川建材》 * |
| 黄胜等: "钢桁梁斜拉桥液压顶推滑移管件技术", 《施工技术》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110435674A (en) * | 2019-08-30 | 2019-11-12 | 北京起重运输机械设计研究院有限公司 | Supporting beam switching device |
| CN110435674B (en) * | 2019-08-30 | 2024-05-28 | 北京起重运输机械设计研究院有限公司 | Support beam switching device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193617B (en) | 2019-08-09 |
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Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: 518000 Guangdong city of Shenzhen province Futian District Che Kung Temple Binhe Tairan industry tipping 17 storey building No. 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |
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