CN110005213A - One pile for one column verticality vertical adjustment structure - Google Patents
One pile for one column verticality vertical adjustment structure Download PDFInfo
- 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
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 42
- 239000010959 steel Substances 0.000 claims description 42
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000011900 installation process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003466 welding Methods 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
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
Landscapes
- 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
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.
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 |
Family
ID=67173485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910323538.9A Pending CN110005213A (en) | 2019-04-22 | 2019-04-22 | One pile for one column verticality vertical adjustment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110005213A (en) |
Citations (10)
| 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 |
-
2019
- 2019-04-22 CN CN201910323538.9A patent/CN110005213A/en active Pending
Patent Citations (10)
| 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 |
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