CN107775992A - A kind of method for solving hydraulic inverted press and rocking problem - Google Patents
A kind of method for solving hydraulic inverted press and rocking problem Download PDFInfo
- Publication number
- CN107775992A CN107775992A CN201610739674.2A CN201610739674A CN107775992A CN 107775992 A CN107775992 A CN 107775992A CN 201610739674 A CN201610739674 A CN 201610739674A CN 107775992 A CN107775992 A CN 107775992A
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- China
- Prior art keywords
- reinforced concrete
- basis
- press
- hydraulic
- hydraulic press
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B15/00—Details of, or accessories for, presses; Auxiliary measures in connection with pressing
- B30B15/04—Frames; Guides
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B15/00—Details of, or accessories for, presses; Auxiliary measures in connection with pressing
- B30B15/0052—Details of, or accessories for, presses; Auxiliary measures in connection with pressing for fluid driven presses
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B15/00—Details of, or accessories for, presses; Auxiliary measures in connection with pressing
- B30B15/007—Means for maintaining the press table, the press platen or the press ram against tilting or deflection
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B30—PRESSES
- B30B—PRESSES IN GENERAL
- B30B15/00—Details of, or accessories for, presses; Auxiliary measures in connection with pressing
- B30B15/0076—Noise or vibration isolation means
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to a kind of method for solving hydraulic inverted press and rocking problem, including hydraulic press and Π shape reinforced concrete structures, hydraulic press to include upper fixed beam；Π shapes reinforced concrete structure includes base foundation, side basis and top basis, its method：It will be fixedly connected between the upper fixed beam of hydraulic press and side basis by special shaped steel, form hydraulic press top rigid support；The base foundation of the ground of hydraulic press and Π shape reinforced concrete structures is poured and builds up an entirety, make base foundation, side basis and the top basis one frame shape of composition of hydraulic press and Π shape reinforced concrete structures overall, so that hydraulic press and Π shapes reinforced concrete structure form a firm frame shape monolithic construction, it is thus possible to solve hydraulic press top very well and rock problem.The present invention has the remarkable advantages such as novel in design, rational in infrastructure, hydraulic press stability is good.
Description
Technical field
The invention belongs to equipment installation stabilization technique field, is specially that problem is rocked on a kind of hydraulic inverted press top that solves
Method.
Background technology
The general volume of hydraulic inverted press that prior art manufactures and designs is all very huge, and center of gravity is higher；Simultaneously because liquid
Impulsive force is larger when press mechanical pressing works, and produces strong vibration；In addition press is upper transmission, upper pressure type structure, so as to cause to press
Top is rocked drastically when machine works.Above-mentioned factor can bring following drawback to press：1st, the fastening spiral shell of press column is easily caused
Mother loosens, and serious can also cause column to be broken；2nd, hydraulic pipeline easily is ruptured, causes hydraulic pipeline to leak；3rd, press
Easily there is unbalance loading in work, causes compacting tool set damage and compacted products to scrap；When the 4th, for hot-working, due to press fault rate
Height, production efficiency can be directly affected, and the heating times that melt down of workpiece increase, and waste the energy and human and material resources.Therefore, effort
Rocking for press is eliminated, improves the stability of press, is to improve the stable effective means of hydraulic inverted press.
The content of the invention
For existing hydraulic inverted press center of gravity is high, top rock it is big and the drawbacks of bring, the present invention provides a kind of solve
The method that hydraulic inverted press rocks problem, realize enhancing press stability, improve compressor operation efficiency and pressing component product
The purpose of quality.
The technical scheme is that：A kind of method for solving hydraulic inverted press and rocking problem, including hydraulic press and Π
Shape reinforced concrete structure, the hydraulic press include upper fixed beam；The Π shapes reinforced concrete structure include base foundation, side basis and
Top basis, its method are：It will be fixedly connected between the upper fixed beam of hydraulic press and side basis by special shaped steel, form liquid
Press top rigid support；The base foundation of the ground of hydraulic press and Π shape reinforced concrete structures is poured and builds up an entirety, makes liquid
Base foundation, side basis and the top basis composition one frame shape entirety of press and Π shape reinforced concrete structures, are comprised the following steps that：
Step 1：Π shape reinforced concrete structures are designed, Π shapes hollow space is multilayer；
Step 2：With the base foundation of reinforcing bar concrete placings hydraulic press ground and Π shape reinforced concrete structures, hydraulic press and the ground
Between be bolted to connection, connected between the bottom surface of Π shape reinforced concrete structures and base foundation by reinforcing bar concrete placings；
Step 3：The one side of upper fixed beam sets connection otic placode, and otic placode is provided with multiple screws；
Step 4：Special shaped steel is set between the one side of upper fixed beam and side basis, and one end of special shaped steel with it is described
Otic placode bolt connection, the other end are fixedly connected with the side basis；
Reinforced concrete is set to connect between the one side of upper fixed beam and side basis in step 4；
Reinforced concrete is set to be connected jointly with special shaped steel between the one side of upper fixed beam and side basis in step 4；
Special shaped steel outer surface is provided with gusset；
Π shapes reinforced concrete structure hollow space is multilayer in step 1, wherein one layer be OPS, two layers be power distribution station, three layers be
Fuel tank and cooling-cycle device are put above hydraulic system room, top basis；
Connected in step 4 between the one side of upper fixed beam and side basis by one or more special shaped steel.
The present invention set on a hydraulic press between the side basis of fixed beam and Π shape reinforced concrete structures reinforced concrete connect or
Special shaped steel connection, hydraulic press top and Π shape reinforced concrete structures top is set to form a firmly entirety, and combine hydraulic press ground
The reinforced concrete structure being integral with the base foundation of Π shape reinforced concrete structures, so that hydraulic press and Π shape reinforced concrete knots
It is configured to a firm frame shape monolithic construction, it is thus possible to solve hydraulic press top very well and rock problem.
The present invention has the remarkable advantages such as novel in design, rational in infrastructure, hydraulic press stability is good.
Brief description of the drawings
Accompanying drawing 1 is main structure diagram of the invention；
Accompanying drawing 2 is overlooking the structure diagram of the invention.
In attached Fig. 1 and 2：1 it is hydraulic press ground, 2 be hydraulic press, 201 be upper fixed beam, 3 be rigid support, 4 is spiral shell
Bolt, 5 be Π shapes reinforced concrete structure, 501 be base foundation, 502 be one layer, 503 be two layers, 504 be three layers, 505 be top base
Plinth, 506 are side basis.
Embodiment
Explanation is further explained to the present invention below in conjunction with accompanying drawing：
As shown in accompanying drawing 1,2, a kind of method for solving hydraulic inverted press and rocking problem, including hydraulic press 2 and Π shape reinforced concretes
Structure 5, hydraulic press 2 include upper fixed beam 201；Π shapes reinforced concrete structure 5 includes base foundation 501, top basis 505 and side
Basis 506, its method are：It will be fixedly connected between the upper fixed beam 201 of hydraulic press 2 and side basis 506 by special shaped steel,
Form hydraulic press top rigid support 3；The base foundation 501 of the ground 1 and Π shapes reinforced concrete structure 5 of hydraulic press 2 is poured and built up
One entirety, form base foundation 501, side basis 506 and the top basis 505 of hydraulic press 2 and Π shapes reinforced concrete structure 5
One frame shape is overall, comprises the following steps that：
Step 1：Π shapes reinforced concrete structure 5 is designed, Π shapes hollow space is multilayer；
Step 2：With the base foundation 501 of reinforcing bar concrete placings hydraulic press ground 1 and Π shapes reinforced concrete structure 5, hydraulic press 2 and ground
It is bolted to connection between base 1, passes through reinforcing bar concrete placings between the bottom surface of Π shapes reinforced concrete structure 5 and base foundation 501
Connection；
Step 3：The one side of upper fixed beam 201 sets connection otic placode, and otic placode is provided with multiple screws；
Step 4：Special shaped steel, and one end of special shaped steel are set between the one side of upper fixed beam 201 and side basis 506
It is connected with otic placode by bolt 4, the other end is fixedly connected with side basis 506；
Set reinforced concrete to connect between the one side of upper fixed beam 201 and side basis 506 in step 4, also can by one piece or
The special shaped steel connection of polylith, may also set up reinforced concrete and is connected jointly with special shaped steel, and special shaped steel outer surface is provided with gusset；
The hollow space of Π shapes reinforced concrete structure 5 is multilayer in step 1, wherein one layer 502 be OPS, two layer 503 be distribution
Between, three layer 504 be hydraulic system room, fuel tank and cooling-cycle device are put above top basis 505.
The present invention sets steel between the upper fixed beam 201 of hydraulic press 2 and the side basis 506 of Π shapes reinforced concrete structure 5
Muscle concrete connects or the connection of special shaped steel, the top of hydraulic press 2 and the top of Π shapes reinforced concrete structure 5 is formed a firmly entirety, and tying
The reinforced concrete structure that the base foundation 501 of conjunction hydraulic press ground 1 and Π shapes reinforced concrete structure 5 is integral, so that liquid
Press 2 and Π shapes reinforced concrete structure 5 form a firm frame shape monolithic construction, it is thus possible to solve very well on hydraulic press 2
Rock problem in portion.
Claims (6)
1. a kind of method for solving hydraulic inverted press and rocking problem, including hydraulic press and Π shape reinforced concrete structures, the hydraulic pressure
Machine includes：Upper fixed beam, the Π shapes reinforced concrete structure include：Base foundation, side basis and top basis, its feature exist
In：It is fixedly connected between the upper fixed beam of hydraulic press and side basis by special shaped steel, described upper fixed beam and the bottom
Portion basis, side are overall on basis and top basis one frame shape of composition, comprise the following steps that：
Step 1：Π shape reinforced concrete structures are designed, Π shapes hollow space is multilayer；
Step 2：With the base foundation of reinforcing bar concrete placings hydraulic press ground and Π shape reinforced concrete structures, hydraulic press and the ground
Between be bolted to connection, connected between the bottom surface of Π shape reinforced concrete structures and base foundation by reinforcing bar concrete placings；
Step 3：The one side of upper fixed beam sets connection otic placode, and otic placode is provided with multiple screws；
Step 4：Special shaped steel is set between the one side of upper fixed beam and side basis, and one end of special shaped steel with it is described
Otic placode bolt connection, the other end are fixedly connected with the side basis.
A kind of 2. method for solving hydraulic inverted press and rocking problem according to claim 1, it is characterised in that：Step 4
Reinforced concrete is set to connect between the one side of middle fixed beam and side basis.
A kind of 3. method for solving hydraulic inverted press and rocking problem according to claim 1, it is characterised in that：Step 4
Reinforced concrete is set to be connected jointly with special shaped steel between the one side of middle fixed beam and side basis.
4. the method that a kind of solution hydraulic inverted press according to claim 1 or 3 rocks problem, it is characterised in that：It is special
Shaped steel outer surface processed is provided with gusset.
A kind of 5. method for solving hydraulic inverted press and rocking problem according to claim 1, it is characterised in that：Step 1
Middle Π shapes reinforced concrete structure hollow space is multilayer, wherein one layer be OPS, two layers be power distribution station, three layers be hydraulic system
Fuel tank and cooling-cycle device are put above room, top basis.
6. a kind of method for solving hydraulic inverted press and rocking problem according to claim 1 or 2, is further characterized in that：
Connected in step 4 between the one side of fixed beam and side basis by one or more special shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610739674.2A CN107775992A (en) | 2016-08-29 | 2016-08-29 | A kind of method for solving hydraulic inverted press and rocking problem |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610739674.2A CN107775992A (en) | 2016-08-29 | 2016-08-29 | A kind of method for solving hydraulic inverted press and rocking problem |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107775992A true CN107775992A (en) | 2018-03-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610739674.2A Pending CN107775992A (en) | 2016-08-29 | 2016-08-29 | A kind of method for solving hydraulic inverted press and rocking problem |
Country Status (1)
| Country | Link |
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| CN (1) | CN107775992A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3103348A (en) * | 1960-08-12 | 1963-09-10 | Luxembourg Brev Participations | Resilient connecting systems |
| US3854318A (en) * | 1972-05-26 | 1974-12-17 | V Korpeinen | Forging machine |
| EP0122951A1 (en) * | 1983-04-22 | 1984-10-31 | L. SCHULER GmbH | Device for the vibration-isolated mounting of presses |
| CN205954672U (en) * | 2016-08-26 | 2017-02-15 | 中聚信海洋工程装备有限公司 | Press and three -dimensional hydraulic power unit building solid rigid structure as an organic whole in basis |
-
2016
- 2016-08-29 CN CN201610739674.2A patent/CN107775992A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3103348A (en) * | 1960-08-12 | 1963-09-10 | Luxembourg Brev Participations | Resilient connecting systems |
| US3854318A (en) * | 1972-05-26 | 1974-12-17 | V Korpeinen | Forging machine |
| EP0122951A1 (en) * | 1983-04-22 | 1984-10-31 | L. SCHULER GmbH | Device for the vibration-isolated mounting of presses |
| CN205954672U (en) * | 2016-08-26 | 2017-02-15 | 中聚信海洋工程装备有限公司 | Press and three -dimensional hydraulic power unit building solid rigid structure as an organic whole in basis |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180309 |
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| WD01 | Invention patent application deemed withdrawn after publication |