CN110064866A - Pillar is adjusted in combined type for wearing flase floor pipeline - Google Patents
Pillar is adjusted in combined type for wearing flase floor pipeline Download PDFInfo
- Publication number
- CN110064866A CN110064866A CN201910307061.5A CN201910307061A CN110064866A CN 110064866 A CN110064866 A CN 110064866A CN 201910307061 A CN201910307061 A CN 201910307061A CN 110064866 A CN110064866 A CN 110064866A
- Authority
- CN
- China
- Prior art keywords
- pillar
- semicircle
- flase floor
- wearing
- unequal angle
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/006—Safety devices
Abstract
A kind of adjustable pillar of the combined type for wearing flase floor pipeline, it include: the fastening bolt being mounted on flase floor, the pedestal being docked on flase floor, the semicircle pillar being docked on pedestal, wherein, the two sides of semicircle pillar are respectively equipped with a connection otic placode, and each connection otic placode is equipped with circular bolt holes;And between two semicircle pillars of docking, additionally it is possible to opposite that a pair of lateral unequal angle is installed;Semicircle pillar after docking is circle.The present invention not only solves the alternative problem of the pillar of pipeline, greatly improves construction efficiency;Moreover, solving the problems, such as destruction of the site welding to grid zinc coat, avoids and secondary repairing is carried out to the grid that spraying is completed;The construction quality and progress for substantially increasing project, enhance the aesthetics of module.
Description
Technical field
The present invention relates to pillars more particularly to a kind of combined type for wearing flase floor pipeline, and pillar is adjusted.Belong to stone
Oil and gas engineering field.
Background technique
Currently, the construction of pipeline system is generally in the pass of project in the work progress in ocean engineering module chemical plant
On key route.Flase floor region is especially worn, due to grid, the presence of the measurement of pipeline and multiple-error of constructing, so that
It needs to re-start position in the pillar part that grid area is had good positioning to adjust.
The existing pillar installation method that carries out on grid is that at the construction field (site), pillar is directly welded on flase floor,
Then, sandblasting, coating are carried out then.But after being installed due to flase floor, if adjusting position of the pillar on flase floor again
It sets, then needs to cut flase floor, then, then pillar welded again, is sprayed.Therefore, process is modified in grid
In, not only the zinc coat of flase floor is destroyed, and also will cause the damage of pillar.Meanwhile flase floor carries out secondary sandblasting, and returns
Field is zinc-plated, can all generate large effect for the integral construction progress in ocean engineering module chemical plant.
Summary of the invention
It is a primary object of the present invention to overcome disadvantages mentioned above of the existing technology, and provide a kind of for wearing flase floor
Pillar is adjusted in the combined type of pipeline, and the pillar of pipeline can be carried out to componentization, standardized prefabricated, not only solve pipe
The alternative problem of the pillar of line, greatly improves construction efficiency, reduces production cost;Moreover, can be complete in locating pipeling
Cheng Hou, then the pillar installation on flase floor is carried out, sequence of construction is greatly optimized, is adjusted convenient for the scene of grid areas pillar,
It solves the problems, such as destruction of the site welding to grid zinc coat, avoids and secondary repairing is carried out to the grid that spraying is completed;Greatly
The construction quality and progress for improving project greatly, enhance the aesthetics of module.
The purpose of the present invention is implemented by the following technical solutions:
A kind of adjustable pillar of the combined type for wearing flase floor pipeline, it is characterised in that: include: to be mounted on flase floor
Fastening bolt, the pedestal being docked on flase floor, the semicircle pillar that is docked on pedestal, wherein the two of semicircle pillar
Side is respectively equipped with a connection otic placode, and each connection otic placode is equipped with circular bolt holes;And between two semicircle pillars of docking,
A pair of lateral unequal angle opposite can also be installed;Semicircle pillar after docking is circle.
It is opposite that a pair of lateral unequal angle, unequal angle are installed between the semicircle pillar of two of the docking
The two sides of long side are respectively provided with several circular bolt holes, and respectively there are several oval bolts hole in unequal angle short side two sides;After docking
Semicircle pillar be ellipse.
The pedestal is semicircle identical with semicircle pillar shape, and pedestal is equipped with several oval bolts hole.
The thickness of the transverse direction unequal angle is equal with the thickness of pedestal;And lateral unequal angle and semicircle pillar
Docking at be separately installed with equilateral angle cleat, the both sides of equilateral angle cleat are respectively provided with several circular bolt holes.
A kind of adjustable pillar of the combined type for wearing flase floor pipeline, it is characterised in that: include: to be mounted on flase floor
Fastening bolt, the pedestal being mounted on flase floor, the semicircle pillar that is mounted on the base, wherein the two of semicircle pillar
Side is respectively equipped with a connection otic placode, and each connection otic placode is equipped with circular bolt holes;And between semicircle pillar two sides, it is equipped with
One longitudinal unequal angle;Semicircle pillar and longitudinal unequal angle after installation are half elliptic.
The pedestal is semicircle identical with semicircle pillar shape, and pedestal is equipped with several oval bolts hole.
The transverse direction unequal angle is separately installed with equilateral company with the place of docking of semicircle pillar, longitudinal unequal angle
Angle steel is connect, and the both sides of equilateral angle cleat are respectively provided with several circular bolt holes.
Beneficial effects of the present invention: the present invention due to the adoption of the above technical scheme, can be by the pillar carry out portion of pipeline
It is part, standardized prefabricated, the alternative problem of the pillar of pipeline is not only solved, construction efficiency is greatly improved, reduces
Production cost;Moreover, can be after the completion of locating pipeling, then the pillar installation on flase floor is carried out, it is suitable to greatly optimize construction
Sequence solves the problems, such as destruction of the site welding to grid zinc coat, avoids pair convenient for the scene adjustment of grid areas pillar
The grid that spraying is completed carries out secondary repairing;The construction quality and progress for substantially increasing project, enhance the aesthetics of module.
Detailed description of the invention
Figure 1A is the schematic top plan view of the semicircle pillar of the present invention.
Figure 1B is the A-A sectional view in Figure 1A.
Fig. 1 C is the schematic top plan view of the lateral unequal angle of the present invention.
Fig. 1 D is the schematic top plan view of the longitudinal unequal angle of the present invention.
Fig. 1 E is the sectional schematic diagram of Fig. 1 C, Fig. 1 D unequal angle.
Fig. 1 F is the sectional schematic diagram of the equilateral angle cleat of the present invention.
Fig. 2A is the round pillar structure schematic top plan view of the present invention.
Fig. 2 B is the oval pillar structure schematic top plan view of the present invention.
Fig. 2 C is half elliptic pillar structure schematic top plan view of the present invention.
Major Symbol illustrates in figure:
1. grid fastening bolt, 2. semicircle pillars, 3. pedestals, 4. connection otic placodes, 5. oval bolts hole, 6. round spiral shells
Keyhole, 7. lateral unequal angles, 8. longitudinal unequal angles, 9. bolt and nuts to, 10. pipelines, 11. pipe shoes, 12. equilateral companies
Connect angle steel, 13. unequal angle long sides, 14. unequal angle short sides.
Specific embodiment
As shown in Figure 1A to Fig. 2 C, the present invention is included: grid fastening bolt 1, is docked on flase floor using bolt mode
Pedestal 3, using welding connecting mode docking semicircle pillar 2 on the base 3, wherein distinguish the two sides of semicircle pillar 2
Equipped with a connection otic placode 4, each connection otic placode 4 is equipped with two circular bolt holes 6 passed through for bolt and nut to 9, after docking
Semicircle pillar 2 be round, ellipse.
Another embodiment of the present invention: including: grid fastening bolt 1, the bottom that is mounted on using bolt mode on flase floor
Seat 3, the semicircle pillar 2 being mounted on the base using welding manner, wherein the two sides of semicircle pillar 2 are respectively equipped with a company
Ear connecting plate 4, each connection otic placode 4 are equipped with circular bolt holes 6;And between the two sides of semicircle pillar 2, a longitudinal direction is installed not
Equal leg angle 8;Semicircle pillar 2 and longitudinal unequal angle 8 after installation are half elliptic.
Above-mentioned pedestal 3 is semicircle identical with semicircle 2 shape of pillar, and pedestal 3 is equipped with several oval bolts hole 5
(the present embodiment is four).
Another embodiment of the present invention: as shown in Fig. 2 B to Fig. 2 C, between two semicircle pillars 2 of docking, relatively
A pair of lateral unequal angle 7 is installed, the thickness of the transverse direction unequal angle 7 is equal with the thickness of pedestal 3, wherein laterally
Unequal angle 7 is unequal angle long side 13 on one side, and unequal angle long side 13 is equal with semicircle 2 height of pillar,
Meanwhile the two sides of unequal angle long side 13 are respectively provided with two circular bolt holes 6;Another side is unequal angle short side 14, no
Respectively there are an oval bolt hole 5 in 14 two sides of equal leg angle short side.
Another embodiment of the present invention: opposite to be equipped with a pair of lateral unequal angle on 2 both sides of semicircle pillar
7, one side of a pair of transverse direction unequal angle 7 is connect with semicircle pillar 2, and another side is equipped with a longitudinal unequal angle 8,
And the longitudinal direction unequal angle 8 (as shown in Fig. 1 D, Fig. 1 E), thickness it is equal with the thickness of pedestal 3, unequal angle long side 13
It is equal with semicircle 2 height of pillar, meanwhile, 13 two sides of unequal angle long side are respectively provided with two circular bolt holes 6, inequilateral angle
Respectively there are an oval bolt hole 5 in 14 two sides of steel short side.
As referring to figure 1E, above-mentioned lateral unequal angle 7 and semicircle pillar 2, longitudinal direction unequal angle 8 dock punishment
Equilateral angle cleat 12 is not installed, the both sides of equilateral angle cleat 12 are respectively provided with two circular bolt holes 6.
Above-mentioned three kinds of connection types are as described below:
As shown in Fig. 2A, Figure 1A, Fig. 2 B, when single pipeline 10 wears flase floor, firstly, by two 2 two sides of semicircle pillar
Circular bolt holes 6 in connection otic placode 4 are aligned;Then, circular bolt holes 6 are passed through to 9 by four sets of bolt and nuts, by two and half
2 groups of round pillar form a round pillar to connection;Finally, passing through the ellipse of round pillar to 9 by four sets of bolt and nuts again
Circular bolt holes 5, then round pillar is fixed on flase floor.
It is first when more root distances wear flase floor from similar pipeline 10 as shown in Fig. 2 B, Figure 1A, Figure 1B, Fig. 1 C, Fig. 1 E, Fig. 1 F
First, by connection otic placode 4, two lateral unequal angles 7 of two semicircle 2 two sides of pillar and four equilateral angle cleats 12
Circular bolt holes 6 are aligned;Then, circular bolt holes 6 are passed through to 9 by 16 sets of bolt and nuts, by two semicircle pillars 2 and two
7 groups of a transverse direction unequal angle form an oval pillar to connection;Finally, passing through pillar to 9 by 8 sets of bolt and nuts again
Oval bolt hole 5, ellipse pillar be fixed on flase floor.
As shown in Fig. 2 C, Figure 1A, Figure 1B, Fig. 1 C, Fig. 1 D, Fig. 1 E, Fig. 1 F, the single pipeline 10 with pipe shoe 11 wears flase floor
When, firstly, by 2 two sides connection otic placode of semicircle pillar, 4, two lateral unequal angles 7 and two equilateral angle cleats
12 circular bolt holes 6 are aligned, two lateral 7, longitudinal unequal angles 8 of unequal angle and two equilateral angle cleats
12 circular bolt holes 6 are aligned;Then, circular bolt holes 6 are passed through to 9 by 16 sets of bolt and nuts, by a semicircle pillar
2,8 groups of two lateral unequal angles 7 and longitudinal unequal angle are to connecting one half elliptic pillar of formation;Finally,
The oval bolt hole 5 for passing through pillar to 9 by 6 sets of bolt and nuts again, half elliptic pillar is fixed on flase floor.
The fixation position for wearing flase floor pipeline pillar, by the slotted eye 5 and bolt and nut of pillar to 9 on flase floor
Carry out flexible modulation.
The technology of above-mentioned pipeline 10, pipe shoe 11 and not specified (NS) is the prior art, and so it will not be repeated.
The above described is only a preferred embodiment of the present invention, be not intended to limit the present invention in any form, it is all
It is any simple modification, equivalent change and modification to the above embodiments according to the technical essence of the invention, still falls within
In the range of technical solution of the present invention.
Claims (7)
1. pillar is adjusted in a kind of combined type for wearing flase floor pipeline, it is characterised in that: include: to be mounted on flase floor
Fastening bolt, the pedestal being docked on flase floor, the semicircle pillar being docked on pedestal, wherein the two sides of semicircle pillar
It is respectively equipped with a connection otic placode, each connection otic placode is equipped with circular bolt holes;And between two semicircle pillars of docking, also
A pair of lateral unequal angle opposite can be installed;Semicircle pillar after docking is circle.
2. pillar is adjusted in the combined type according to claim 1 for wearing flase floor pipeline, it is characterised in that: described right
Between the semicircle pillar of two connect, opposite to be equipped with a pair of lateral unequal angle, the two sides of unequal angle long side are respectively set
There are several circular bolt holes, unequal angle short side two sides respectively there are several oval bolts hole;Semicircle pillar after docking is
Ellipse.
3. pillar is adjusted in the combined type according to claim 1 for wearing flase floor pipeline, it is characterised in that: the bottom
Seat is semicircle identical with semicircle pillar shape, and pedestal is equipped with several oval bolts hole.
4. pillar is adjusted in the combined type according to claim 1 for wearing flase floor pipeline, it is characterised in that: the cross
It is equal to the thickness of unequal angle and the thickness of pedestal;And lateral unequal angle is pacified respectively with the place of docking of semicircle pillar
Equipped with equilateral angle cleat, the both sides of equilateral angle cleat are respectively provided with several circular bolt holes.
5. pillar is adjusted in a kind of combined type for wearing flase floor pipeline, it is characterised in that: include: to be mounted on flase floor
Fastening bolt, the pedestal being mounted on flase floor, the semicircle pillar being mounted on the base, wherein the two sides of semicircle pillar
It is respectively equipped with a connection otic placode, each connection otic placode is equipped with circular bolt holes;And between semicircle pillar two sides, it is equipped with one
Longitudinal unequal angle;Semicircle pillar and longitudinal unequal angle after installation are half elliptic.
6. pillar is adjusted in the combined type according to claim 5 for wearing flase floor pipeline, it is characterised in that: the bottom
Seat is semicircle identical with semicircle pillar shape, and pedestal is equipped with several oval bolts hole.
7. pillar is adjusted in the combined type according to claim 5 for wearing flase floor pipeline, it is characterised in that: the cross
It is separately installed with equilateral angle cleat with the place of docking of semicircle pillar, longitudinal unequal angle to unequal angle, and equilateral
The both sides of angle cleat are respectively provided with several circular bolt holes.
Priority Applications (1)
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CN201910307061.5A CN110064866A (en) | 2019-04-17 | 2019-04-17 | Pillar is adjusted in combined type for wearing flase floor pipeline |
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CN201910307061.5A CN110064866A (en) | 2019-04-17 | 2019-04-17 | Pillar is adjusted in combined type for wearing flase floor pipeline |
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CN110064866A true CN110064866A (en) | 2019-07-30 |
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CN201910307061.5A Pending CN110064866A (en) | 2019-04-17 | 2019-04-17 | Pillar is adjusted in combined type for wearing flase floor pipeline |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110733609A (en) * | 2019-09-03 | 2020-01-31 | 海洋石油工程(青岛)有限公司 | Small-area multi-professional concentrated perforated ocean platform grating and manufacturing method thereof |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110045730A (en) * | 2009-10-27 | 2011-05-04 | 이태하 | The pipe fixing device |
CN201851790U (en) * | 2010-11-22 | 2011-06-01 | 中格复合材料(南通)有限公司 | Pipeline protecting pipe for petroleum platform |
CN103322317A (en) * | 2013-06-28 | 2013-09-25 | 无锡市伟丰印刷机械厂 | I-shaped protective pipe fitting for oil platform pipelines |
CN103322325A (en) * | 2013-06-28 | 2013-09-25 | 无锡市伟丰印刷机械厂 | Oil platform pipeline bundling sheath |
CN104455745A (en) * | 2014-12-10 | 2015-03-25 | 国家电网公司 | Electric cable hoop |
CN108463594A (en) * | 2016-03-30 | 2018-08-28 | 日铁住金建材株式会社 | Foundation structure |
-
2019
- 2019-04-17 CN CN201910307061.5A patent/CN110064866A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20110045730A (en) * | 2009-10-27 | 2011-05-04 | 이태하 | The pipe fixing device |
CN201851790U (en) * | 2010-11-22 | 2011-06-01 | 中格复合材料(南通)有限公司 | Pipeline protecting pipe for petroleum platform |
CN103322317A (en) * | 2013-06-28 | 2013-09-25 | 无锡市伟丰印刷机械厂 | I-shaped protective pipe fitting for oil platform pipelines |
CN103322325A (en) * | 2013-06-28 | 2013-09-25 | 无锡市伟丰印刷机械厂 | Oil platform pipeline bundling sheath |
CN104455745A (en) * | 2014-12-10 | 2015-03-25 | 国家电网公司 | Electric cable hoop |
CN108463594A (en) * | 2016-03-30 | 2018-08-28 | 日铁住金建材株式会社 | Foundation structure |
Non-Patent Citations (1)
Title |
---|
涂湘缃: "《实用防腐蚀工程施工手册》", 30 April 2000, 化学工业出版社 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110733609A (en) * | 2019-09-03 | 2020-01-31 | 海洋石油工程(青岛)有限公司 | Small-area multi-professional concentrated perforated ocean platform grating and manufacturing method thereof |
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Application publication date: 20190730 |