CN105465484A - Steel structure pipeline support mounting method and support structure thereof - Google Patents
Steel structure pipeline support mounting method and support structure thereof Download PDFInfo
- Publication number
- CN105465484A CN105465484A CN201510405295.5A CN201510405295A CN105465484A CN 105465484 A CN105465484 A CN 105465484A CN 201510405295 A CN201510405295 A CN 201510405295A CN 105465484 A CN105465484 A CN 105465484A
- Authority
- CN
- China
- Prior art keywords
- column
- plate
- pipe support
- root
- bolt
- 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
- 238000000034 method Methods 0.000 title claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 title abstract description 7
- 239000010959 steel Substances 0.000 title abstract description 7
- 238000010276 construction Methods 0.000 claims abstract description 14
- 238000003466 welding Methods 0.000 claims abstract description 12
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 238000011900 installation process Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 8
- 239000004567 concrete Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a steel structure pipeline support mounting method and a support structure thereof. According to the invention, by changing the construction sequence, the pipe support mounting process is simplified; specifically, in making of a pipe support, a column soleplate is not welded to the bottom of a pipe support upright temporarily; in construction, the column soleplate is first independently fixed on an anchor bolt of a reinforced concrete base, and the column soleplate is leveled by using a base plate below the column soleplate and an adjusting nut on the anchor bolt; and then the pipe support upright is settled on the column soleplate, so as to complete groove welding of the upright and the column soleplate and welding of a stiffening plate between the upright and the column soleplate. According to the invention, the hoisting is relatively convenient compared with common construction methods, broaching is not needed for a steel column bottom plate, anchor bolt hole aligning and leveling are easy, and construction is simple. Therefore, the method provides convenience and saves time for construction of a large quantity of pipeline supports in factories.
Description
Technical field
the present invention relates to a kind of steelwork pipe support installing method and supporting structure thereof, belong to the mounting technique field of support of pipelines.
Background technique
the working procedure of the routine of steelwork pipe support is: at produce in factory pipe support, is transported to on-the-spot integral hoisting, lifts and locates with the steel column of column root-plate and concrete foundation short column, installs crab-bolt, and adjusts level by nut; Crab-bolt backing plate and column root-plate point weld after installing and correcting by pipe support.
existing installation method, because column bolt is easily shifted in concreting process, during pipe support integral hoisting steel column, the Bolt to position of steel column base plate and absolute altitude levelling all more difficult, normal needs are reaming and increase temporary support in hoisting process, and pipe support is installed wastes time and energy.
Summary of the invention
the object of the invention is to, a kind of steelwork pipe support installing method and supporting structure thereof are provided, to facilitate the installation of steelwork pipe support, improve installation efficiency, thus overcome the deficiencies in the prior art.
technological scheme of the present invention is achieved in that
the installation method of a kind of steelwork pipe support of the present invention is, the method is by changing sequence of construction, realizes simplifying pipe support installation process; Specifically when making pipe support, column root-plate wouldn't be welded on the bottom of pipe support column; During construction, first independent column root-plate to be fixed in the crab-bolt of reinforced concrete plinth, and by the backing plate below column root-plate and the adjusting nut in crab-bolt column root-plate is levelling; And then pipe support column is seated on column root-plate, scene completes welding of column and column root-plate and the welding of stiffened plate between column with column root-plate.
according to of the present invention a kind of steelwork pipe supporting structure that said method is formed be, this structure comprises reinforced concrete plinth, reinforced concrete plinth is provided with one group of crab-bolt, crab-bolt is connected with adjusting nut through the fixed hole on column root-plate, one group of backing plate is provided with bottom column root-plate, column root-plate end face welds with pipe support column, is welded with one group of stiffened plate between column root-plate and pipe support column.
in aforementioned structure, be provided with crab-bolt backing plate between described adjusting nut and column root-plate, adjusting nut is connected with the spot welding of crab-bolt backing plate.
in aforementioned structure, on described adjusting nut, be provided with locking nut.
owing to have employed technique scheme, compared with prior art, the comparatively conventional method of construction of method of the present invention lifting is convenient in the present invention, and steel column base plate is without reaming, and foot bolt is to hole with to be levellingly all easy in this wise, and construction is simple.The method allows bolt to there is deviation, and deviation can be adjusted by the location of column root-plate and post, does not affect use, and this installation method provides convenient to the construction of measuring large support of pipelines in factory and saves time.
Accompanying drawing explanation
fig. 1 is structural representation of the present invention.
mark in accompanying drawing: 1-reinforced concrete plinth, 2-crab-bolt, 3-column root-plate, 4-adjusting nut, 5-backing plate, 6-pipe support column, 7-stiffened plate, 8-crab-bolt backing plate, 9-locking nut.
Embodiment
below in conjunction with drawings and Examples, the present invention is described in further detail, but not as any limitation of the invention.
the installation method of a kind of steelwork pipe support of the present invention is, the method is by changing sequence of construction, to realize the object simplifying pipe support installation process; Specifically when making pipe support, column root-plate wouldn't be welded on the bottom of pipe support column; During construction, first independent column root-plate to be fixed in the crab-bolt of reinforced concrete plinth, and by the backing plate below column root-plate and the adjusting nut in crab-bolt column root-plate is levelling; And then pipe support column is seated on column root-plate, scene completes welding of column and column root-plate and the welding of stiffened plate between column with column root-plate.
according to of the present invention a kind of steelwork pipe supporting structure that said method is formed, comprise reinforced concrete plinth 1, reinforced concrete plinth 1 is provided with one group of crab-bolt 2, crab-bolt 2 is connected with adjusting nut 4 through the fixed hole on column root-plate 3, one group of backing plate 5 is provided with bottom column root-plate 3, column root-plate 3 end face welds with pipe support column 6, is welded with one group of stiffened plate 7 between column root-plate 3 and pipe support column 6.Be provided with crab-bolt backing plate 8 between adjusting nut 4 and column root-plate 3, adjusting nut 4 is connected with crab-bolt backing plate 8 spot welding.Locking nut 9 is provided with on adjusting nut 4.
Embodiment
for process for making alumina more support of pipelines used, process for making alumina support of pipelines used adopts rigidity suspension column usually, and requirement of strength is not high compared with the suspension column of building, therefore can adopt installation method of the present invention.The method column root-plate 3 and pipe support column 6 is separated when pipe support makes.That is temporarily column root-plate 3 and pipe support column 6 are not welded together at making pipe support column 6.During installation, first install separately column root-plate 3, then pipe support column 6 is installed.
concrete implementation step is as follows:
1, the fixed hole on column root-plate 3 is located through crab-bolt 2, and bottom column root-plate 3, pad some backing plates 5, and then overlap a crab-bolt backing plate 8 in each crab-bolt 2, and screw in adjusting nut 4.By horizontal absolute altitude and the levelness of backing plate 5 and adjusting nut 4 adjustment column sole 3.
2, after the horizontal absolute altitude adjusting column root-plate 3 and levelness, by spot-welded together to adjusting nut 4 and crab-bolt backing plate 8, and screw in a locking nut 9 again at adjusting nut 4, loosen to prevent adjusting nut 4.
3, then by crane gear, pipe support column 6 is in place on column root-plate 3, in placely first pipe support column 6 and column root-plate 3 groove welding to be welded together afterwards.
4, then between pipe support column 6 with column root-plate 3, stiffened plate 7 is welded, to improve suspension column rigidity.
5, finally adopt C20 concrete bag post angle, whole linkage structure is closed.
Claims (4)
1. a steelwork pipe support installing method, is characterized in that: the method is by changing sequence of construction, realizes simplifying pipe support installation process; Specifically when making pipe support, column root-plate wouldn't be welded on the bottom of pipe support column; During construction, first independent column root-plate to be fixed in the crab-bolt of reinforced concrete plinth, and by the backing plate below column root-plate and the adjusting nut in crab-bolt column root-plate is levelling; And then pipe support column is seated on column root-plate, scene completes welding of column and column root-plate and the welding of stiffened plate between column with column root-plate.
2. one kind according to claim 1 method form steelwork pipe supporting structure, it is characterized in that: comprise reinforced concrete plinth (1), reinforced concrete plinth (1) is provided with one group of crab-bolt (2), crab-bolt (2) is connected with adjusting nut (4) through the fixed hole on column root-plate (3), column root-plate (3) bottom is provided with one group of backing plate (5), column root-plate (3) end face welds with pipe support column (6), is welded with one group of stiffened plate (7) between column root-plate (3) and pipe support column (6).
3. steelwork pipe supporting structure according to claim 2, it is characterized in that: be provided with crab-bolt backing plate (8) between described adjusting nut (4) and column root-plate (3), adjusting nut (4) is connected with crab-bolt backing plate (8) spot welding.
4. steelwork pipe supporting structure according to claim 2, is characterized in that: be provided with locking nut (9) on described adjusting nut (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510405295.5A CN105465484A (en) | 2015-07-13 | 2015-07-13 | Steel structure pipeline support mounting method and support structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510405295.5A CN105465484A (en) | 2015-07-13 | 2015-07-13 | Steel structure pipeline support mounting method and support structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105465484A true CN105465484A (en) | 2016-04-06 |
Family
ID=55603494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510405295.5A Pending CN105465484A (en) | 2015-07-13 | 2015-07-13 | Steel structure pipeline support mounting method and support structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105465484A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939946A (en) * | 2017-04-27 | 2017-07-11 | 苏州天地彩钢制造有限公司 | A kind of supporting structure for steel construction |
| CN117005556A (en) * | 2023-07-28 | 2023-11-07 | 珠海十字门中央商务区建设控股有限公司 | A construction method and structure for mechanical reinforcement of steel column foot anchor bolts |
| CN119641100A (en) * | 2024-12-26 | 2025-03-18 | 上海二十冶建设有限公司 | Method for mounting cold-rolled technical steel structural column |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006183266A (en) * | 2004-12-27 | 2006-07-13 | Takenaka Komuten Co Ltd | Building construction of seismically isolated structure by laminated-rubber bearing |
| JP2008057323A (en) * | 2007-11-17 | 2008-03-13 | Okabe Co Ltd | Exposed steel frame plinth structure |
| CN101787736A (en) * | 2010-03-09 | 2010-07-28 | 中铁建设集团有限公司 | Steel structure hoisting slide support seat with large span and construction process thereof |
| CN102071745A (en) * | 2010-12-10 | 2011-05-25 | 上海电力设计院有限公司 | Stylobate joint of framework column |
| CN102200019A (en) * | 2011-04-14 | 2011-09-28 | 中铁第一勘察设计院集团有限公司 | Tunnel boring machine middle-plate stepping reinforcing support mechanism and construction method thereof |
| CN203462583U (en) * | 2013-08-20 | 2014-03-05 | 浙江精工钢结构集团有限公司 | Super high-rise exposed column foot |
| CN104278752A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Solid joint column base structure |
-
2015
- 2015-07-13 CN CN201510405295.5A patent/CN105465484A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006183266A (en) * | 2004-12-27 | 2006-07-13 | Takenaka Komuten Co Ltd | Building construction of seismically isolated structure by laminated-rubber bearing |
| JP2008057323A (en) * | 2007-11-17 | 2008-03-13 | Okabe Co Ltd | Exposed steel frame plinth structure |
| CN101787736A (en) * | 2010-03-09 | 2010-07-28 | 中铁建设集团有限公司 | Steel structure hoisting slide support seat with large span and construction process thereof |
| CN102071745A (en) * | 2010-12-10 | 2011-05-25 | 上海电力设计院有限公司 | Stylobate joint of framework column |
| CN102200019A (en) * | 2011-04-14 | 2011-09-28 | 中铁第一勘察设计院集团有限公司 | Tunnel boring machine middle-plate stepping reinforcing support mechanism and construction method thereof |
| CN203462583U (en) * | 2013-08-20 | 2014-03-05 | 浙江精工钢结构集团有限公司 | Super high-rise exposed column foot |
| CN104278752A (en) * | 2014-10-21 | 2015-01-14 | 安徽铁创新材料科技有限公司 | Solid joint column base structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939946A (en) * | 2017-04-27 | 2017-07-11 | 苏州天地彩钢制造有限公司 | A kind of supporting structure for steel construction |
| CN117005556A (en) * | 2023-07-28 | 2023-11-07 | 珠海十字门中央商务区建设控股有限公司 | A construction method and structure for mechanical reinforcement of steel column foot anchor bolts |
| CN117005556B (en) * | 2023-07-28 | 2025-10-17 | 珠海十字门中央商务区建设控股有限公司 | Construction method and structure for mechanical reinforcement of steel column foot anchor bolt |
| CN119641100A (en) * | 2024-12-26 | 2025-03-18 | 上海二十冶建设有限公司 | Method for mounting cold-rolled technical steel structural column |
| CN119641100B (en) * | 2024-12-26 | 2026-04-07 | 上海二十冶建设有限公司 | Method for mounting cold-rolled technical steel structural column |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160406 |
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| RJ01 | Rejection of invention patent application after publication |