CN110005213A - One pile for one column verticality vertical adjustment structure - Google Patents

One pile for one column verticality vertical adjustment structure Download PDF

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Publication number
CN110005213A
CN110005213A CN201910323538.9A CN201910323538A CN110005213A CN 110005213 A CN110005213 A CN 110005213A CN 201910323538 A CN201910323538 A CN 201910323538A CN 110005213 A CN110005213 A CN 110005213A
Authority
CN
China
Prior art keywords
column
vertical adjustment
pile
pedestal
verticality
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.)
Pending
Application number
CN201910323538.9A
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Chinese (zh)
Inventor
薛楠
孙兴闯
郜锦嫘
周树堂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction No 1 Group Co Ltd
Original Assignee
Shanghai Construction No 1 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Construction No 1 Group Co Ltd filed Critical Shanghai Construction No 1 Group Co Ltd
Priority to CN201910323538.9A priority Critical patent/CN110005213A/en
Publication of CN110005213A publication Critical patent/CN110005213A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates
    • E04G21/1841Means for positioning building parts or elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

The invention discloses a kind of one pile for one column verticality vertical adjustment structures, it include: frame frame body and ladder (10), the frame body includes: upper frame (20), column (30) and pedestal (40), wherein, it is connect by separating device (50) between the upper frame (20) and column (30), column (30) and pedestal (40).The present invention is by improving existing vertical adjustment frame, frame body is divided into (40) three upper frame (20), column (30) and pedestal parts, spliced using separating device (50), thereby may be ensured that vertical adjustment precision.One pile for one column verticality vertical adjustment structure of the invention, which can according to need, to be split and is assembled, so solve traditional vertical adjustment frame it is excessively heavy caused by transport the problems such as inconvenient.

Description

One pile for one column verticality vertical adjustment structure
Technical field
The present invention relates to mechanical execution field, in particular to a kind of one pile for one column verticality vertical adjustment frame structure.
Background technique
The internal frame of vertical adjustment frame is in " groined type ", and it is fashioned iron by plurality of specifications, straight thread top that outline border, which is " square shape " structure, The three-dimensional verticality-regulating system of the components such as bar composition.The system is adjusted and is consolidated to fashioned iron by the advance and retreat of the equipment such as hydraulic jack It is fixed, to reach vertical adjustment effect.For the verticality requirement for meeting erection of steel pipe column, the size that vertical adjustment frame system need to reach certain is wanted It asks.But from the point of view of actual construction application, since vertical adjustment frame system is excessive, march into the arena and have enough to meet the need relevant item construction when to transport, Duration and expense generate certain influence.
Summary of the invention
The present invention provides a kind of one pile for one column verticality vertical adjustment frame structure, to solve above-mentioned technology existing in the prior art Problem.
In order to solve the above technical problems, the present invention provides a kind of one pile for one column verticality vertical adjustment structure, comprising: frame body and climb Ladder, the frame body include: upper frame, column and pedestal, wherein pass through separation between the upper frame and column, column and pedestal Device connection.
Preferably, the pedestal includes groined type inner support with the upper frame and connect with the groined type inner support Hollow support arm, wherein be respectively arranged with hydraulic jack on four support rods of the groined type inner support.
Preferably, being respectively welded on the square shape support arm and groined type inner support and the matched connection of column Column.
Preferably, the separating device includes: the first steel plate for being welded on the connection column end, is welded on stud end Second steel plate in portion and bolt assembly for connecting first steel plate and the second steel plate.
Preferably, two groups of steel pipes are also arranged in parallel on the groined type inner support of the pedestal, the steel pipe and setting Otic placode in steel pipe column two sides of the bottom matches.
Preferably, the otic placode is provided with two groups in every side of steel pipe column.
Compared with prior art, the present invention is by improving existing vertical adjustment frame, by frame body be divided into pedestal, column and Three parts of upper frame, are spliced using separating device, thereby may be ensured that vertical adjustment precision.Vertical adjustment structure of the invention can root According to being split and assembled, so solve traditional vertical adjustment frame it is excessively heavy caused by transport the problems such as inconvenient.
Detailed description of the invention
Fig. 1 is the diagrammatic cross-section of one pile for one column verticality vertical adjustment structure of the invention;
Fig. 2 is the planar structure schematic diagram of one pile for one column verticality vertical adjustment structure of the invention;
Fig. 3 is the usage state diagram of one pile for one column verticality vertical adjustment structure of the invention.
It is as shown in the figure: 10, ladder;20, upper frame;21, groined type inner support;22, hollow support arm;23, hydraulic jack Top;24, connecting column;30, column;40, pedestal;50, separating device;51, the first steel plate;52, the second steel plate;53, bolt assembly; 60, steel pipe;70, otic placode;100, steel pipe column.
Specific embodiment
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, with reference to the accompanying drawing to the present invention Specific embodiment be described in detail.It should be noted that attached drawing of the present invention is all made of simplified form and uses non-essence Quasi- ratio, only for the purpose of facilitating and clarifying the purpose of the embodiments of the invention.
As shown in Figure 1 to Figure 3, the present invention provides a kind of one pile for one column verticality vertical adjustment structure, comprising: frame body and ladder 10, the frame body includes: upper frame 20, column 30 and pedestal 40, wherein the upper frame 20 and column 30, column 30 and pedestal 40 Between connected by separating device 50.Specifically, during installation, first mounting seat 40, then pass through separating device 50 for column 30 are directed at connection with pedestal 40, then column 30 and the alignment installation of upper frame 20 are finally installed ladder 10 by separating device 50.When After the completion of frame body use, above-mentioned each component can be split respectively, consequently facilitating transfer and transport.Therefore the present invention by pair Existing vertical adjustment frame improves, and frame body is divided into 20 3 pedestal 40, column 30 and upper frame parts, using separating device 50 into Row splicing, thereby may be ensured that vertical adjustment precision.Vertical adjustment structure of the invention, which can according to need, to be split and is assembled, and then is solved The problems such as inconvenient is transported caused by traditional vertical adjustment frame excessively heaviness of having determined.
Please emphasis referring to Fig. 2, the pedestal 40 with the upper frame 20 include groined type inner support 21 and with the well word The hollow support arm 22 that shape inner support 21 connects, wherein be respectively set on four support rods of the groined type inner support 21 There is hydraulic jack 23.It, can be to steel pipe by the hydraulic jack 23 on four support rods of control when installing steel pipe column 100 The verticality of column is adjusted.Further, hydraulic due to being provided on the groined type inner support 21 of pedestal 40 and upper frame 20 Jack 23, therefore can adjust separately in the bottom to steel pipe column 100 or top according to actual needs, further ensure that steel The verticality of tubing string 100.
Preferably, being respectively welded on the square shape support arm 22 and groined type inner support 21 matched with column 30 Connecting column 24.By the setting connecting column 24, upper frame 20 and pedestal 40 can be allow accurately and fast implement docking, then led to It crosses the separating device 50 to be fixedly connected, and then frame body can fast and accurately be installed, and energy in installation process Enough keep verticality.
Preferably, the separating device 50 includes: the first steel plate 51 for being welded on 24 end of connecting column, is welded on Second steel plate 52 of 30 end of column and bolt assembly 53 for connecting first steel plate 51 and the second steel plate 52.Usually The screw arbor assembly 53 is made of nut and screw rod, and nut-welding is in the outside of the first steel plate 51 or the second steel plate 52, screw rod It is connect after the first steel plate 51 and the second steel plate 52 with nut, realizes the assembling to frame body.
Preferably, being also arranged in parallel with two groups of steel pipes 60, the steel pipe on the groined type inner support 21 of the pedestal 40 60 match with the otic placode 70 that 100 two sides of the bottom of steel pipe column are arranged in.When specific installation, otic placode 70 is hung on the steel pipe 60, Its verticality can be adjusted while being supported to steel pipe column 100.Further, the otic placode 70 is in steel pipe column 100 Every side be provided with two groups, it can be ensured that the stability of steel pipe column 100.
Further, the usual dimensions of the steel pipe 60, compared with the small No.1 of the steel section size used in frame body, this Sample is easy to distinguish and find, and can be very good to be matched with otic placode 70.
In conclusion the present invention provides a kind of one pile for one column verticality vertical adjustment structure, comprising: frame body and ladder 10, it is described Frame body includes: upper frame 20, column 30 and pedestal 40, wherein logical between the upper frame 20 and column 30, column 30 and pedestal 40 Cross the connection of separating device 50.The present invention is divided into pedestal 40, column 30 and top by improving to existing vertical adjustment frame, by frame body 20 3 parts of frame, are spliced using separating device 50, thereby may be ensured that vertical adjustment precision.Vertical adjustment structure of the invention can be with Split and assembled as needed, so solve traditional vertical adjustment frame it is excessively heavy caused by transport the problems such as inconvenient.
Obviously, those skilled in the art can carry out various modification and variations without departing from spirit of the invention to invention And range.If in this way, these modifications and changes of the present invention belong to the claims in the present invention and its equivalent technologies range it Interior, then the invention is also intended to include including these modification and variations.

Claims (6)

1. a kind of one pile for one column verticality vertical adjustment structure characterized by comprising frame body and ladder (10), the frame body include: Upper frame (20), column (30) and pedestal (40), wherein the upper frame (20) and column (30), column (30) and pedestal (40) it Between by separating device (50) connect.
2. one pile for one column verticality vertical adjustment structure as described in claim 1, which is characterized in that the pedestal (40) and the top Frame (20) includes groined type inner support (21) and the hollow support arm (22) that connect with the groined type inner support (21), In, hydraulic jack (23) are respectively arranged on four support rods of the groined type inner support (21).
3. one pile for one column verticality vertical adjustment structure as claimed in claim 2, which is characterized in that the square shape support arm (22) Be respectively welded on groined type inner support (21) with column (30) matched connecting column (24).
4. one pile for one column verticality vertical adjustment structure as claimed in claim 3, which is characterized in that separating device (50) packet Include: be welded on first steel plate (51) of the connecting column (24) end, be welded on second steel plate (52) of column (30) end with And the bolt assembly (53) for connecting first steel plate (51) and the second steel plate (52).
5. one pile for one column verticality vertical adjustment structure as claimed in claim 2, which is characterized in that the groined type of the pedestal (40) Two groups of steel pipes (60) are also arranged in parallel on inner support (21), the steel pipe (60) and setting are in steel pipe column (100) two sides of the bottom Otic placode (70) matching.
6. one pile for one column verticality vertical adjustment structure as claimed in claim 5, which is characterized in that the otic placode (70) is in steel pipe column (100) every side is provided with two groups.
CN201910323538.9A 2019-04-22 2019-04-22 One pile for one column verticality vertical adjustment structure Pending CN110005213A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910323538.9A CN110005213A (en) 2019-04-22 2019-04-22 One pile for one column verticality vertical adjustment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910323538.9A CN110005213A (en) 2019-04-22 2019-04-22 One pile for one column verticality vertical adjustment structure

Publications (1)

Publication Number Publication Date
CN110005213A true CN110005213A (en) 2019-07-12

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112297372A (en) * 2019-08-01 2021-02-02 日精树脂工业株式会社 Vertical injection molding device

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002349072A (en) * 2001-05-24 2002-12-04 Dai Nippon Construction Tool for erecting pillar and pillar erecting method using the same
CN201738346U (en) * 2010-08-03 2011-02-09 中天建设集团有限公司 Constructing and droop-adjusting device for upright post steel tube by topdown constructin method
CN104389313A (en) * 2014-11-13 2015-03-04 中国电建集团铁路建设有限公司 Positioning perpendicularity adjusting device and method of dual-spliced I-shaped steel latticed column
CN105696788A (en) * 2014-11-25 2016-06-22 南通昌荣机电有限公司 Lifting elevator liftway formwork system
CN105887811A (en) * 2015-12-17 2016-08-24 深圳市福田建安建设集团有限公司 Ultra-deep soft soil pile integral construction method based on high-precision information monitoring
CN106223377A (en) * 2015-11-11 2016-12-14 中天建设集团有限公司 A kind of folded spelling formula reinforced vertical adjustment mechanism adjusted for contrary sequence method verticality of stand column
CN107675889A (en) * 2017-08-04 2018-02-09 上海建工建集团有限公司 Contrary sequence method steel pipe column vertical adjustment mould and vertical adjustment method
CN208533586U (en) * 2018-05-15 2019-02-22 中建三局集团有限公司 A kind of five layers of inverse method one-column one-pile one thousandth vertical adjustment precision plumbing device in underground
CN109487822A (en) * 2018-12-05 2019-03-19 昆明捷程桩工有限责任公司 Reverse construction erection of steel pipe column method of adjustment and control device
CN210289194U (en) * 2019-04-22 2020-04-10 上海建工一建集团有限公司 One-column one-pile perpendicularity adjusting and verticality adjusting structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002349072A (en) * 2001-05-24 2002-12-04 Dai Nippon Construction Tool for erecting pillar and pillar erecting method using the same
CN201738346U (en) * 2010-08-03 2011-02-09 中天建设集团有限公司 Constructing and droop-adjusting device for upright post steel tube by topdown constructin method
CN104389313A (en) * 2014-11-13 2015-03-04 中国电建集团铁路建设有限公司 Positioning perpendicularity adjusting device and method of dual-spliced I-shaped steel latticed column
CN105696788A (en) * 2014-11-25 2016-06-22 南通昌荣机电有限公司 Lifting elevator liftway formwork system
CN106223377A (en) * 2015-11-11 2016-12-14 中天建设集团有限公司 A kind of folded spelling formula reinforced vertical adjustment mechanism adjusted for contrary sequence method verticality of stand column
CN105887811A (en) * 2015-12-17 2016-08-24 深圳市福田建安建设集团有限公司 Ultra-deep soft soil pile integral construction method based on high-precision information monitoring
CN107675889A (en) * 2017-08-04 2018-02-09 上海建工建集团有限公司 Contrary sequence method steel pipe column vertical adjustment mould and vertical adjustment method
CN208533586U (en) * 2018-05-15 2019-02-22 中建三局集团有限公司 A kind of five layers of inverse method one-column one-pile one thousandth vertical adjustment precision plumbing device in underground
CN109487822A (en) * 2018-12-05 2019-03-19 昆明捷程桩工有限责任公司 Reverse construction erection of steel pipe column method of adjustment and control device
CN210289194U (en) * 2019-04-22 2020-04-10 上海建工一建集团有限公司 One-column one-pile perpendicularity adjusting and verticality adjusting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112297372A (en) * 2019-08-01 2021-02-02 日精树脂工业株式会社 Vertical injection molding device

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