CN106051307A - Combined fast-assembly pipeline support and mounting method thereof - Google Patents
Combined fast-assembly pipeline support and mounting method thereof Download PDFInfo
- Publication number
- CN106051307A CN106051307A CN201610569086.9A CN201610569086A CN106051307A CN 106051307 A CN106051307 A CN 106051307A CN 201610569086 A CN201610569086 A CN 201610569086A CN 106051307 A CN106051307 A CN 106051307A
- Authority
- CN
- China
- Prior art keywords
- height
- soleplate
- connector
- pedestal
- regulating device
- 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.)
- Granted
Links
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
- F16L3/02—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing
- F16L3/04—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets partly surrounding the pipes, cables or protective tubing and pressing it against a wall or other support
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/56—Screw piles
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Drilling And Boring (AREA)
Abstract
The invention relates to a combined fast-assembly pipeline support, meanwhile provides a mounting method of the combined fast-assembly pipeline support and belongs to the technical field of pipeline supporting. The combined fast-assembly pipeline support comprises a pipe holder supported on an upper panel of a base. The base is mounted on a basic plate through at least three elevation adjustment devices. The basic plate is at least supported on three adjustable piles. The pipe holder is formed by fixedly connecting a bottom brace on the lower portion and a circular arc holder at the top. The base is formed by fixedly connecting box iron braces by which a rectangular frame is defined with the panel. Each elevation adjustment device is composed of a pair of vertical spiral pair components mounted on the basic plate and supported under the base. In the mounting process of the pipeline support, the elevation of the support can be adjusted by adjusting the elevation adjustment devices, the levelness of the basic plate can be adjusted through the adjustable piles, the defect that the height of a traditional heat supply network pipeline support cannot be adjusted is overcome, and it is guaranteed that supporting is stable and reliable as well; and mounting is quite convenient and fast, so that the field installation efficiency is improved remarkably, and construction quality is guaranteed.
Description
Technical field
The present invention relates to a kind of support of pipelines, especially a kind of combined type fast-assembling support of pipelines, provide its installation side simultaneously
Method, belongs to pipeline support technical field.
Background technology
Support of pipelines primarily serves the effects such as load supporting and displacement restriction to pipeline, is widely used in such as heat-net-pipeline
Etc tubing in.According to the applicant understood, for a long time, heat-net-pipeline support directly by conduit coupling and bottom always
Basis part of taking root is fixed.Take root part many employings concrete foundation in bottom, i.e. at concrete pipe base top pre-embedded steel slab or shaped steel etc.
Built-in fitting, the most permanent between conduit coupling and built-in fitting is welded and fixed.
This traditional support of pipelines first to carry out concrete pipe base construction before installing, and earth excavation also pours maintenance, no
Only long construction period, environmental pollution is big, destroy ecological environment, and product cannot utilize by disassembly & recycling, causes the waste of resource;
Additionally, due to setting height(from bottom) customizes in factory according to pipeline construction figure, job site cannot be carried out regulation, can only use cushion block
Weld after adjustment, and engineering construction site contour complicated condition, therefore adjust workload big, very inconvenient, reduce construction matter
Amount and in-site installation efficiency.
Summary of the invention
It is an object of the invention to: the shortcoming existed for above-mentioned prior art, propose a kind of installation, group easy to adjust
Box-like fast-assembling support of pipelines, provides its installation method simultaneously, thus while significantly improving in-site installation efficiency, it is ensured that construction
Quality.
In order to reach object above, the combined type fast-assembling support of pipelines of the present invention includes the pipe being supported on impact faces plate
Torr, being placed on soleplate at least through three height-regulating devices of described pedestal, described soleplate be at least supported on three adjustable
In stake;
Described conduit saddle is connected is formed by the bottom bracing of bottom and the circular arc torr at top;
Described pedestal is supportted by the channel-section steel surrounding rectangle frame and panel is connected and forms;
Described height-regulating device is by the vertical a pair screw pair component structure being respectively disposed on soleplate He be supported under pedestal
Become.
The present invention further improves to be had:
Described pedestal has rectangular top panel, and the corner of described rectangular top panel is placed in rectangle by height-regulating device respectively
On soleplate, the corner of described soleplate is respectively supported in four adjustable stakes.
The base plate of riser and its lower end that the bottom bottom bracing of described conduit saddle is respectively provided with reinforcement by both sides welds and constitutes.
Vertical a pair screw pair component of described height-regulating device is respectively shaped with externally threaded core pipe and system is female
Sleeve pipe, fastening bolt fastens through the perforation of described core pipe and the centre bore of sleeve pipe and soleplate and pedestal correspondence position.
Described adjustable stake is that inserting section, middle part have the connector of horizontal backing ring and upper end has female thread by upper and lower two ends
Jack, bottom are that the drilling rod of spiral section is constituted.
The lower inserting section of described connector has an external screw thread matched with drilling rod jack female thread, and internal thread segment and outer spiral shell
Stricture of vagina section is respectively provided with the radial perforation of plug-in mounting radial peg.
The drilling rod spiral section of described adjustable stake is constituted around discontinuous blade by steel pipe is outer.
The support of pipelines of the present invention, can be by regulation height-regulating device adjusting pole absolute altitude in installation process, it is also possible to
By the level of adjustable stake regulation soleplate, the most not only overcome tradition heat-net-pipeline support and cannot regulate the shortcoming of height,
Also ensure supporting & stablizing reliable.And install very convenient fast, thus significantly improve in-site installation efficiency, it is ensured that execute
Working medium amount.
Accompanying drawing explanation
The present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the perspective view of the embodiment of the present invention one.
Fig. 2 is the stereo decomposing structural representation of Fig. 1 embodiment.
Fig. 3 is the height-regulating device mounting structure schematic diagram in Fig. 1 embodiment.
Fig. 4 is the adjustable stake mounting structure schematic diagram in Fig. 1 embodiment.
Fig. 5 is the adjustable stake stereo decomposing structural representation in Fig. 1 embodiment.
Fig. 6 be the embodiment of the present invention two adjustable stake stereo decomposing structural representation.
Fig. 7 is the adjustable stake stereo decomposing structural representation of the embodiment of the present invention three.
In accompanying drawing: 1. conduit saddle 2. adjustable spiral stake 3. soleplate 4. pedestal 5. height-regulating device 6. fastening bolt;101.
Reinforcement 102. riser 103. circular arc torr 104. base plate;201. connector 202. drilling rod 203. radial peg;401. channel-section steel supports
402. panel;501. core pipe 502. sleeve pipes.
Detailed description of the invention
Embodiment one
The combined type fast-assembling support of pipelines of the present embodiment as shown in Figures 1 to 5, including being supported on pedestal 4 rectangular top panel
The conduit saddle 1 of 402, the corner of this pedestal 4 is placed on rectangular foundation plate 3 by height-regulating device 5 respectively.The corner of soleplate 3 is divided
It is not supported in four adjustable stakes 2.
The base plate 104 of riser 102 and its lower end that conduit saddle 1 is respectively provided with reinforcement 101 by both sides constitutes bottom bottom bracing, then
Welding with the circular arc torr 103 at top is connected forms.
Pedestal 4 is welded to be connected by the channel-section steel support 401 and top panel 402 thereof surrounding rectangle frame and forms, and forms firm propping up
Support.
The vertical a pair screw pair structure that height-regulating device 5 is substantially respectively disposed on soleplate 3 and is supported under pedestal 4
Part, including being shaped with externally threaded core pipe 501 and making female sleeve pipe 502, after mounting and adjusting, by pass through both centre bores
And the fastening bolt 6 of soleplate 3, pedestal 4 correspondence position perforation fastens.Therefore height can be regulated by rotating against of screw pair
Degree, and pedestal and soleplate can not only be fastenedly connected by securing member, and the effect that set and locking screw is secondary can be played so that it is will not
Loosen.
Adjustable stake 2 includes that upper/lower terminal is the connector 201 that inserting section, middle part have horizontal backing ring, and upper end has interior spiral shell
Stricture of vagina jack, bottom are the drilling rod 202 of spiral section, and radial peg 203.The lower inserting section of connector 201 has inserts with drilling rod 202
The external screw thread that hole female thread matches, and internal and external screw thread section is respectively provided with the radial perforation of plug-in mounting radial peg.
During installation, carry out according to step in detail below:
The first step, connector 201 lower end is screwed in the upper end screw of drilling rod 202, and makes both radial perforations be directed at,
The perforation inserting correspondence by radial peg 203 makes connector 201 and drilling rod 202 be relatively fixed the adjustable stake 2 of composition, relends and helps rotation stake
Machine by the drilling rod 202 of four adjustable stakes 2 successively in screw-in underground, relevant position;
Second step, the radial peg 203 removed between connector 201 and drilling rod 202, rotate the company of four adjustable stakes 2 respectively
Fitting 201, makes the horizontal backing ring upper surface of each connector 201 be in same by screw pair between connector 201 and drilling rod 202
Level height;
3rd step, the hole on soleplate 3 is worn the upper end being each passed through correspondence position connector 201, make soleplate 3 times
Surface support, on each horizontal backing ring, relends and helps securing member (or welding) to make soleplate 3 solid with the connector 202 of each adjustable stake 2
Even;
4th step, place height-regulating device 5 respectively at four position of mounting hole of soleplate 3, and by the sleeve pipe of height-regulating device 5
502 weld with soleplate 3 and to be connected, and screw the core pipe 501 on height-regulating device 5 top, and initial adjustment reaches predetermined altitude;Again pedestal 4 is put
In height-regulating device 5 top, by fastening bolt 6 through perforation corresponding on pedestal 3, height-regulating device 5 and soleplate 3, screw and heighten
The core pipe 501 of device 5, fine setting makes pedestal 4 upper surface level, tightens each fastening bolt 6;
5th step, conduit saddle 1 is placed on the position that circular arc torr axis is consistent with pipeline direction to be supported the upper table of pedestal 4
Face.
Embodiment two
As shown in Figure 6, the drilling rod spiral section of adjustable stake is the difference of the support of pipelines of the present embodiment and embodiment one
Outer around structure.
Embodiment three
The support of pipelines of the present embodiment with the difference of embodiment two as it is shown in fig. 7, the drilling rod spiral section of adjustable stake is
Steel pipe is outer around discontinuous blade construction, so can produce certain interval impact when precession, be suitable in the more part of rubble
Operation.
It was verified that the support of pipelines of above-described embodiment has the advantage that
1) level of soleplate can be adjusted by finely tuning each adjustable stake height, overcomes conventional concrete pile foundation support
The shortcoming that embedded board cannot regulate;
2) can be possible not only to when mounted according to absolute altitude requirement regulation height by regulation height-regulating device adjusting pole absolute altitude
Degree, and after pedestal installation, additionally it is possible to fine setting height-regulating device realizes the horizontal adjustment of pedestal, with traditional heat-net-pipeline
Support absolute altitude looks for the mode using machinery cushion block to compare, and the support of pipelines adjustment process of the present invention is convenient and swift, and workload is few, and
And height-regulating device is the most firm more stable than cushion block;
3) tradition heat-net-pipeline support concrete pipe base needs through earth excavation and pours maintenance, at least needs 7 days, this
The support of pipelines basis of embodiment is quick for installation, about 20 minutes each drilling rod set-up times, four adjustable pile driving construction times about 80
Minute, easy construction need not earth excavation, and environmental pollution is little.
In addition to the implementation, the present invention can also have other embodiments.Such as, the connector of adjustable stake can also be borrowed
Securing member is helped to be connected with soleplate.The technical scheme that all employing equivalents or equivalent transformation are formed, all falls within application claims
Protection domain.
Claims (8)
1. a combined type fast-assembling support of pipelines, including the conduit saddle being supported on impact faces plate, it is characterised in that: described pedestal
Being placed on soleplate at least through three height-regulating devices, described soleplate is at least supported in three adjustable stakes;
Described conduit saddle is connected is formed by the bottom bracing of bottom and the circular arc torr at top;
Described pedestal is supportted by the channel-section steel surrounding rectangle frame and panel is connected and forms;
Described height-regulating device is made up of the vertical a pair screw pair component being respectively disposed on soleplate He be supported under pedestal.
Combined type fast-assembling support of pipelines the most according to claim 1, it is characterised in that: described pedestal has above rectangle
Plate, the corner of described rectangular top panel is placed on rectangular foundation plate by height-regulating device respectively, and the corner of described soleplate is divided
It is not supported in four adjustable stakes.
Combined type fast-assembling support of pipelines the most according to claim 2, it is characterised in that: the bottom bottom bracing of described conduit saddle is by two
The base plate of riser and its lower end that side is respectively provided with reinforcement welds composition.
Combined type fast-assembling support of pipelines the most according to claim 3, it is characterised in that: a pair of described height-regulating device is vertical
Screw pair component is respectively shaped with externally threaded core pipe and makes female sleeve pipe, and fastening bolt passes described core pipe and sleeve pipe
Centre bore and soleplate and pedestal correspondence position perforation fasten.
Combined type fast-assembling support of pipelines the most according to claim 4, it is characterised in that: described adjustable stake by upper and lower two ends is
Inserting section, middle part have horizontal backing ring connector and upper end has female thread jack, bottom be spiral section drilling rod constitute.
Combined type fast-assembling support of pipelines the most according to claim 5, it is characterised in that: the lower inserting section tool of described connector
There is an external screw thread matched with drilling rod jack female thread, and internal thread segment and external thread section are respectively provided with the radial direction of plug-in mounting radial peg and wear
Hole.
7. combined type fast-assembling support of pipelines as claimed in claim 6, it is characterised in that: the drilling rod spiral section of described adjustable stake by
Steel pipe is outer to be constituted around discontinuous blade.
Combined type fast-assembling support of pipelines installation method the most as claimed in claims 6 or 7, it is characterised in that step is as follows:
The first step, connector lower end is screwed in the upper end screw of drilling rod, and make both radial perforations be directed at, slotting by radial peg
The perforation entering correspondence makes connector and drilling rod be relatively fixed the adjustable stake of composition, relends and helps rotation stake machine by the drilling rod of four adjustable stakes
Successively in screw-in underground, relevant position;
Second step, the radial peg removed between connector and drilling rod, rotate the connector of four adjustable stakes respectively, pass through connector
And screw pair makes the horizontal backing ring upper surface of each connector be in same level height between drilling rod;
3rd step, the hole on soleplate is worn the upper end being each passed through correspondence position connector, make the lower surface of soleplate support
On each horizontal backing ring, relend and help securing member to make soleplate be connected with the connector of each adjustable stake;
4th step, place height-regulating device respectively at four position of mounting hole of soleplate, and by the sleeve pipe of height-regulating device and basis
Plate welding is connected, and screws the core pipe on height-regulating device top, and initial adjustment reaches predetermined altitude;Pedestal is placed in height-regulating device top again,
By fastening bolt through perforation corresponding on pedestal, height-regulating device and soleplate, screwing the core pipe of height-regulating device, fine setting makes pedestal
Upper surface level, tightens each fastening bolt;
5th step, conduit saddle is placed on the position that circular arc torr axis is consistent with pipeline direction to be supported the upper surface of pedestal.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610569086.9A CN106051307B (en) | 2016-07-19 | 2016-07-19 | A kind of combined type fast-assembling support of pipelines and its installation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610569086.9A CN106051307B (en) | 2016-07-19 | 2016-07-19 | A kind of combined type fast-assembling support of pipelines and its installation method |
Publications (2)
Publication Number | Publication Date |
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CN106051307A true CN106051307A (en) | 2016-10-26 |
CN106051307B CN106051307B (en) | 2018-02-06 |
Family
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CN201610569086.9A Active CN106051307B (en) | 2016-07-19 | 2016-07-19 | A kind of combined type fast-assembling support of pipelines and its installation method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107883068A (en) * | 2017-12-06 | 2018-04-06 | 高佳 | A kind of support of pipelines for being easy to regulation for being used to build |
CN113970012A (en) * | 2021-11-01 | 2022-01-25 | 中海石油(中国)有限公司 | Fixing pin fixing method for underwater production manifold in steel cylinder under seabed mud surface |
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GB1379604A (en) * | 1971-12-16 | 1975-01-02 | Hudswell Morrice Ltd | Trench shoring frame |
CN2802227Y (en) * | 2005-06-21 | 2006-08-02 | 刘新生 | Sliding bracket for pipeline |
JP2006328699A (en) * | 2005-05-24 | 2006-12-07 | Arcreate:Kk | Method of integrating joint portion of pile and column of steel skeleton structure |
KR100667247B1 (en) * | 2006-09-27 | 2007-01-12 | (주) 일신하이텍 | Pier reinforce construction of bridge |
CN101932296A (en) * | 2007-11-27 | 2010-12-29 | 莫顿安哥拉私人有限公司 | Height adjustable support assembly |
CN102409671A (en) * | 2011-08-04 | 2012-04-11 | 广东保威新能源有限公司 | Spiral pillar with adjustable upright column mounting height |
CN202298645U (en) * | 2011-10-17 | 2012-07-04 | 中国石油天然气集团公司 | Installation support device for megawatt fan base ring |
CN205896396U (en) * | 2016-07-19 | 2017-01-18 | 航天晨光股份有限公司 | Modular fast -assembling pipeline bracket |
-
2016
- 2016-07-19 CN CN201610569086.9A patent/CN106051307B/en active Active
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1379604A (en) * | 1971-12-16 | 1975-01-02 | Hudswell Morrice Ltd | Trench shoring frame |
JP2006328699A (en) * | 2005-05-24 | 2006-12-07 | Arcreate:Kk | Method of integrating joint portion of pile and column of steel skeleton structure |
CN2802227Y (en) * | 2005-06-21 | 2006-08-02 | 刘新生 | Sliding bracket for pipeline |
KR100667247B1 (en) * | 2006-09-27 | 2007-01-12 | (주) 일신하이텍 | Pier reinforce construction of bridge |
CN101932296A (en) * | 2007-11-27 | 2010-12-29 | 莫顿安哥拉私人有限公司 | Height adjustable support assembly |
CN102409671A (en) * | 2011-08-04 | 2012-04-11 | 广东保威新能源有限公司 | Spiral pillar with adjustable upright column mounting height |
CN202298645U (en) * | 2011-10-17 | 2012-07-04 | 中国石油天然气集团公司 | Installation support device for megawatt fan base ring |
CN205896396U (en) * | 2016-07-19 | 2017-01-18 | 航天晨光股份有限公司 | Modular fast -assembling pipeline bracket |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107883068A (en) * | 2017-12-06 | 2018-04-06 | 高佳 | A kind of support of pipelines for being easy to regulation for being used to build |
CN113970012A (en) * | 2021-11-01 | 2022-01-25 | 中海石油(中国)有限公司 | Fixing pin fixing method for underwater production manifold in steel cylinder under seabed mud surface |
Also Published As
Publication number | Publication date |
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CN106051307B (en) | 2018-02-06 |
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