CN103157952A - Installation method of small-size compressor - Google Patents
Installation method of small-size compressor Download PDFInfo
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- CN103157952A CN103157952A CN2012104000552A CN201210400055A CN103157952A CN 103157952 A CN103157952 A CN 103157952A CN 2012104000552 A CN2012104000552 A CN 2012104000552A CN 201210400055 A CN201210400055 A CN 201210400055A CN 103157952 A CN103157952 A CN 103157952A
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- jack
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Abstract
The invention provides an installation method of a small-size compressor, and the method includes the following steps of a. arranging steel plates on the path on which the small-size compressor needs to slip, b. transporting a small-size air compressor body outside the workshop which needs installing, and then the small-size air compressor body is lifted on the slip flat layout outside the workshop by a truck crane, c. manufacturing a compressor rack slipping bracket, and install the bracket on the small-size compressor bracket, d. using a jack, and moving the bracket entirety to the installation position of the outer side of a foundation pit, e. installing a slip beam which strides the foundation pit, then installing the slip bracket on the slip beam, and removing support legs of the slip bracket, f. carrying out fall back by using the jack to be matched with the support base in the rack installation process. No crown block is necessary in the working process, only a small amount of construction personnel is necessary to solve all problems of original technology, so that construction tasks which are difficult to finish by human and existing equipment can be finished, the workload is reduced, and construction costs are reduced.
Description
Technical field
The present invention relates to a kind of installation method of plant equipment, specifically, relate to a kind of installation method of small-sized press.
Background technology
After newly-built workshop main body construction is complete, plant equipment in needing between installation car, plant equipment is generally bulky, equipment moves to very difficult, the traditional Method for Installation in design and installation position in the workshop outside the workshop, need Large-scale Hoisting equipment and enough Active workings, need a large amount of manpowers, higher labour intensity, especially the workshop is lower, terrace is completed substantially, in the workshop in the incomplete situation of lifting appliance, be difficult to complete construction operation with existing construction method.
Summary of the invention
For above-mentioned deficiency of the prior art, the present invention is in order to solve the problems of the technologies described above, and provide a kind of indoor small-sized press installation method, the method adopts the jack translation, and the original position jack falls the frame installation method after rise, and operation process of the present invention does not need overhead traveling crane, only need a small amount of workmen, raising equipment installation effectiveness reduces installation cost, thus the construction task that solution manpower and existing equipment are difficult to complete.
The technical solution used in the present invention is:
A kind of installation method of small-sized press, the method comprises the steps:
A. on needing the path of slippage, small-sized press arranges steel plate;
B. the small-sized air compressor body is transported to need between installation car outside, then use autocrane to be lifted into outside the workshop on the slippage flat board of laying;
C. make press rack slippage support; Mounting bracket on the small-sized press frame;
D. use jack, with the frame integral translation to installation site, the foundation ditch outside;
E. install across foundation ditch slippage beam, then slippage bracket is installed on the slippage beam; The supporting leg of excision slippage bracket;
F. adopt jack to coordinate the mode of base for supporting to fall after rise in the frame installation process.
Described layout plate size is determined by press size and quality.
Described support is made of the horizontal beam of groined type, and the horizontal beam of groined type is made of two Chang Liang and two short beams; Long beam upper surface is provided with upwardly extending vertical beam, and the end of vertical beam is provided with crossbeam, and crossbeam and Chang Liang are vertical configuration.
Described crossbeam is at least two.
Described support rear is provided with block, and jack supporting seat contacts with block, and the jack supporting member contacts with the stent support leg; Start jack with support pushing tow forward; Described weldering is used on the steel plate of slippage on the ground; Jack forward after pushing tow, cuts down equipment with block, then continue whole process repeated and get final product.
This left and right, body of described slippage carriage has brace summer, can directly carry on a shoulder pole on the slippage beam, and the process when then repeating again land slide uses jack to carry out slippage, and block is welded on the slippage beam.
Use 4 groups of base for supporting with the slippage bracket supporting ﹠ stablizing; 4 jack are arranged on combination column lower than base for supporting; After making the slippage bracket of jack-uping, remove 4 groups of base for supporting cushion block topmost, form the base for supporting of two groups of differences in height; Fall jack after rise, reach the jack range; Add cushion block on 4 groups of base for supporting, until then support slippage carriage that can be stable falls jack after rise; Remove jack, remove one group of cushion block of below, jack position; Continue to install jack and support the slippage carriage, repeat previous process, until frame is fallen back to the installation site fully.
The beneficial effect of the relative prior art of the present invention:
The installation method of small-sized press of the present invention, the method adopts the jack translation, and the original position jack falls the frame mounting process after rise, and operation process does not need overhead traveling crane, only needs a small amount of workmen, solves all problems of original technique; Thereby complete the construction task that manpower and existing equipment are difficult to complete, saving resource, to the instructions for use of equipment, be in place small-sized press equipment in controllable process in the minimizing installation process as far as possible, reduces workload, reduces the required cost of construction.
Description of drawings
Fig. 1 is that the installation method support of small-sized press of the present invention is at translation bed board position view;
Fig. 2 is the rack-mount structural representation of installation method frame of small-sized press of the present invention;
Fig. 3 is the installation method slippage bracket moving process schematic diagram of small-sized press of the present invention;
Fig. 4 is that the installation method slippage bracket of small-sized press of the present invention moves to foundation ditch edge schematic diagram;
Fig. 5 is that the installation method of small-sized press of the present invention removes the slippage beam, and frame falls structural representation after rise;
Fig. 6 is the installation method support perspective view of small-sized press of the present invention.
Critical piece symbol description in accompanying drawing:
In figure:
1, translation steel plate 2, foundation ditch
3, frame 4, support
5, translation bed board 6, block
7, bracket support position 8, jack
9, slippage beam 10, lip block
11, long beam 12, short beam
13, vertical beam 14, crossbeam.
The specific embodiment
The present invention will be described in detail referring to drawings and Examples:
A kind of installation method of small-sized press, the method comprises the steps:
A. need to arrange on the path of slippage steel plate 1 in small-sized press;
B. the small-sized air compressor body is transported to need between installation car outside, then use autocrane to be lifted into outside the workshop on the slippage steel plate of laying 1;
C. make press rack 3 slippages support 4; Mounting bracket 4 on small-sized press frame 3;
D. use jack 8, with frame 4 integral translations to installation site, the foundation ditch outside;
E. install across foundation ditch slippage beam 9, then slippage bracket 4 is installed on slippage beam 9; The supporting leg of excision slippage bracket 4;
F. adopt jack to coordinate the mode of base for supporting to fall after rise in the frame installation process.
Described layout steel plate 1 size is determined by press size and quality.
Described support is made of the horizontal beam of groined type, and the horizontal beam of groined type is made of two long beams 11 and two short beams 12; Long beam upper surface is provided with upwardly extending vertical beam 13, and the end of vertical beam 13 is provided with crossbeam 14, and crossbeam 14 is vertical configuration with long beam 11.
Described crossbeam 14 is at least two.
Described support rear is provided with block 6, and jack 8 supporting seats contact with block 6, and jack 8 supporting members contact with support 4 supporting legs; Start jack 8 with support 4 pushing tow forward; Described block 6 is welded in on the steel plate 1 of slippage; Jack 8 forward after pushing tow, cuts down equipment with block 6, then continue whole process repeated and get final product.
This left and right, body of described slippage bracket frame has brace summer, can directly carry on a shoulder pole on slippage beam 9, then repeats the process when land slide, uses jack 8 to carry out slippage, and 6 of blocks are welded on slippage beam 9.
Use 4 groups of base for supporting with the slippage bracket supporting ﹠ stablizing; 4 jack are arranged on combination column lower than base for supporting; After making the slippage bracket of jack-uping, remove 4 groups of base for supporting cushion block topmost, form the base for supporting of two groups of differences in height; Fall jack after rise, reach the jack range; Add cushion block on 4 groups of base for supporting, until then support slippage carriage that can be stable falls jack after rise; Remove jack, remove one group of cushion block of below, jack position; Continue to install jack and support the slippage carriage, repeat previous process, until frame is fallen back to the installation site fully.
The installation method of small-sized press of the present invention mainly is applicable to small-sized frame and uses in narrow and small zone, the situation that is simply equipped, and the device requirement of thrifty frame installation, alleviate the construction burden, Cost reduction effectively.This installation method step is simple, and security is higher, and is practical, suitable popularization.
Claims (7)
1. the installation method of a small-sized press, is characterized in that, the method comprises the steps:
A. on needing the path of slippage, small-sized press arranges steel plate;
B. the small-sized air compressor body is transported to need between installation car outside, then use autocrane to be lifted into outside the workshop on the slippage steel plate of laying;
C. make press rack slippage support; Mounting bracket on the small-sized press frame;
D. use jack, coordinate base, with the frame integral translation to installation site, the foundation ditch outside;
E. install across foundation ditch slippage beam, then slippage bracket is installed on the slippage beam; The supporting leg of excision slippage bracket;
F. adopt jack to coordinate the mode of base for supporting to fall after rise in the frame installation process.
2. the installation method of small-sized press according to claim 1, it is characterized in that: described layout plate size is determined by press size and quality.
3. the installation method of small-sized press according to claim 1, it is characterized in that: described support is made of the horizontal beam of groined type, and the horizontal beam of groined type is made of two Chang Liang and two short beams; Long beam upper surface is provided with upwardly extending vertical beam, and the end of vertical beam is provided with crossbeam, and crossbeam and Chang Liang are vertical configuration.
4. the installation method of small-sized press according to claim 3, it is characterized in that: described crossbeam is at least two.
5. the installation method of small-sized press according to claim 1 is characterized in that: described support rear is provided with block, and jack supporting seat contacts with block, and the jack supporting member contacts with the stent support leg; Start jack with support pushing tow forward; Described block weldering is used on the steel plate of slippage on the ground; Jack forward after pushing tow, cuts down equipment with block, then continue whole process repeated and get final product.
6. the installation method of small-sized press according to claim 1, it is characterized in that: described slippage carriage has brace summer about this body, can directly carry on a shoulder pole on the slippage beam process when then repeating again land slide, use jack to carry out slippage, block is welded on the slippage beam.
7. the installation method of small-sized press according to claim 1, is characterized in that: use 4 groups of base for supporting with the slippage bracket supporting ﹠ stablizing; 4 jack are arranged on combination column lower than base for supporting; After making the slippage bracket of jack-uping, remove 4 groups of base for supporting cushion block topmost, form the base for supporting of two groups of differences in height; Fall jack after rise, reach the jack range; Add cushion block on 4 groups of base for supporting, until then support slippage carriage that can be stable falls jack after rise; Remove jack, remove one group of cushion block of below, jack position; Continue to install jack and support the slippage carriage, repeat previous process, until frame is fallen back to the installation site fully.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104000552A CN103157952A (en) | 2012-10-20 | 2012-10-20 | Installation method of small-size compressor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012104000552A CN103157952A (en) | 2012-10-20 | 2012-10-20 | Installation method of small-size compressor |
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| Publication Number | Publication Date |
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| CN103157952A true CN103157952A (en) | 2013-06-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012104000552A Pending CN103157952A (en) | 2012-10-20 | 2012-10-20 | Installation method of small-size compressor |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1081647A (en) * | 1992-07-31 | 1994-02-09 | 首钢总公司 | Apparatus for pushing integral large object |
| CN101284430A (en) * | 2008-05-30 | 2008-10-15 | 中冶京唐建设有限公司 | Slipping process of large tonnage pressure frame |
| CN201250012Y (en) * | 2008-08-23 | 2009-06-03 | 中冶京唐建设有限公司 | Sliding device of large-tonnage pressing machine |
| CN101580214A (en) * | 2009-05-22 | 2009-11-18 | 中冶京唐建设有限公司 | Hydraulic lifting method for large-scale equipment |
| JP2010121284A (en) * | 2008-11-17 | 2010-06-03 | Tekken Constr Co Ltd | Construction method of steel structure |
| CN201538463U (en) * | 2009-08-17 | 2010-08-04 | 上海宝冶建设有限公司 | Large-scale structure conveying device |
| CN102691264A (en) * | 2012-05-16 | 2012-09-26 | 天津市公路工程总公司 | Slipping slot type cross transfer device and method for assisting hoisting of large-size box girder |
-
2012
- 2012-10-20 CN CN2012104000552A patent/CN103157952A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1081647A (en) * | 1992-07-31 | 1994-02-09 | 首钢总公司 | Apparatus for pushing integral large object |
| CN101284430A (en) * | 2008-05-30 | 2008-10-15 | 中冶京唐建设有限公司 | Slipping process of large tonnage pressure frame |
| CN201250012Y (en) * | 2008-08-23 | 2009-06-03 | 中冶京唐建设有限公司 | Sliding device of large-tonnage pressing machine |
| JP2010121284A (en) * | 2008-11-17 | 2010-06-03 | Tekken Constr Co Ltd | Construction method of steel structure |
| CN101580214A (en) * | 2009-05-22 | 2009-11-18 | 中冶京唐建设有限公司 | Hydraulic lifting method for large-scale equipment |
| CN201538463U (en) * | 2009-08-17 | 2010-08-04 | 上海宝冶建设有限公司 | Large-scale structure conveying device |
| CN102691264A (en) * | 2012-05-16 | 2012-09-26 | 天津市公路工程总公司 | Slipping slot type cross transfer device and method for assisting hoisting of large-size box girder |
Non-Patent Citations (2)
| Title |
|---|
| 杨静: "急冷塔下球封组焊、就位施工工艺", 《石油化工建设》 * |
| 粘桂莲等: "石化装置大型设备安装工程的液压顶升技术", 《石油工程建设》 * |
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Application publication date: 20130619 |