CN101580214A - Hydraulic lifting method for large-scale equipment - Google Patents

Hydraulic lifting method for large-scale equipment Download PDF

Info

Publication number
CN101580214A
CN101580214A CNA2009101433748A CN200910143374A CN101580214A CN 101580214 A CN101580214 A CN 101580214A CN A2009101433748 A CNA2009101433748 A CN A2009101433748A CN 200910143374 A CN200910143374 A CN 200910143374A CN 101580214 A CN101580214 A CN 101580214A
Authority
CN
China
Prior art keywords
equipment
jack
base
lifting
jacking
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
Application number
CNA2009101433748A
Other languages
Chinese (zh)
Inventor
万以明
钟秉超
鲁福利
李景升
覃启春
孙富
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.)
MCC Jingtang Construction Co Ltd
Original Assignee
MCC Jingtang Construction 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 MCC Jingtang Construction Co Ltd filed Critical MCC Jingtang Construction Co Ltd
Priority to CNA2009101433748A priority Critical patent/CN101580214A/en
Publication of CN101580214A publication Critical patent/CN101580214A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention relates to the field of installation and construction of large-scale mechanical equipment, in particular to a hydraulic lifting method for large-scale equipment which lifts the equipment to required installing position height by continuously increasing lifting bases of the equipment in the construction operation for lifting the equipment by utilizing hydraulic jacks. The hydraulic lifting method comprises the following steps of: installing the lifting base of the equipment and the jack, protectively dismantling a temporary supporting base in the equipment after utilizing the jack for jacking the equipment up to a certain height, installing an exchange base for lifting the equipment, and descending the jack to complete the first-time lifting of the equipment; increasing the base of the jack, jacking the equipment up to a certain height, increasing the exchange base of the equipment, and descending the jack to complete the second-time lifting of the equipment; and continuously increasing the base of the jack and the exchange base of the equipment to lead the equipment to reach the required installing height. The hydraulic lifting method is simple, and easy to master, has wide operation range, short construction period, fewer used mechanical equipments, no working aloft and high safe reliability, and is applicable to the lifting construction operation of various large-scale equipments.

Description

Hydraulic lifting method for large-scale equipment
Technical field:
The present invention relates to heavy mechanical equipment installation field, particularly utilizing hydraulic jack to carry out in the construction operation of equipment jacking, by continuous increase equipment jacking base, with the hydraulic lifting method for large-scale equipment of equipment lifting to required installation site height.
Background technology:
In the mechanical equipment installation work, the legacy equipment installation method is equipment is moved to that the installation site is installed after from the assembling position jacking to certain altitude or directly with crane equipment to be hung the installation site and install.When needing the very high height of jacking for main equipment installation, especially equipment in some enclosure spaces, traditional equipment installation method program is loaded down with trivial details, the required human and material resources of constructing are restricted, the jacking difficulty of equipment is big, and efficient and safe reliability are low, have a strong impact on construction speed.
Summary of the invention:
The objective of the invention is deficiency, a kind of jacking method that is more suitable for equipment jack-up construction job requirements is provided at existing installation jacking technology.Need not large-scale crane, large-scale driving in the method in the jacking operation process of equipment, no aloft work uses mechanical equipment few, and safety of operation is reliable, level of mechanization when having improved the equipment jacking and equipment jack-up construction efficient.
Realize the foregoing invention purpose by the following technical solutions: a kind of hydraulic lifting method for large-scale equipment, undertaken by following step:
(1) makes the exchange base: the intensity of calculating the exchange base according to the weight of Lifting Equipment, the top lifting height required according to equipment, determine the quantity and the height of exchange base, the welding production quality of exchange base should meet " code for acceptance of construction quality of steel structures " requirement;
(2) jack base of erecting equipment jacking and jack start jack, and protectiveness behind the equipment jack-up certain altitude is removed the interim base for supporting of equipment, and the exchange base of erecting equipment jacking falls jack then after rise simultaneously, finishes the jacking first time of equipment;
(3) increase the exchange base in the jack base bottom, improve the jack height, start jack,, increase the exchange base of equipment, fall jack after rise, finish the jacking second time of equipment equipment jack-up certain altitude;
(4) repeating step (3) constantly increases the exchange base to improve the jack height in the jack base bottom, increase the exchange base quantity of equipment simultaneously, makes equipment reach required setting height(from bottom).
Owing to adopt technique scheme, compared with prior art, the invention has the beneficial effects as follows:
1. method is simple, grasp easily, and the operation face width, the duration is short.
2. use mechanical equipment few, major equipment is four large-tonnage hydraulic jacks of same specification, and the operation control of such hydraulic jack is simple, not fragile, convenient and reliable.
3. do not need large-scale crane, no aloft work helps safe in operation (operating personal is fixed-point operation on the assembly platform of equipment all the time).
4. can not produce the jacking distortion of equipment, the jacking quality is good.
5. all operation is fluid control, and comformability is strong, not limited by environmental conditions.
Description of drawings:
Fig. 1 is a flow scheme of the present invention.
Fig. 2 is a jacking operation scheme drawing of the present invention.
Fig. 3 is for installing jacking base and jack construction scheme drawing.
Fig. 4 removes the equipment support scheme drawing after the jack jacking.
Fig. 5 is the scheme of installation of equipment jacking base.
Fig. 6 is back to fall jack, removes jack base for supporting scheme drawing.
Fig. 7 is for increasing the scheme of installation of jack base for supporting.
Fig. 8 is for increasing devices exchange base scheme of installation.
Fig. 9 is back to fall jack, removes jack base for supporting scheme drawing.
Figure 10 is for continuing to increase the scheme of installation of jack base for supporting.
Figure 11 increases the exchange base for continuing, and returns and falls jack and remove jack base for supporting scheme drawing.
Figure 12 is for reaching equipment desired height position view.
Among the figure: Lifting Equipment 1; Hydraulic jack 2; Jacking base 3; No. 1 exchange base 4; No. 2 exchange bases 5; No. 3 exchange bases 6; No. 4 exchange bases 7; Interim support carriers 8; No. 5 exchange bases 9.
The specific embodiment:
Below in conjunction with drawings and Examples in detail the present invention is described in detail.
Referring to Fig. 1, Fig. 2, concrete operations step of the present invention is:
(1) making of exchange base: the exchange base belongs to the steel structure weldment, and its making should meet " code for acceptance of construction quality of steel structures ", the short weld seam of weldering earlier during welding, the long weld seam of weldering again, the therefrom mind-set external welding of long weld seam.After welding finishes, check the parallelism of two end faces up and down, according to design paper processing tie bolt hole.Have the exchange base of five kinds of models in the present embodiment, i.e. 7, No. 5 exchanges of No. 1 exchange base 4, No. 2 exchanges base 5, No. 3 exchanges base, 6, No. 4 exchanges base base 9.
(2) erecting equipment jacking base 3 and hydraulic jack 2: remove the foreign material of Equipment Foundations, jacking base 3 and hydraulic jack 2 are installed, the jacking first time of preparation machine, as shown in Figure 3.
(4) hydraulic jack 2 jackings, the interim support carriers 8 of dismounting equipment: open the fluid control pumping plant of hydraulic jack 2, with equipment jack-up certain altitude; Protectiveness is removed the interim support carriers 8 of equipment, and the exchange base is installed, and returns and falls hydraulic jack 2, finishes the jacking first time of equipment, as Fig. 4, Fig. 5, shown in Figure 6.
(3) jacking for the second time: increase the base of hydraulic jack 2, equipment is continued the jack-up certain altitude, increase the devices exchange base, fall hydraulic jack 2 then after rise, remove the jacking base, finish the jacking second time of equipment, as Fig. 7, Fig. 8, shown in Figure 9.
(4) constantly increase the jacking base of hydraulic jack 2 and the exchange base of equipment, needed position height is arrived in the equipment jacking, as Figure 10, Figure 11, shown in Figure 12.

Claims (1)

1, a kind of hydraulic lifting method for large-scale equipment, undertaken by following step:
(1) makes the exchange base: the intensity of calculating the exchange base according to the weight of Lifting Equipment, according to the required top lifting height of equipment determine the exchange base quantity and the height, the exchange base the welding production quality should meet " code for acceptance of construction quality of steel structures " requirement;
(2) jack base of erecting equipment jacking and jack install the back and start jack, with equipment jack-up certain altitude, protectiveness is removed the interim base for supporting of equipment, and the exchange base of erecting equipment jacking, fall jack then after rise, finish the jacking first time of equipment;
(3) increase the exchange base in the jack base bottom, improve the jack height, start jack,, increase the exchange base of equipment, fall jack after rise, finish the jacking second time of equipment equipment jack-up certain altitude;
(4) repeating step (3) constantly increases the exchange base to improve the jack height in the jack base bottom, increase the exchange base quantity of equipment simultaneously, makes equipment reach required setting height(from bottom).
CNA2009101433748A 2009-05-22 2009-05-22 Hydraulic lifting method for large-scale equipment Pending CN101580214A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2009101433748A CN101580214A (en) 2009-05-22 2009-05-22 Hydraulic lifting method for large-scale equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2009101433748A CN101580214A (en) 2009-05-22 2009-05-22 Hydraulic lifting method for large-scale equipment

Publications (1)

Publication Number Publication Date
CN101580214A true CN101580214A (en) 2009-11-18

Family

ID=41362557

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2009101433748A Pending CN101580214A (en) 2009-05-22 2009-05-22 Hydraulic lifting method for large-scale equipment

Country Status (1)

Country Link
CN (1) CN101580214A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102518312A (en) * 2011-12-28 2012-06-27 中国海洋石油总公司 Synchronous jacking accurate in-place installation process for large equipment
CN103157952A (en) * 2012-10-20 2013-06-19 中国二十二冶集团有限公司 Installation method of small-size compressor
CN109081259A (en) * 2018-08-29 2018-12-25 中国电建集团山东电力建设第工程有限公司 A method of realization combustion engine large size PCC equipment is installed in place in narrow space
CN109098454A (en) * 2018-08-28 2018-12-28 潮峰钢构集团有限公司 High-altitude long-span warp roof hydraulic pressure lift construction
CN109231071A (en) * 2018-09-28 2019-01-18 中国化学工程第六建设有限公司 Steel structure modularization construction process

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102518312A (en) * 2011-12-28 2012-06-27 中国海洋石油总公司 Synchronous jacking accurate in-place installation process for large equipment
CN103157952A (en) * 2012-10-20 2013-06-19 中国二十二冶集团有限公司 Installation method of small-size compressor
CN109098454A (en) * 2018-08-28 2018-12-28 潮峰钢构集团有限公司 High-altitude long-span warp roof hydraulic pressure lift construction
CN109081259A (en) * 2018-08-29 2018-12-25 中国电建集团山东电力建设第工程有限公司 A method of realization combustion engine large size PCC equipment is installed in place in narrow space
CN109231071A (en) * 2018-09-28 2019-01-18 中国化学工程第六建设有限公司 Steel structure modularization construction process

Similar Documents

Publication Publication Date Title
CN101619630B (en) Mounting method of steel chimney and implementary jacking device
KR19990072014A (en) Lift-up method for building buildings from above to the ground
CN108049656B (en) Reverse chimney dismantling device and method
CN101580214A (en) Hydraulic lifting method for large-scale equipment
CN109081247A (en) A kind of hanging method of vestibule large-span steel girder
CN110172922B (en) Construction method of environment-friendly downlink self-propelled steel trestle structure
CN203247868U (en) Large-span steel structure construction temporary supporting frame
CN110745714B (en) Self-lifting installation method of hoisting tower system
CN210595164U (en) PC post lifts by crane auxiliary device upright
CN203200664U (en) Slip-form construction device for variable cross-section hollow high pier
CN111058609A (en) Construction and protection integrated portable operation platform and method
CN101660660B (en) Novel installing method of gas cabinet
CN110304593A (en) A kind of upright hoisting auxiliary device of PC column
CN214498489U (en) Complete set cutting and dismantling equipment
CN106481967B (en) A kind of installation method of rubber diaphragm gas chamber
CN202369321U (en) Vibration isolating support hoist
CN102444139B (en) Construction method for installing offshore wind power generation fan
CN102409120B (en) Method for replacing bottom of blast furnace
CN101774516B (en) Lifting device and construction method for replacing rake crane bridge
CN104372948A (en) Elevator shaft formwork lifting frame
CN108342984B (en) Soft foundation trestle for mudflat and installation and sedimentation method thereof
CN204728219U (en) Bridge Cast-in-situ Beam support installing and disassembling system
CN110844829A (en) Small-size equipment lifting machine in building site
CN201883695U (en) Spherical net rack vertical jacking equipment
CN215798266U (en) Wall formula guardrail template installation and disassembly tools

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C12 Rejection of a patent application after its publication
RJ01 Rejection of invention patent application after publication

Open date: 20091118