CN105841679A - Device and method for measuring cylindrical steel storage tank inversion process verticality - Google Patents
Device and method for measuring cylindrical steel storage tank inversion process verticality Download PDFInfo
- Publication number
- CN105841679A CN105841679A CN201610348041.9A CN201610348041A CN105841679A CN 105841679 A CN105841679 A CN 105841679A CN 201610348041 A CN201610348041 A CN 201610348041A CN 105841679 A CN105841679 A CN 105841679A
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- steel
- fixture
- storage tank
- tank body
- cartridge type
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/10—Plumb lines
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/12—Instruments for setting out fixed angles, e.g. right angles
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a device and a method for measuring the cylindrical steel storage tank inversion process verticality. The device comprises a tank body top end fixture and a tank body bottom end fixture, wherein the two parts are connected into a whole body through a wire; a lead drop is arranged at one end of the wire; the tank body top end fixture forms a fixed thread plate comprising a single steel plate; a U-shaped notch is formed in one side of the upper end of the fixed thread plate; a thread jamming bolt is arranged on the fixed thread plate; the tank body bottom end fixture comprises a steel plate with a positioning control hole; a coiling device is arranged on the steel plate with the positioning control hole; a support is arranged under the steel plate. The method can monitor the verticality deviation of the cylindrical steel storage tank during the whole reversion construction through only one device, reduces accumulation deviation through the measurement adjustment of the verticality of each two plates with walls, and finally achieves proper control to the verticality. Measurement investments are not required to be erected repeatedly, and the method is not affected by site.
Description
Technical field
The apparatus and method of squareness measurement when the present invention relates to all kinds of cartridge type steel storage tank upside-down mounting, are particularly well-suited to large-sized steel storage tank
When carrying out upside-down mounting, the apparatus and method of the squareness measurement that tank body thickness of slab from top to bottom increases successively.
Background technology
The cylindrical geometric body that cartridge type steel storage tank agent structure is mainly made up of base plate, wallboard, top board or top cover.All kinds of steels
Key link in storage tank or production technology, or store the semisolid solution such as inflammable and explosive, severe corrosive, strong permeability.
Due to its production technology and the particularity of storing, steel storage tank installation accuracy is required the highest, the most how to ensure steel storage tank
Perpendicularity becomes the emphasis of installation accuracy control.At present, traditional installation perpendicularity, mainly by transit survey control, needs many
Secondary measurement, the longest, process is the most loaded down with trivial details, more importantly when using theodolite to measure, cartridge type steel storage tank wallboard
Thickness from top to bottom, increases by band, to be as the criterion inside wallboard during installation, stepped outside wallboard, it is difficult to accurately measure, and
And it is affected by human factors big, often restricted by place.
Summary of the invention
In order to solve problems of the prior art, the present invention provides a kind of and surveys for cartridge type steel storage tank reverse installation process perpendicularity
The apparatus and method of amount, overcome cartridge type steel storage tank wallboard perpendicularity in prior art to be difficult to accurately measure, and by human factor
Affect big problem.
The technical solution used in the present invention is: a kind of device for cartridge type steel storage tank reverse installation process squareness measurement, including tank
Body top fixture and tank body bottom fixture two parts, two parts are connected to become entirety by steel wire, and steel wire one end is provided with plummet;Institute
Stating tank body top fixture and formed fixed thread plate by monolithic steel plate, side, fixed thread plate upper end is provided with a U-shaped breach, fixed thread plate sets
There is a card line bolt;Described tank body bottom fixture includes the steel plate with location control hole, the described steel plate with location control hole
Being provided with coiling apparatus, steel plate is arranged below bearing.
Described fixed thread plate thickness is 12~20mm;Described U-shaped notch depth is 8~10mm, and width is 0.6~0.8mm;Described
Steel plate thickness with location control hole is 12~20mm;Described steel wire diameter is 0.5mm.
The bearing of described steel plate uses pipe, H profile steel or channel-section steel, a length of 200~300mm.
A kind of method for cartridge type steel storage tank reverse installation process squareness measurement, comprises the steps:
(1) make top fixture and the bottom fixture of above-mentioned measurement apparatus, top fixture be fixed on cartridge type steel storage tank wallboard,
Using wire lower end band plummet, determine fixture position, bottom, bottom fixture has positioning function;
(2) coiling apparatus is fixed on the fixture upper surface steel plate of bottom, by the roller bearing of coiling apparatus by steel wire by card line spiral shell
Enter U-type groove after bolt, rotate coiling apparatus, make steel wire hang down to bottom fixture;
(3) steel wire and plummet are naturally drooped to the location control hole of bottom fixture, stand;
(4) pass through Steel Ruler measuring steel wire deviation value in the control hole of location, then this deviation value compared with specification,
Judge that wallboard, in the direction whether this side up tilts and tilt, and adjusts the perpendicularity of wallboard with this, until it reaches specification is wanted
Ask.
Described tank body top fixture is fixing to be welded at the first band wallboard the top, the fixing weldering of described tank body bottom fixture steel plate support
It is connected on tank bottom.
Described measurement apparatus is arranged on inside steel storage tank wallboard.
Use two groups of measurement apparatus, be respectively used to the squareness measurement of 90 ° of both directions of tank body angle.
The invention has the beneficial effects as follows:
(1) this method has only to set of device, gets final product monitored over time cartridge type steel storage tank perpendicularity during inverted construction inclined
Difference, is adjusted by the measurement of every two band wallboard perpendicularity, decreases Accumulated deviation, and final perpendicularity serves well control
System.Without repeatedly setting up measuring instrument, and not by site influence.
(2) after two band wallboards installations are in place, by coiling apparatus, line pendant is put down from the U-shaped bayonet socket of top fixture, work as line
When pendant arrives at location control hole, being unloaded by plummet, plummet is installed after passing from the control hole of location by steel wire again.Use two
Steel Ruler direct measuring steel wire position in the control hole of location, can precisely judge perpendicularity deviation value, and enter as standard
The adjustment of row stave sheets, makes the perpendicularity of storage tank reach higher requirement.
(3) when cartridge type steel storage tank uses inverted construction technology, tank body top fixture and tank body bottom fixture are all to weld pattern
Fixing, it is not required to install along with tank body and adjust fixture position, thus can ensure that repeatedly squareness measurement, all in same direction, improves
Certainty of measurement.
(4) in this method, two groups of measurement apparatus used are arranged on inside steel storage tank wallboard, reach windproof effect by wallboard protection
Really, it is to avoid the measure error brought by wind effect.
(5) this apparatus structure is simple, be prone to processing, and processing cost is low, is suitable for applying at the construction field (site).
Accompanying drawing explanation
Fig. 1 is the cartridge type steel storage tank vertical survey unit layout figure of the present invention;
Fig. 2 is A-A (B-B) profile of cartridge type steel storage tank vertical survey installation drawing 1 of the present invention;
Fig. 3 is cartridge type steel storage tank vertical survey device bottom fixture upper surface layout drawing (i.e. C-C profile in Fig. 2) of the present invention;
Wherein: 1 measurement apparatus, 2 fixed thread plates, 3 card line bolts, 4 tank shells, 5 tank bottoms, 6 with location
The steel plate of control hole, 7-coiling apparatus, 8-position control hole, 9-steel wire.
Detailed description of the invention
Describe the present invention below in conjunction with the accompanying drawings.
As shown in Figure 1-2, the present invention is for the device 1 of cartridge type steel storage tank reverse installation process squareness measurement, including tank body top card
Tool and tank body bottom fixture two parts, two parts are connected to become entirety by steel wire 9, and steel wire 9 one end is provided with plummet;Described tank
Body top fixture is formed fixed thread plate 2 by monolithic steel plate, and side, fixed thread plate 2 upper end is provided with a U-shaped breach, on fixed thread plate 2
It is provided with a card line bolt 3;Described tank body bottom fixture includes the steel plate with location control hole, described with positioning control hole
Steel plate is provided with coiling apparatus 7, and steel plate is arranged below bearing.
As it is shown in figure 1, two set measurement apparatus are arranged in 0 ° and 90 °, or it is arranged in 180 ° and 270 °.
After installing the first band stave sheets, after having fixed top fixture, steel wire and plummet is used to hang down from U-shaped bayonet socket center,
Steel wire is center such as Fig. 2 of location control hole.
As it is shown on figure 3, location control hole radius R determined by specification, cartridge type steel storage tank according to specification for hang down
The deviation of straight degree mostly is 4H/1000 and no more than 30mm.Reach by certain tank body height and illustrate as a example by 40m, use radius R=30mm
Location control hole.And on the direction, the four corners of the world of location control hole, stamp positioning sample punching.
Vertical survey is undertaken in two steps: carry out step by step with the H (tank skin height) of critical altitude 4H/1000=30:
1, when wallboard setting height(from bottom) is less than H, judged by measuring steel wire deviation value in the control hole of location, if
Need to adjust.If needing to adjust, use two direct measuring steel wire of Steel Ruler position in the control hole of location, reading horizontal
Deviation of directivity value X, vertical direction deviation value Y value get final product judgment bias direction and deviation value, are adjusted.
2, when wallboard setting height(from bottom) is more than H, by observing whether steel wire is positioning inside control hole, i.e. can determine whether to need
Adjust.If the hole wall of location control hole encountered by steel wire, coiling apparatus is used to be improved 2mm to the fixture steel plate of bottom
Left and right, the distance bottom measurement and positioning control hole center to plummet, it is judged that direction, it is adjusted.
Cartridge type steel storage tank squareness measurement construction technology implementation:
This method is described further, to its implementation and operating process with reference to Fig. 2 cartridge type steel storage tank vertical survey device
Do with explanation:
The first step: make top dop and bottom dop, installs 0 ° of rhumb line to the first band wallboard upper end by top dop
On, use preprepared steel wire plummet, from the U-shaped fixture on top, steel wire plummet is hung down, determine in the control hole of location
Heart position, uses high-accuracy water leveling ruler to bottom fixture base levelling, fixes top, bottom fixture.
Second step: be fixed on by coiling apparatus on the fixture upper surface steel plate of bottom, by the roller bearing of coiling apparatus by steel wire by card
Enter U-type groove after silk bolt, rotate coiling apparatus, make steel wire hang down to bottom fixture.
3rd step: steel wire and plummet are naturally drooped to the location control hole of bottom fixture, stands.
4th step: measure measuring steel wire deviation value in the control hole of location by Steel Ruler, then this deviation value is entered with specification
Row comparison, it is judged that wallboard is in the direction whether this side up tilts and tilt, and adjusts the perpendicularity of wallboard with this, until reaching
To code requirement.
The above is only the preferred embodiment of the present invention, it is noted that for those skilled in the art,
Under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should be regarded as this
Bright protection domain.
Claims (7)
1. the device for cartridge type steel storage tank reverse installation process squareness measurement, it is characterised in that include tank body top fixture and tank
Body bottom fixture two parts, two parts are connected to become entirety by steel wire, and steel wire one end is provided with plummet;Described tank body top card
Tool is formed fixed thread plate by monolithic steel plate, and side, fixed thread plate upper end is provided with a U-shaped breach, and fixed thread plate is provided with a card line
Bolt;Described tank body bottom fixture includes that the steel plate with location control hole, the described steel plate with location control hole are provided with
Coiling apparatus, steel plate is arranged below bearing.
Device for cartridge type steel storage tank reverse installation process squareness measurement the most according to claim 1, it is characterised in that described
Fixed thread plate thickness is 12~20mm;Described U-shaped notch depth is 8~10mm, and width is 0.6~0.8mm;Described with
The steel plate thickness of location control hole is 12~20mm;Described steel wire diameter is 0.5mm.
Device for cartridge type steel storage tank reverse installation process squareness measurement the most according to claim 1, it is characterised in that described
The bearing of steel plate uses pipe, H profile steel or channel-section steel, a length of 200~300mm.
4. the method for cartridge type steel storage tank reverse installation process squareness measurement, it is characterised in that comprise the steps:
(1) make top fixture and the bottom fixture of measurement apparatus described in claim 1, top fixture is fixed on cartridge type steel
On stave sheets, using wire lower end band plummet, determine fixture position, bottom, bottom fixture has positioning function;
(2) coiling apparatus is fixed on the fixture upper surface steel plate of bottom, by the roller bearing of coiling apparatus by steel wire by card line spiral shell
Enter U-type groove after bolt bolt, rotate coiling apparatus, make steel wire hang down to bottom fixture;
(3) steel wire and plummet are naturally drooped to the location control hole of bottom fixture, stand;
(4) pass through Steel Ruler measuring steel wire deviation value in the control hole of location, then this deviation value compared with specification,
Judge that wallboard, in the direction whether this side up tilts and tilt, and adjusts the perpendicularity of wallboard with this, until it reaches specification
Requirement.
The most according to claim 4 for the method for cartridge type steel storage tank reverse installation process squareness measurement, it is characterised in that described tank
Body top fixture is fixing to be welded at the first band wallboard the top, and described tank body bottom fixture steel plate support is fixing to be welded at the bottom of tank
On plate.
The most according to claim 4 for the method for cartridge type steel storage tank reverse installation process squareness measurement, it is characterised in that described
Measurement apparatus is arranged on inside steel storage tank wallboard.
The most according to claim 4 for the method for cartridge type steel storage tank reverse installation process squareness measurement, it is characterised in that use
Two groups of measurement apparatus, are respectively used to the squareness measurement of 90 ° of both directions of tank body angle.
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CN201610348041.9A CN105841679B (en) | 2016-05-24 | 2016-05-24 | A kind of apparatus and method for cartridge type steel storage tank reverse installation process squareness measurement |
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CN201610348041.9A CN105841679B (en) | 2016-05-24 | 2016-05-24 | A kind of apparatus and method for cartridge type steel storage tank reverse installation process squareness measurement |
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CN105841679A true CN105841679A (en) | 2016-08-10 |
CN105841679B CN105841679B (en) | 2018-05-08 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106516982A (en) * | 2016-10-21 | 2017-03-22 | 中国化学工程第六建设有限公司 | Hoisting system of upside-down construction storage tank and using method |
CN113175920A (en) * | 2021-04-15 | 2021-07-27 | 山东核电有限公司 | Perpendicularity adjusting method for AP1000 reloading machine sleeve |
CN114234311A (en) * | 2021-12-13 | 2022-03-25 | 山西建筑工程集团有限公司 | Installation method of cold storage tank |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6171029B1 (en) * | 1997-05-12 | 2001-01-09 | Mcgill Milton D. | Method and apparatus for retrofitting underground storage tanks with a containment sump |
CN101446143A (en) * | 2008-11-21 | 2009-06-03 | 新疆石油工程建设有限责任公司 | Wind-proof device used in inverted construction of large-size storage tanks and application method thereof |
US20150314913A1 (en) * | 2012-12-12 | 2015-11-05 | Greenco Water Pty Ltd | Modular tanks |
CN205785225U (en) * | 2016-05-24 | 2016-12-07 | 中冶天工集团天津有限公司 | A kind of device for cartridge type steel storage tank reverse installation process squareness measurement |
-
2016
- 2016-05-24 CN CN201610348041.9A patent/CN105841679B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6171029B1 (en) * | 1997-05-12 | 2001-01-09 | Mcgill Milton D. | Method and apparatus for retrofitting underground storage tanks with a containment sump |
CN101446143A (en) * | 2008-11-21 | 2009-06-03 | 新疆石油工程建设有限责任公司 | Wind-proof device used in inverted construction of large-size storage tanks and application method thereof |
US20150314913A1 (en) * | 2012-12-12 | 2015-11-05 | Greenco Water Pty Ltd | Modular tanks |
CN205785225U (en) * | 2016-05-24 | 2016-12-07 | 中冶天工集团天津有限公司 | A kind of device for cartridge type steel storage tank reverse installation process squareness measurement |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106516982A (en) * | 2016-10-21 | 2017-03-22 | 中国化学工程第六建设有限公司 | Hoisting system of upside-down construction storage tank and using method |
CN106516982B (en) * | 2016-10-21 | 2018-02-13 | 中国化学工程第六建设有限公司 | The lifting system and application method of upside-down construction storage tank |
CN113175920A (en) * | 2021-04-15 | 2021-07-27 | 山东核电有限公司 | Perpendicularity adjusting method for AP1000 reloading machine sleeve |
CN113175920B (en) * | 2021-04-15 | 2022-10-14 | 山东核电有限公司 | Perpendicularity adjusting method for AP1000 reloading machine sleeve |
CN114234311A (en) * | 2021-12-13 | 2022-03-25 | 山西建筑工程集团有限公司 | Installation method of cold storage tank |
CN114234311B (en) * | 2021-12-13 | 2024-02-27 | 山西建筑工程集团有限公司 | Installation method of cold accumulation tank |
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