CN105817883B - Hydraulic press frame group is carried out to method using mold - Google Patents
Hydraulic press frame group is carried out to method using mold Download PDFInfo
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- CN105817883B CN105817883B CN201610400229.3A CN201610400229A CN105817883B CN 105817883 B CN105817883 B CN 105817883B CN 201610400229 A CN201610400229 A CN 201610400229A CN 105817883 B CN105817883 B CN 105817883B
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P21/00—Machines for assembling a multiplicity of different parts to compose units, with or without preceding or subsequent working of such parts, e.g. with programme control
- B23P21/002—Machines for assembling a multiplicity of different parts to compose units, with or without preceding or subsequent working of such parts, e.g. with programme control the units stationary whilst being composed
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B25—HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
- B25B—TOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
- B25B11/00—Work holders not covered by any preceding group in the subclass, e.g. magnetic work holders, vacuum work holders
- B25B11/02—Assembly jigs
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Abstract
Hydraulic press frame group is carried out to method using mold the present invention relates to one kind, is comprised the following steps：Plinth is made, 16 root posts are installed on base；6 HW200*1000mm shaped steel are installed according to frame dimensions on the inside of base；Hydraulic press frame is transported to during job site being all as shown below point 8 sections and transported to scene；Hydraulic press frame transports to job site and is placed in group in front of mold；Putting position is followed successively by from front to back：Upper half circular beam, lower half circular beam, epimere column, hypomere column and stage casing column；Upper half circular beam, epimere column, stage casing column, hypomere column, lower half circular beam are sling with hydraulic pressure straddle truck successively and are placed on group on mold, to ensure the level of beam during lifting.The present invention carries out hydraulic press frame group to method using mold, and process safety is reliable, improves construction quality and efficiency of construction, reduces construction cost.
Description
Technical field
It is to be related to one kind to utilize mold to carry out hydraulic press specifically the present invention relates to a kind of mechanical equipment installation method
Frame group is to method.
Background technology
Hydraulic press frame weight typically all belongs to large equipment more than 150 tons, due to by manufacturing process, transport etc.
The influence of each clock factor is all Sectional Cast, transports to job site and carries out field assembly, group uses compressor wire to after the completion of
Winding technology fixes frame.Frame group is to being to complete the prerequisite that frame is wound, and group will finally influence on the quality of quality
Final mass after frame winding.
Frame group is on because by the final mass after final influence frame winding, quality requirement is higher, and it is existing to construct
Field is sometimes difficult to reach a good quality control due to being restricted by conditions such as places.Simultaneously existing frame group other side
Method is that cushion block is grouped placement group at the scene, and this method is all not ideal from construction quality, efficiency, secure context.
The content of the invention
For above-mentioned deficiency of the prior art, the present invention provides a kind of raising construction quality and efficiency of construction, and reduction is applied
Work cost using mold carry out hydraulic press frame group to method.
The technical solution used in the present invention is：
It is a kind of to carry out hydraulic press frame group to method using mold, comprise the following steps：
Step 1, plinth is made, a plinth is made according to the overall dimensions of frame first with H profile steel；
Step 2, because memorial archway surface is not exclusively smooth, therefore the upper and lower semicircle that 16 root posts support memorial archway is installed on base
The upper, middle and lower section column of beam and memorial archway；
Make 16 root post elevation of top consistent to being processed at the top of 16 cushion blocks using vertical knee-type milling machine after installing；Column
It is the levelness of support and guarantee frame group pair；
Installed on base 16 root posts be used for place group to frame, the position of column is arranged on the interface of frame group pair
At position, each interface is essentially to set two columns, and the group of frame is to a total of 8 pipeline joint, so there is provided 16 vertical
Post, wherein due to frame hypomere column weight less, hypomere column and lower half circular beam interface position are provided with a root post, due to
Upper and lower half circular beam be it is semi-circular thus need to upper and lower semicircle dome portion location device two root posts, add other 6 and connect
Mouthful, each interface two root posts are 16 root posts altogether；
Column is processed after installing using vertical knee-type milling machine to the cushion block top surface at the top of 16 columns, is made at the top of 16 columns
Absolute altitude is consistent；Column is support and the levelness for ensureing frame group pair；
6 shaped steel are installed according to frame dimensions on the inside of base；Stood by the first root post, the second root post, the 3rd
Post, the 15th root post, the tenth six roots of sensation column and the 20th H profile steel control the position of upper half circular beam；
Only needing to be close to this 6 H types after frame is placed on column just can be with the center line of control machine frame；
Specific set location is as follows, and the position that two H profile steels are respectively welded at into upper lower half circle beam medial center is used to control
The longitudinal centre line of the position of lower half circle beam and frame in system, the outer lateral extent of two H profile steels is lower half in layout design frame
Distance on the inside of circular beam；
Four H profile steels are set to be used for the position for controlling six sections of column beams at four pipeline joints of stage casing column and upper-lower section column
Put and cross central line.Distance on the outside of two shaped steel is the distance on the inside of layout design framework pillar beam, and welds completion
It must assure that the perpendicularity of four shaped steel and four shaped steel into square afterwards；
Using the second root post, the 3rd root post, the 4th root post, the 5th root post, the 13rd root post, the 14th
Column, the 15th root post, the tenth six roots of sensation column and the 19th H profile steel, the 21st H profile steel control the position of both sides epimere column
Put；
Stood using the 4th root post, the 5th root post, six roots of sensation column, the 7th root post, the tenth root post, the 12nd
Post, the 13rd root post, the 14th root post and the 18th H profile steel, the 19th H profile steel, the 21st H profile steel, the 22nd H
Shaped steel controls the position of both sides stage casing column；
Using six roots of sensation column, the 7th root post, the 8th root post, the tenth root post, the 11st root post, the 12nd
Column and the 18th H profile steel, the 22nd H profile steel control the position of hypomere column；
The position of lower half circular beam is controlled using the 8th root post, the 9th root post, the 11st root post and the 17th H profile steel
Put；
Step 3, group is positioned over to mold on smooth place, if the space is insufficient it is smooth can ground lay steel plate；
Step 4, hydraulic press frame is transported to during job site being all as shown below point 8 sections and transported to scene；
Hydraulic press frame transports to job site and is placed in group in front of mold；Putting position is followed successively by from front to back：On
Half circular beam, lower half circular beam, epimere column, hypomere column and stage casing column；
Step 5, upper half circular beam is sling with hydraulic pressure straddle truck and is placed on group on mold, to ensure the water of beam during lifting
It is flat；
Step 6, by epimere column with hydraulic pressure gantry crane lifting to group on mold；
Step 7, by stage casing column with hydraulic pressure gantry crane lifting to group on mold；
Step 8, by hypomere column with hydraulic pressure gantry crane lifting to group on mold；
Step 9, by lower half circular beam with hydraulic pressure gantry crane lifting to group on mold.
130mm*130mm*240mm cushion blocks are installed at the top of the column.
The column specification is：HW250*250mm H profile steel, is highly 500mm.
The beneficial effect of the present invention compared with the prior art：
The present invention carries out hydraulic press frame group to method using mold, and process safety is reliable, improves construction quality and construction
Efficiency, reduces construction cost.
Brief description of the drawings
Fig. 1 is that the present invention carries out hydraulic press frame group to method memorial archway group to mold schematic diagram using mold；
Fig. 2 is that the present invention carries out structural representation of the hydraulic press frame group to method using mold；
Fig. 3 is that the present invention carries out hydraulic press frame group to method memorial archway and group to the signal of mold overall structure using mold
Figure.
Critical piece symbol description in accompanying drawing：
In figure：
100th, memorial archway group is to mold
101st, upper half circular beam 102, lower half circular beam
103rd, stage casing column 104, epimere column
105th, hypomere column 111, with power hydraulic lifting overhead traveling crane.
Embodiment
Referring to the drawings and embodiment the present invention will be described in detail：
First root post 1 is memorial archway upper half circular beam support post；
Second root post 2 is memorial archway upper half circular beam and epimere upright supports column；
3rd root post 3 is memorial archway upper half circular beam and epimere upright supports column；
4th root post 4 is memorial archway epimere column and stage casing upright supports column；
5th root post 5 is memorial archway epimere column and stage casing upright supports column；
Six roots of sensation column 6 is memorial archway stage casing column and hypomere upright supports column；
7th root post 7 is memorial archway stage casing column and hypomere upright supports column；
8th root post 8 is memorial archway hypomere column and lower half circular beam support post；
9th root post 9 is memorial archway lower half circular beam support post；
Tenth root post 10 is memorial archway stage casing column and hypomere upright supports column；
11st root post 11 is memorial archway hypomere column and lower half circular beam support post；
12nd root post 12 is memorial archway stage casing column and hypomere upright supports column；
13rd root post 13 is memorial archway stage casing column and epimere upright supports column；
14th root post 14 is memorial archway stage casing column and epimere upright supports column；
15th root post 15 is memorial archway upper half circular beam and epimere upright supports column；
Tenth six roots of sensation column 16 is memorial archway upper half circular beam and epimere upright supports column；
17th H profile steel 17 is memorial archway lower half circular beam group to position block；
18th H profile steel 18 is memorial archway hypomere column and stage casing column group to position block；
19th H profile steel 19 is memorial archway stage casing column and epimere column group to position block；
20th H profile steel 20 is memorial archway upper half circular beam group to position block；
21st H profile steel 21 is memorial archway epimere column and stage casing column group to position block；
22nd H profile steel 22 is memorial archway stage casing column and hypomere column group to position block.
Accompanying drawing 1-3 is understood, a kind of to carry out hydraulic press frame group to method using mold, is comprised the following steps：
Step 1, plinth is made, a plinth is made according to the overall dimensions of frame first with H profile steel；
The structure type of plinth is two crossbeams, six roots of sensation vertical beam.The width of crossbeam and the width of frame are consistent.
The vertical beam at arrangement two of vertical beam is at the top of frame two ends semi arch by inner 200mm, remaining four vertical beam is in frame
Below interface position.After the completion of beam welding anyhow, if the unstable auxiliary beam of increase that need to do of understructure is reinforced, specific knot
Structure is such as（Fig. 1）It is shown.
Step 2, because memorial archway surface is not exclusively smooth, therefore the upper and lower semicircle that 16 root posts support memorial archway is installed on base
The upper, middle and lower section column of beam and memorial archway；16 root post positions are the column marked as 1-16 in Fig. 1 respectively；
Make 16 root post elevation of top consistent to being processed at the top of 16 cushion blocks using vertical knee-type milling machine after installing；Column
It is the levelness of support and guarantee frame group pair；
Installed on base 16 root posts be used for place group to frame, the position of column is arranged on the interface of frame group pair
At position, each interface is essentially to set two columns, can also determine the quantity of column according to actual weight.Frame
Group to a total of 8 pipeline joint, so there is provided 16 root posts, wherein due to frame hypomere column weight less, hypomere column
Be provided with a root post with lower half circular beam interface position, due to upper and lower half circular beam be it is semi-circular thus need to upper and lower semicircle circle
Arc tip position equipment two root posts, add other 6 interfaces, each interface two root posts are 16 root posts altogether；
Column quantity can flexibly change, it is only necessary to can reach that the supporting role of frame just can be with.Column is installed
The cushion block top surface at the top of 16 columns is processed using vertical knee-type milling machine afterwards, makes 16 column elevation of top consistent；Column is support
And ensure the levelness of frame group pair；
6 HW200*1000mm shaped steel are installed according to frame dimensions on the inside of base；Purpose is to ensure vertically and horizontally center
Line, passes through the first root post 1, the second root post 2, the 3rd root post 3, the 15th root post 15, the tenth six roots of sensation column 16 and
20 H profile steels 20 control the position of upper half circular beam；
The setting principle of 6 H profile steels is to allow H profile steel as block, only needs to be close to after frame is placed on column
This 6 H types just can be with the center line of control machine frame；
Specific set location is as follows, and the position that two H profile steels are respectively welded at into upper lower half circle beam medial center is used to control
The longitudinal centre line of the position of lower half circle beam and frame in system, the outer lateral extent of two H profile steels is lower half in layout design frame
Distance on the inside of circular beam；
Four H profile steels are set to be used for the position for controlling six sections of column beams at four pipeline joints of stage casing column and upper-lower section column
Put and cross central line.Distance on the outside of two shaped steel is the distance on the inside of layout design framework pillar beam, and welds completion
It must assure that the perpendicularity of four shaped steel and four shaped steel into square afterwards；
Utilize the second root post 2, the 3rd root post 3, the 4th root post 4, the 5th root post 5, the 13rd root post 13,
14 root posts 14, the 15th root post 15, the tenth six roots of sensation column 16 and the 19th H profile steel 19, the 21st H profile steel 21 are controlled
The position of both sides epimere column；
Utilize the 4th root post 4, the 5th root post 5, six roots of sensation column 6, the 7th root post 7, the tenth root post the 10, the tenth
Two root posts 12, the 13rd root post 13, the 14th root post 14 and the 18th H profile steel 18, the 19th H profile steel the 19, the 20th
One H profile steel 21, the 22nd H profile steel 22 control the position of both sides stage casing column；
Using six roots of sensation column 6, the 7th root post 7, the 8th root post 8, the tenth root post 10, the 11st root post 11,
The column of 12nd root post 12 and the 18th H profile steel 18, the 22nd H profile steel 22 control the position of hypomere column；
Lower half is controlled using the 8th root post 8, the 9th root post 9, the column of the 11st root post 11 and the 17th H profile steel 17
The position of circular beam；
Step 3, group is positioned over to mold on smooth place, if the space is insufficient it is smooth can ground lay steel plate；
Step 4, hydraulic press frame is transported to during job site being all as shown below point 8 sections and transported to scene；
Hydraulic press frame transports to job site and is placed in group in front of mold；Putting position is followed successively by from front to back：On
Half circular beam, lower half circular beam, epimere column, hypomere column and stage casing column；
Step 5, upper half circular beam is sling with hydraulic pressure straddle truck and is placed on group on mold, to ensure the water of beam during lifting
It is flat；
Step 6, by epimere column with hydraulic pressure gantry crane lifting to group on mold；
Step 7, by stage casing column with hydraulic pressure gantry crane lifting to group on mold；
Step 8, by hypomere column with hydraulic pressure gantry crane lifting to group on mold；
Step 9, by lower half circular beam with hydraulic pressure gantry crane lifting to group on mold.
Group to process among only need to adjust gap between each section of beam just can be with；Machine is carried out to mold using group
The group of frame is well many to the quality control of frame group pair to compared to using cushion block direct group pair on the ground, and effect of constructing
Rate is higher.
130mm*130mm*240mm cushion blocks are installed at the top of the column.
The column specification is：：HW250*250mm H profile steel, is highly 500mm.
Group to process among only need to adjust gap between each section of beam just can be with.Machine is carried out to mold using group
The group of frame is well many to the quality control of frame group pair to compared to using cushion block direct group pair on the ground, and effect of constructing
Rate is higher.
The above described is only a preferred embodiment of the present invention, not making any formal to the structure of the present invention
Limitation.Any simple modification, equivalent variations and modification that every technical spirit according to the present invention is made to above example,
Belong in the range of technical scheme.
Claims (3)
1. a kind of carry out hydraulic press frame group to method using mold, it is characterised in that comprises the following steps：
Step 1, plinth is made, a plinth is made according to the overall dimensions of frame first with H profile steel；
Step 2, because hydraulic press frame surface is not exclusively smooth, therefore 16 root post support hydraulic pressure machine frames are installed on base
The upper, middle and lower section column of upper and lower half circular beam and hydraulic press frame；
Make 16 root post elevation of top consistent to being processed at the top of 16 cushion blocks using vertical knee-type milling machine after installing；Column is used for
Frames and the levelness for ensureing frame group pair；
Installed on base 16 root posts be used for place group to frame, the position of column is arranged on the interface position of frame group pair
Place, each interface is essentially to set two columns, and the group of frame is to a total of 8 pipeline joint, so there is provided 16 root posts, its
In due to frame hypomere column weight less, hypomere column and lower half circular beam interface position are provided with a root post, due to upper and lower
Half circular beam be it is semi-circular thus need to upper and lower semicircle dome portion location device two root posts, add other 6 interfaces, often
Individual interface two root posts, are 16 root posts altogether；
6 shaped steel are installed according to frame dimensions on the inside of base；Pass through the first root post（1）, the second root post（2）, the 3rd piece
Column（3）, the 15th root post（15）, the tenth six roots of sensation column（16）And the 20th H profile steel（20）Control the position of upper half circular beam；
Only needing to be close to this 6 H types after frame is placed on column just can be with the center line of control machine frame；
Specific set location is as follows, and the position that two H profile steels are respectively welded at into upper lower half circle beam medial center is used to control
The position of lower half circular beam and the longitudinal centre line of frame, the outer lateral extent of two H profile steels is lower half circle beam in layout design frame
The distance of inner side；
Set at four pipeline joints of stage casing column and upper-lower section column position that four H profile steels are used to controlling six sections of column beams and
Cross central line；
Distance on the outside of two shaped steel is the distance on the inside of layout design framework pillar beam, and must assure that four after the completion of welding
The perpendicularity of root shaped steel and four shaped steel are into square；
Utilize the second root post（2）, the 3rd root post（3）, the 4th root post（4）, the 5th root post（5）, the 13rd root post
（13）, the 14th root post（14）, the 15th root post（15）, the tenth six roots of sensation column（16）And the 19th H profile steel（19）, second
11 H profile steels（21）Control the position of both sides epimere column；
Utilize the 4th root post（4）, the 5th root post（5）, six roots of sensation column（6）, the 7th root post（7）, the tenth root post
（10）, the 12nd root post（12）, the 13rd root post（13）, the 14th root post（14）And the 18th H profile steel（18）, the tenth
Nine H profile steels（19）, the 21st H profile steel（21）, the 22nd H profile steel（22）Control the position of both sides stage casing column；
Utilize six roots of sensation column（6）, the 7th root post（7）, the 8th root post（8）, the tenth root post（10）, the 11st root post
（11）, the 12nd root post（12）Column and the 18th H profile steel（18）, the 22nd H profile steel（22）Control the position of hypomere column
Put；
Utilize the 8th root post（8）, the 9th root post（9）, the 11st root post（11）Column and the 17th H profile steel（17）Control
The position of lower half circular beam；
Step 3, group is positioned over to mold on smooth place, if the space is insufficient it is smooth can ground lay steel plate；
Step 4, hydraulic press frame is points 8 sections and transported to job site；
Hydraulic press frame transports to job site and is placed in group in front of mold；Putting position is followed successively by from front to back：Upper semi-circle
Beam, lower half circular beam, epimere column, hypomere column and stage casing column；
Step 5, upper half circular beam is sling with hydraulic pressure straddle truck and is placed on group on mold, to ensure the level of beam during lifting；
Step 6, by epimere column with hydraulic pressure gantry crane lifting to group on mold；
Step 7, by stage casing column with hydraulic pressure gantry crane lifting to group on mold；
Step 8, by hypomere column with hydraulic pressure gantry crane lifting to group on mold；
Step 9, by lower half circular beam with hydraulic pressure gantry crane lifting to group on mold.
2. hydraulic press frame group is carried out to method using mold according to claim 1, it is characterised in that：At the top of the column
130mm*130mm*240mm cushion blocks are installed.
3. hydraulic press frame group is carried out to method using mold according to claim 1, it is characterised in that：The column specification
For：HW250*250mm H profile steel, is highly 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610400229.3A CN105817883B (en) | 2016-06-08 | 2016-06-08 | Hydraulic press frame group is carried out to method using mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610400229.3A CN105817883B (en) | 2016-06-08 | 2016-06-08 | Hydraulic press frame group is carried out to method using mold |
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| Publication Number | Publication Date |
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| CN105817883A CN105817883A (en) | 2016-08-03 |
| CN105817883B true CN105817883B (en) | 2017-09-22 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110773664A (en) * | 2019-09-29 | 2020-02-11 | 山东红荷专用汽车有限公司 | Forming equipment for sub-circular end socket |
| CN112518620B (en) * | 2020-11-30 | 2022-04-19 | 盐城大孙庄新城建设有限公司 | Supporting seat for water conservancy pipeline maintenance |
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| CN201856182U (en) * | 2010-08-24 | 2011-06-08 | 重庆长安汽车股份有限公司 | Installing tool of motor assembly and automobile body |
| CN202398959U (en) * | 2011-11-16 | 2012-08-29 | 山东丰汇设备技术有限公司 | Welding tool for movable combined crane tower section with attachment device and tower section |
| CN203509422U (en) * | 2013-09-30 | 2014-04-02 | 大连同泰汽车部件有限公司 | Core assembling and welding locking mold of automobile exhaust system |
| CN104476055A (en) * | 2014-09-28 | 2015-04-01 | 南通振华重型装备制造有限公司 | Pile leg manufacturing method for *-shaped supporting pipe |
| CN104722986A (en) * | 2013-12-18 | 2015-06-24 | 五冶集团上海有限公司 | Welding deformation control method for non-oriented silicon steel process steel structure door-shaped framework |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3666658B2 (en) * | 2002-02-14 | 2005-06-29 | マツダ株式会社 | Method and apparatus for assembling a radiator module for a vehicle |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201856182U (en) * | 2010-08-24 | 2011-06-08 | 重庆长安汽车股份有限公司 | Installing tool of motor assembly and automobile body |
| CN202398959U (en) * | 2011-11-16 | 2012-08-29 | 山东丰汇设备技术有限公司 | Welding tool for movable combined crane tower section with attachment device and tower section |
| CN203509422U (en) * | 2013-09-30 | 2014-04-02 | 大连同泰汽车部件有限公司 | Core assembling and welding locking mold of automobile exhaust system |
| CN104722986A (en) * | 2013-12-18 | 2015-06-24 | 五冶集团上海有限公司 | Welding deformation control method for non-oriented silicon steel process steel structure door-shaped framework |
| CN104476055A (en) * | 2014-09-28 | 2015-04-01 | 南通振华重型装备制造有限公司 | Pile leg manufacturing method for *-shaped supporting pipe |
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