CN106193617B - A kind of hydraulic gliding construction method of conversion beam - Google Patents
A kind of hydraulic gliding construction method of conversion beam Download PDFInfo
- Publication number
- CN106193617B CN106193617B CN201610527792.7A CN201610527792A CN106193617B CN 106193617 B CN106193617 B CN 106193617B CN 201610527792 A CN201610527792 A CN 201610527792A CN 106193617 B CN106193617 B CN 106193617B
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- China
- Prior art keywords
- conversion beam
- conversion
- jack
- construction method
- sliding
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Classifications
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- 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
Abstract
The present invention relates to welding technology fields, more specifically to a kind of hydraulic gliding construction method of conversion beam, including the following steps: A. sets up sliding platform between the support column in glide direction；B., conversion beam is hung to the initial slippage position of sliding platform, then places jack in initial position, the jack output end supports the end of the conversion beam；C. start pumping plant, conversion beam described in the jack pushing tow to extreme position；D. then jack for moving repeats step C, until latter conversion beam can be put into initial slippage position to the conversion beam end；E., the jack is placed on to the end of latter conversion beam, starts pumping plant, until the latter conversion beam is contacted with previous conversion beam, is then welded to connect two conversion beams；Step C, D and E are repeated, until the sliding of whole conversion beams is in place.The construction method is lower to sidehill road requirement, and construction efficiency is higher.
Description
Technical field
The present invention relates to welding technology fields, more specifically to a kind of hydraulic gliding construction method of conversion beam.
Background technique
With the continuous development of China's economic level, the people's material and cultural life level has reached a new height.People
To the demand idea of building (especially public building) also have occurred essence variation, increasingly mentioned to function, safety requirements
While high, can also there be higher demand than in the past to building aesthetic sense.Between nearly 15 years, domestic all kinds of new in structure,
Strange steel building emerges one after another.While constantly pursuing performance and beauty, to structure steel fabrication, installation, especially
It is that weld job proposes bigger challenge and higher requirement.
In existing conversion beam construction, every section of conversion beam is lifted into predetermined position and is then welded, under this scheme mainly has
Column limiting factor, in the case where condition of construction is pushed up on hillside, sidehill road need to meet truck crane and component transportation vehicle walking is required and applied
Work progress need to meet construction speed requirement.
Summary of the invention
It is accelerated construction progress the technical problem to be solved in the present invention is that providing one kind, lower turn is required to sidehill road
Change the hydraulic gliding construction method of beam.
The present invention is implemented as follows: a kind of hydraulic gliding construction method of conversion beam, including the following steps:
A. sliding platform is set up between the support column in glide direction；
B., conversion beam is hung to the initial slippage position of sliding platform, then initial position place jack, described thousand
Jin top output end supports the end of the conversion beam；
C. start pumping plant, conversion beam described in the jack pushing tow to extreme position；
D. then jack for moving repeats step C, until latter conversion beam can be put into the conversion beam end
Initial slippage position；
E., the jack is placed on to the end of latter conversion beam, starts pumping plant, to the latter conversion beam and
Two conversion beams, are then welded to connect by previous conversion beam contact；
F. step C, D and E are repeated, until the sliding of whole conversion beams is in place.
Further, in the step A, the sliding platform includes sliding beam and supporting beam, initial slippage position
Sliding beam is set up between two support columns, sets up supporting beam between the support column of back segment slip locations.
Further, the sliding beam and supporting beam are welded to connect between the support column by bracket part.
Further, in the step B and E, the conversion beam in glide direction on adjacent several columns support column is same
Step slides, and is welded to connect between conversion beam described in several columns using connecting rod, and its end is respectively placed with the jack.
Further, two column conversion beam synchronization-slidings are equipped in glide direction.
Further, push rod is equipped between the conversion beam and the jack.
Further, it is connected by screw between the push rod and the conversion beam.
Further, the push rod and jack are placed on to the end of latter conversion beam together.
Compared with prior art, have following the utility model has the advantages that the construction method need to only use crane to be hung to conversion beam admittedly
A fixed position, crane and transport vehicle need to only travel to a point, not need to move back and forth, not need repeatedly to adjust position
It sets, it is lower to sidehill road requirement, while decreasing each movement and readjusting the required time, construction efficiency is higher.
Detailed description of the invention
Fig. 1 is a preferred embodiment of the present invention step A schematic diagram；
Fig. 2 is a preferred embodiment of the present invention step B schematic diagram；
Fig. 3 is a preferred embodiment of the present invention step D schematic diagram；
Fig. 4 is a preferred embodiment of the present invention step E schematic diagram；
Fig. 5 is another angle schematic diagram of Fig. 2.
In figure: 1- support column 2- conversion beam 3- jack 4- sliding beam 5- supporting beam 6- connecting rod 7- bracket part
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.
As shown in Figure 1, for a preferred embodiment of the present invention, a kind of hydraulic gliding construction method of conversion beam, including it is following
Step:
A. sliding platform is set up between the support column 1 in glide direction；
B., conversion beam 2 is hung to the initial slippage position of sliding platform, then places jack 3 in initial position, it is very heavy
Push up the end that 3 output ends support conversion beam 2；
C. start pumping plant (not shown), 3 pushing tow conversion beam 2 of jack to extreme position；
D. then jack for moving 3 repeats step C, until latter conversion beam 2 can be put into 2 end of conversion beam
Initial slippage position；
E., jack 3 is placed on to the end of latter conversion beam 2, starts pumping plant, until latter conversion beam 2 and previous
Conversion beam 2 contacts, and is then welded to connect two conversion beams 2；
F. step C, D and E are repeated, until the sliding of whole conversion beams 2 is in place.
The construction method need to only use crane to be hung to conversion beam 2 and fix a position, and crane and transport vehicle only need to travel
It to a point, does not need to move back and forth, does not need repeatedly to adjust position, it is lower to sidehill road requirement, while also reducing
Each movement and readjust the required time, construction efficiency is higher.
In step, sliding platform includes sliding beam 4 and supporting beam 5, between two support columns 1 of initial slippage position
Sliding beam 4 is set up, sets up supporting beam 5 between the support column 1 of back segment slip locations.Sliding beam 4 and supporting beam 5 pass through bracket part 7
It is welded to connect between support column 1.Conversion beam 2 in step B and E, in glide direction on adjacent several columns support column 1
Synchronization-sliding is welded to connect between several columns conversion beam 2 using connecting rod 6, and its end is respectively placed with jack 3.It is sliding
Direction is equipped with two column conversion beams, 2 synchronization-sliding.Multiple row conversion beam 2 slides simultaneously can increase sliding stability.Conversion beam 2 with
Push rod (not shown) is equipped between jack 3.It is connected by screw between push rod and conversion beam 2.By push rod and jack 3
It is placed on the end of latter conversion beam 2 together.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (6)
1. a kind of hydraulic gliding construction method of conversion beam, characterized in that it comprises the following steps:
A. sliding platform is set up between the support column in glide direction, the sliding platform includes sliding beam and supporting beam, just
Sliding beam is set up between two support columns of beginning slip locations, sets up supporting beam between the support column of back segment slip locations；
B., conversion beam is hung to the initial slippage position of sliding platform, then places jack, the jack in initial position
Output end supports the end of the conversion beam；
C. start pumping plant, conversion beam described in the jack pushing tow to extreme position；
D. then jack for moving repeats step C, until latter conversion beam can be put into initially to the conversion beam end
Slip locations；
E., the jack is placed on to the end of latter conversion beam, starts pumping plant, until the latter conversion beam with it is previous
Two conversion beams, are then welded to connect by the contact of root conversion beam；
F. step C, D and E are repeated, until the sliding of whole conversion beams is in place, it is adjacent in glide direction in the step B and E
Several columns support column on conversion beam synchronization-sliding, be welded to connect using connecting rod between conversion beam described in several columns, and its
End is respectively placed with the jack.
2. a kind of hydraulic gliding construction method of conversion beam according to claim 1, which is characterized in that the sliding beam with
Supporting beam is welded to connect between the support column by bracket part.
3. a kind of hydraulic gliding construction method of conversion beam according to claim 1, which is characterized in that in glide direction
Equipped with two column conversion beam synchronization-slidings.
4. a kind of hydraulic gliding construction method of conversion beam according to claim 1, which is characterized in that the conversion beam with
Push rod is equipped between the jack.
5. a kind of hydraulic gliding construction method of conversion beam according to claim 4, which is characterized in that the push rod and institute
It states and is connected by screw between conversion beam.
6. a kind of hydraulic gliding construction method of conversion beam according to claim 5, which is characterized in that in the step E
In, the push rod and jack are placed on to the end of latter conversion beam together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527792.7A CN106193617B (en) | 2016-07-06 | 2016-07-06 | A kind of hydraulic gliding construction method of conversion beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610527792.7A CN106193617B (en) | 2016-07-06 | 2016-07-06 | A kind of hydraulic gliding construction method of conversion beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193617A CN106193617A (en) | 2016-12-07 |
| CN106193617B true CN106193617B (en) | 2019-08-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610527792.7A Active CN106193617B (en) | 2016-07-06 | 2016-07-06 | A kind of hydraulic gliding construction method of conversion beam |
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| Country | Link |
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| CN (1) | CN106193617B (en) |
Families Citing this family (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)
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|---|---|---|---|---|
| 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 (2)
| Title |
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| 依山特殊地形下塔吊起重能力分析;王瑞伟等;《四川建材》;20140806;第40卷(第4期);第170-171、173页 * |
| 钢桁梁斜拉桥液压顶推滑移管件技术;黄胜等;《施工技术》;20120610;第41卷(第366期);第6-10页 * |
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| CN106193617A (en) | 2016-12-07 |
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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 Engineering Group 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. |