CN104963537B - A kind of large-scale storage tank erecting device and precipitation Method for Installation - Google Patents

A kind of large-scale storage tank erecting device and precipitation Method for Installation Download PDF

Info

Publication number
CN104963537B
CN104963537B CN201510402104.XA CN201510402104A CN104963537B CN 104963537 B CN104963537 B CN 104963537B CN 201510402104 A CN201510402104 A CN 201510402104A CN 104963537 B CN104963537 B CN 104963537B
Authority
CN
China
Prior art keywords
storage tank
tank
dolly
groove
traction
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.)
Active
Application number
CN201510402104.XA
Other languages
Chinese (zh)
Other versions
CN104963537A (en
Inventor
戚二舟
胡海泉
丁守明
王正先
梁军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201510402104.XA priority Critical patent/CN104963537B/en
Publication of CN104963537A publication Critical patent/CN104963537A/en
Application granted granted Critical
Publication of CN104963537B publication Critical patent/CN104963537B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

A kind of large-scale storage tank erecting device, it is related to the mounting technique field of storage tank, including the vertical walking mechanism of storage tank and the horizontal walking mechanism of storage tank, the vertical walking mechanism of storage tank includes the steel bracket being placed in above tank groove, and steel bracket drives storage tank into the bottom of tank groove;Storage tank transverse direction walking mechanism includes the haulage gear that the rail mechanism slided for storage tank and traction storage tank are advanced to tank groove.First water is filled into tank groove, then make storage tank close to tank groove along rail mechanism by rack winch, then, storage tank is suspended in midair by steel bracket, step-by-step operation slidably supports dolly jack and gradually extracts water in tank groove, storage tank is progressively declined, until minimizing, and complete to install.The present invention make use of the light and handy flexible of jack, the slip effect of track roller and firm, the buoyancy of tank groove reclaimed water of support in use, and the collective effect of these measures, which installs the storage tank that should not be realized, becomes simple and easy to apply.

Description

A kind of large-scale storage tank erecting device and precipitation Method for Installation
Technical field
The present invention relates to the mounting technique field of storage tank, a kind of large-scale storage tank erecting device and precipitation are specifically related to Method for Installation.
Background technology
At present, with various new products, the appearance of new technology, the requirement to production technology is more and more higher, in chemical industry life In production, the appearance of new product, corresponding product production technology with there is a kind of production of PBT new materials in new change, chemical industry, It is exactly a kind of international new product, is directed to a kind of installation of storage tank, the mounting condition of this storage tank is harsher, It can substantially be constructed after the completion of surrounding buildingses construction, the thus installation to live storage tank causes very disaster Topic, is installed using crane gear, because distance is available for crane gear place too remote, it is impossible to carry out lifting installation, this is just right Site operation causes construction problem urgently to be resolved hurrily.
The content of the invention
For technical problem present in prior art, it is an object of the invention to provide a kind of simple in construction, operation letter Single large-scale storage tank erecting device.Meanwhile, present invention also offers a kind of precipitation Method for Installation of large-scale storage tank.
To achieve these goals, the technical solution adopted in the present invention is:A kind of large-scale storage tank erecting device, including The vertical walking mechanism of storage tank and the horizontal walking mechanism of storage tank, the vertical walking mechanism of storage tank include the steel being placed in above tank groove Support, steel bracket drives storage tank into the bottom of tank groove;Storage tank transverse direction walking mechanism includes the track slided for storage tank The haulage gear that mechanism and traction storage tank are advanced to tank groove.
The rail mechanism includes the track for being layed in the sleeper of bottom surface and being placed on sleeper, for supporting storage tank Traction supporting trolley is placed on track, and traction supporting trolley includes the dolly support connecting plate of support storing pot bottom, is placed in The dolly roller bearing of dolly support connecting plate bottom, connection dolly support the dolly bearing rib of connecting plate and dolly roller bearing, roller It is placed on track, the two ends of dolly roller bearing, which are provided with, avoids the roller baffle plate that roller de-orbits.
The haulage gear include connection storing pot bottom traction suspender belt, with draw the traction jack that is connected of suspender belt and The haulage cable of connection traction jack and rack winch.
The rack winch is placed between one group of traction support post, and traction support post with being embedded in tank groove lateral surface in advance Pre-embedded steel slab connection.
The steel bracket is enclosed and formed by truss and some steel bracket columns, and steel bracket column bottom is provided with floating rubber, It is provided between adjacent steel bracket upright post in the middle part of cross type column braces, truss and crossbeam is fixed with by connecting plate, for hangs The sliding support dolly for hanging storage tank is installed on crossbeam.
The crossbeam is an I-steel, and sliding support dolly is by sliding on the sliding support trolley idler wheels on crossbeam, for cunning Roller bearing that dynamic supporting trolley roller is installed, connect the sliding support dolly clamping plate of roller bearing and be connected with sliding support dolly clamping plate And suspend in midair the gripper shoe groups of sliding support dolly jack into, sliding support dolly jack with for tying up the load-bearing suspender belt of storage tank Connection.
The precipitation Method for Installation of large-scale storage tank, fills water into tank groove first, then makes storage tank by rack winch It is close to tank groove along rail mechanism, then, storage tank is suspended in midair by steel bracket, step-by-step operation sliding support dolly jack and The water in tank groove is gradually extracted, storage tank is progressively declined, until minimizing, and completes to install.
The large-scale storage tank erecting device and precipitation Method for Installation of the present invention, its advantage is shown:
1), this method without using any large lifting equipment, i.e., it is safe and efficient, it is ensured that installation quality, installation is saved again Cost, can carry out being applicable.
2), in this method implementation process, the track that uses, track roller, auxiliary connection board, auxiliary stand making it is basic Using being welded to connect, bolt connection, processing is simple, can scene can be made, and the use of material can be use in engineering useless Material, has saved material.
3), the precipitation that uses of this method hair is installed, it is simple and easy to do, easily operated, during the auxiliary equipment that uses make Simply, the light and handy flexible of jack, the slip effect of track roller and consolidating for support are make use of during the use of method, The buoyancy of tank groove reclaimed water, the collective effect of these measures, which installs the storage tank that should not be realized, becomes simple and easy to apply, such a to install Method can not carry out the installation of tank body under performance in any crane gear.
Brief description of the drawings
Fig. 1 is the structural representation of the large-scale storage tank erecting device of the present invention.
Fig. 2 is the mounting structure top view of traction supporting trolley.
Fig. 3 is the mounting structure side view of traction supporting trolley.
Fig. 4 is the A-A direction views in Fig. 3.
Fig. 5 is structural representation of the storage tank on steel bracket.
Fig. 6 is the side view of steel bracket.
Fig. 7 is the structural representation of sliding support dolly.
Embodiment
To further describe the large-scale storage tank erecting device and precipitation Method for Installation of the present invention, it is made below in conjunction with the accompanying drawings It is further described.
Fig. 1 shows a kind of large-scale storage tank erecting device, including the vertical walking mechanism of storage tank and storage tank lateral line Enter mechanism, the vertical walking mechanism of storage tank includes the steel bracket for being placed in the top of tank groove 1, and steel bracket drives storage tank 2 to enter tank groove 1 Bottom;Storage tank transverse direction walking mechanism includes the rail mechanism slided for storage tank 2 and draws storage tank 2 to the row of tank groove 1 The haulage gear entered.
Fig. 2-4 are referred to, the rail mechanism includes the track for being layed in the sleeper 10 of bottom surface and being placed on sleeper 10 9, the traction supporting trolley 13 for supporting storage tank 2 is placed on track 9, and traction supporting trolley 13 includes support storage tank 2 The dolly support connecting plate 19 of bottom, the dolly roller bearing 23 for being placed in dolly support connecting plate 19 bottom, connection dolly support connection The dolly bearing rib 20 of plate 19 and dolly roller bearing 23, roller 22 is placed on track 9, and the two ends of dolly roller bearing 23, which are provided with, to be avoided Roller 22 de-orbit 9 roller baffle plate 21.
Refer to shown in Fig. 1, the haulage gear includes the traction suspender belt 14 of connection storage tank 2 bottom, with drawing suspender belt The traction jack 15 of 14 connections and the haulage cable 16 of connection traction jack 15 and rack winch 31.The traction elevator Machine 31 is placed between one group of traction support post 11, and traction support post 11 connects with being embedded in the pre-embedded steel slab 7 of the lateral surface of tank groove 1 in advance Connect.
Fig. 5 and 6 are referred to, the steel bracket is enclosed and formed by truss 4 and some steel bracket columns 3, the bottom of steel bracket column 3 Portion is provided with floating provided with cross type column braces 6 between rubber 32, adjacent steel bracket upright post 3, and the middle part of truss 4 passes through connection Plate 30 is fixed with crossbeam 5, and the sliding support dolly 12 for suspending storage tank 2 in midair is installed on crossbeam 5.
Referring to Fig. 7, the crossbeam 5 is an I-steel, sliding support dolly 12 is by sliding on the sliding support on crossbeam 5 Trolley idler wheels 24, for sliding support trolley idler wheels 24 install roller bearing 25, connect roller bearing 25 sliding support dolly clamping plate 26 with And be connected with sliding support dolly clamping plate 26 and suspend the supporting plate 27 of sliding support dolly jack 28 in midair and constitute, slidably support dolly Jack 28 is connected with the load-bearing suspender belt 29 for tying up storage tank 2.
Specific implementation method is as follows:
1), make steel bracket first, be used as steel bracket column 3, L75*75*5 angle steel by the use of H200*200*10 H profile steel And 10mm steel plates do column braces 6.Truss 4 is fabricated to using L50*50*5 angle steel and 8mm steel plates, H150*150*5 is utilized H profile steel as crossbeam 5,12mm*300mm*150mm steel plates are connected as the connecting plate 30 of crossbeam and truss using welding manner Connect.Steel bracket column 3 is welded on the pre-buried pre-embedded steel slab 7 of tank groove, then by column braces 6, truss 4, crossbeam 5, crossbeam Connecting plate 30 constitutes the steel bracket for undertaking the weight of storage tank 2.
2), make sliding support dolly, sliding support trolley idler wheels 24 and the inner ring of roller bearing 25 are welded, dolly is slidably supported Clamping plate 26 is welded with roller bearing 25, and welding gripper shoe groups will be slided into sliding support dolly 12 in sliding support dolly clamping plate 26 Supporting trolley 12, which is attached on crossbeam 5, forms sliding support dolly.
3), laying sliding rail, laying slide raceway before should to laying route reconnoitre, to laying route progress it is smooth Cure process, slides route processing to traction and finishes, then lay railway sleepers 10, and sleeper laying, which is finished, measures the smooth of laying Degree, and it is adjusted, confirm that the errorless rear track 9 that carries out is laid, using its linearity of transit survey after pre- laying, and it is right It is adjusted, and track 9 is fixed on sleeper 10 using rivet after confirmation.
4), after track laying finishes, carry out the installation of traction supporting trolley 13, traction supporting trolley passes through dolly support and connected Fishplate bar 19, dolly bearing rib 20, roller baffle plate 21, roller 22 and dolly roller bearing 23 are connected by welding manner, and its is medium and small Car roller bearing 23 is welded on above the inner ring of trolley idler wheels 22, and two groups of traction sliding machines for then finishing making are put into laying and finished Track 9 above.
5), be welded on support post 11 is drawn on pre-buried above-mentioned pre-embedded steel slab in the other end of tank groove 1, it is middle will traction Hoist engine 31 is fixed in the middle of two traction support posts 11, constitutes storage tank draw-gear.
6), after the completion of measures, water, water filling are filled into tank groove using water pipe until concordant with tank groove upper surface.
7), after every preparation finishes, storage tank is sling using truck crane, auxiliary connection is installed below in storage tank Plate 8(As shown in Figure 5), connecting plate is bolted in storage tank carrier setting bolt hole.
8), storage tank is placed above traction sliding machine using truck crane, and adjusts center of gravity, traction elevator is started Storage tank is slid into tank trough rim by machine, to ensure the security in sliding process, often slides 5 meters or so, stops sliding inspection tank The stability of body, is so repeated slip, until tank groove edge.
9), when storage tank slides into tank trough rim, using in advance it is mounted sliding support dolly by load-bearing suspender belt 29, The load bearing system that sliding support dolly jack 28 and slip sliding support dolly 12 are constituted slings storage tank one end, Ran Houtong The slip for crossing sliding support dolly is acted on first dolly forward slip, and storage tank is continued to advancing slip by manually pulling jack Dynamic, so operation makes surface of the storage tank in tank groove repeatedly.
10), remove all draw-gears, the auxiliary connection board of storage tank bottom is not torn open temporarily(It can increase in into tank groove Buoyancy).
11), slidably support dolly jack using artificial decentralization and be put into storage tank in the tank groove for filling with water, until jack is not Most of storage tank gravity is born, and the buoyancy of tank trough inner water is played most of active force, then using water pumper by tank groove Interior water is extracted out, until the gravity of storage tank is largely undertaken by jack, decentralization of drawing water so is repeated, until at storage tank When 300mm on position bolt to be installed, stop operation, artificial lower arrive in tank groove removes connection accessory plate, outside removal tank groove.
12), at this moment by transferring jack at bolt 100mm to be installed, adjust installation site, slowly lower section passes through water The bearing capacity of the steel bracket system on buoyancy and top is using artificial slowly adjustment position decentralization storage tank, until storage tank is pacified Install into, all drained tank trough inner water using water pumper, tightening nuts, complete to install.
13), after storage tank installs, jack is removed, steelframe, dismantling of track complete the installation of storage tank.
Above content is only the design example and explanation to the present invention, affiliated those skilled in the art Various modifications or supplement are made to described specific embodiment or is substituted using similar mode, without departing from invention Design or surmount scope defined in the claims, protection scope of the present invention all should be belonged to.

Claims (1)

1. a kind of large-scale storage tank erecting device, including tank groove (1), it is characterised in that:It is vertical that the erecting device includes storage tank Walking mechanism and the horizontal walking mechanism of storage tank, the vertical walking mechanism of storage tank include the steel bracket being placed in above tank groove (1), steel Support suspention storage tank (2) and the bottom for making it step into tank groove (1);Storage tank transverse direction walking mechanism includes supplying storage tank (2) haulage gear that the rail mechanism and traction storage tank (2) slided is advanced to tank groove (1);
The rail mechanism includes the track (9) for being layed in the sleeper of bottom surface (10) and being placed on sleeper (10), for supporting The traction supporting trolley (13) of storage tank (2) is placed on track (9), and traction supporting trolley (13) includes support storage tank (2) The dolly support connecting plate (19) of bottom, the dolly roller bearing (23) for being placed in dolly support connecting plate (19) bottom, connection dolly branch The dolly bearing rib (20) of connecting plate (19) and dolly roller bearing (23) is supportted, roller (22) is placed on track (9), dolly roller bearing (23) two ends are provided with the roller baffle plate (21) for avoiding roller (22) from de-orbiting (9);
The haulage gear includes the traction suspender belt (14) of connection storage tank (2) bottom, with drawing the traction that suspender belt (14) is connected The haulage cable (16) of jack (15) and connection traction jack (15) and rack winch (31);
The rack winch (31) is placed between one group of traction support post (11), and traction support post (11) with being embedded in tank in advance Pre-embedded steel slab (7) connection of groove (1) lateral surface;
The steel bracket is enclosed and formed by truss (4) and some steel bracket columns (3), steel bracket column (3) bottom and pre-buried steel Plate (7) is connected, and is provided between adjacent steel bracket upright post (3) in the middle part of cross type column braces (6), truss (4) by connection Plate (30) is fixed with crossbeam (5), and the sliding support dolly (12) for suspending storage tank (2) in midair is installed on crossbeam (5);
The crossbeam (5) is an I-steel, and sliding support dolly (12) is by sliding on the sliding support trolley idler wheels on crossbeam (5) (24) roller bearing (25), for sliding support trolley idler wheels (24) installation, the sliding support dolly clamping plate (26) of connection roller bearing (25) And supporting plate (27) composition of sliding support dolly jack (28) is connected and suspended in midair with sliding support dolly clamping plate (26), slide Supporting trolley jack (28) is connected with the load-bearing suspender belt (29) for tying up storage tank (2);
The precipitation Method for Installation carried out using the erecting device to large-scale storage tank, is filled water into tank groove (1) first, then led to Crossing rack winch (31) makes storage tank (2) close along rail mechanism to tank groove (1), then, by steel bracket by storage tank (2) Suspention, step-by-step operation sliding support dolly jack (28) and gradually extracts water in tank groove (1), under making storage tank (2) progressively Drop, until minimizing, and completes to install.
CN201510402104.XA 2015-07-08 2015-07-08 A kind of large-scale storage tank erecting device and precipitation Method for Installation Active CN104963537B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510402104.XA CN104963537B (en) 2015-07-08 2015-07-08 A kind of large-scale storage tank erecting device and precipitation Method for Installation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510402104.XA CN104963537B (en) 2015-07-08 2015-07-08 A kind of large-scale storage tank erecting device and precipitation Method for Installation

Publications (2)

Publication Number Publication Date
CN104963537A CN104963537A (en) 2015-10-07
CN104963537B true CN104963537B (en) 2017-07-14

Family

ID=54217602

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510402104.XA Active CN104963537B (en) 2015-07-08 2015-07-08 A kind of large-scale storage tank erecting device and precipitation Method for Installation

Country Status (1)

Country Link
CN (1) CN104963537B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107963545A (en) * 2017-11-24 2018-04-27 中国二冶集团有限公司 Installation method, method for dismounting and the mast-up of vertical storage tank

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002339585A (en) * 2001-05-18 2002-11-27 Ishikawajima Transport Machinery Co Ltd Method for constructing multistory parking facility and crane for use therein
CN201268973Y (en) * 2008-09-11 2009-07-08 浙江省二建建设集团有限公司 Midair sliding apparatus used for installing engineering arch slab of horizontal warehouse
CN201817201U (en) * 2010-05-07 2011-05-04 浙江精工钢结构有限公司 Trolley slippage construction device
CN201865321U (en) * 2010-11-23 2011-06-15 中铁建工集团有限公司 Multifunctional movable protecting and isolating operating platform
CN102535869B (en) * 2011-12-09 2013-12-11 中国建筑第二工程局有限公司 Steel-structure hoisting sliding rail device and construction method
CN102493666A (en) * 2011-12-22 2012-06-13 北京首钢建设集团有限公司 High-altitude translation installation and construction method for super-large super-heavy member
CN103539018B (en) * 2012-07-16 2015-11-11 中铁十一局集团有限公司 A kind of integrated hoisting transportation equipment for Construction of Ballastless Track
CN203284084U (en) * 2013-05-08 2013-11-13 中国葛洲坝集团股份有限公司 Suspension type transporter at cave top
CN204150572U (en) * 2014-09-19 2015-02-11 承德金龙输送机制造有限公司 Piling suspension load transfer device
CN204281108U (en) * 2014-12-01 2015-04-22 河南省矿山起重机有限公司 A kind of transfer crane

Also Published As

Publication number Publication date
CN104963537A (en) 2015-10-07

Similar Documents

Publication Publication Date Title
CN204980738U (en) Anticreep rail formula side slope material construction conveyer
CN105484162B (en) Suspension bridge construction stiff girder secondary on the bank swings moving device and method
CN103669215B (en) Vertical-horizontal overall-sliding type side mold of fulcrum-few support
CN104895337B (en) The installation method of large-size horizontal equipment in concrete frame
CN103015325A (en) Construction method of cast-in-place concrete crash barrier with eaves
CN203794498U (en) Built-in self-elevating tower crane device
CN103726421A (en) Height and span adjustable track paver for metro construction
CN201240487Y (en) Apparatus for mounting ship stern structure
CN108462117B (en) High-rise building cable laying device and application method thereof
CN102587293B (en) System and method for cradle cantilever construction of variable-width section concrete girder
CN104528526A (en) Prefabricated ballastless track board air turning device
CN103821084B (en) Operational method at the bottom of implement at the bottom of beam and beam
CN106400693B (en) A kind of ramp steel box-girder beam car and fortune beam method
CN104963537B (en) A kind of large-scale storage tank erecting device and precipitation Method for Installation
CN102190249A (en) Method for hoisting equipment positioned at bottom of multilayer frame platform
CN1205431C (en) Mounting and construction equipment for large span large bore river crossing bridge pipe and its construction method
CN108625270A (en) Nose girder gantry crane installs bridge prefabrication box girder construction method
CN106284989B (en) The sliding form bracing system of double track and complete construction method
CN102774624B (en) Overhaul and transport vehicle and overhauling and transport method
JP6873435B2 (en) Suspended scaffolding and its erection method
CN205369040U (en) Suspension bridge is under construction on bank stiffening beam secondary and is swung and move device
CN207209829U (en) A kind of oil tank transport, installation integrated apparatus
CN209703307U (en) A kind of empty iron cantilever open web type of suspension applies frame machine
CN207513573U (en) Blowout preventer transfer device
CN207046735U (en) A kind of trackless deforms gantry crane

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant