CN102601592A - Method for manufacturing movable wind breaks - Google Patents
Method for manufacturing movable wind breaks Download PDFInfo
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- CN102601592A CN102601592A CN2012100918300A CN201210091830A CN102601592A CN 102601592 A CN102601592 A CN 102601592A CN 2012100918300 A CN2012100918300 A CN 2012100918300A CN 201210091830 A CN201210091830 A CN 201210091830A CN 102601592 A CN102601592 A CN 102601592A
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- air partition
- connecting plate
- column
- adjustable
- processing
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Abstract
The invention discloses a method for manufacturing movable wind breaks. The method for manufacturing wind breaks includes positioning and welding bases by the aid of a base welding and positioning tool; integrally processing the bases by the aid of a common boring miller used with a processing tool; processing a connecting plate by a common numerical boring machine; assembling upright columns and the connecting plate by the aid of an upright column assembly deformation prevention jig frame; connecting the assembled upright columns of a wind break onto an adjustable concentric assembling jig frame with three holes; adjusting the pitches of the upright columns of the wind break by the aid of an adjustable tool according to the actual size of the wind break; connecting strips of the wind breaks; carrying out ageing treatment after assembly is completed; integrally detaching the adjustable concentric assembling jig frame with the three holes; and finally, connecting the three bases with the connecting plate on the upright columns of the wind break by hinge pins. The method in the technical scheme has the advantages that the quantity of devices required for manufacturing the movable wind break is low, requirements on precisions of the devices are also low, production efficiency is high, cost is low, and the method facilitates industrial mass production.
Description
Technical field
The present invention relates to the manufacturing approach of a kind of bridge, relate in particular to a kind of manufacturing approach of active type air partition with air partition.
Background technology
In western watchtower in ancient times door bridge spanning the sea project, used the first active type air partition in the world, its complex structure, design accuracy is high, reaches IT6 level machine tool accuracy; Manufacturing quantity is big, and the full-bridge air partition is made up of nearly 1000 air partition active units, and about 4.3 kilometers of engineering total has only 3 months and make installation period.
The bridge floor guardrail can reach 400mm as the basic spacing error maximum that air partition is installed, and causes every air partition unequal span.Make air partition duration anxiety is installed, quantity is many, must satisfy requirements of mass production, therefore needs a considerable amount of device resources.Consider above various factors, existing processing and fabricating method can't reach requirement.Therefore need a kind of new processing and fabricating scheme of research, to satisfy quality, duration and cost requirement.The design of active type air partition still belongs to first type of the world, and first its manufacturing operation of contact of our factory does not have successful experience of the same trade and can use for reference, and captures the manufacturing difficult problem of movable windbreak, can make our factory occupy advantage in bridge addition product industry, has outstanding meaning.
Summary of the invention
Goal of the invention: the objective of the invention is to the deficiency to prior art, the manufacturing approach of the active type air partition that provides a kind of and need that equipment is few, lower to equipment precision requirement, production efficiency is high, cost is low, be convenient to implement.
Technical scheme: in order to realize the foregoing invention purpose, the technical scheme that the present invention adopted is:
A kind of manufacturing approach of active type air partition, with base welding positioning tool location welding base, common boring and milling machine cooperates processing tool to carry out the whole processing of base earlier; The general NC boring machine carries out connecting plate processing; Utilize column assembling anti-deformation moulding bed to carry out column and connecting plate assembling again, then the air partition column that assembles is connected adjustable three holes and assembles on the moulding bed with one heart, and utilize adjustable frock to adjust air partition column spacing according to actual size; Connect the air partition bar; Ageing Treatment after assembling is accomplished is assembled overall pulling down on the moulding bed with one heart from adjustable three holes, with bearing pin three bases is connected with connecting plate on the air partition column at last.
Connect steel air partition bar when connecting the air partition bar earlier and connect aluminum air partition bar again.
This method is split as base with the active type air partition, connecting plate, air partition column, steel air partition bar and aluminum air partition bar, totally five parts.Utilize base welding positioning tool will also be connected into the type base earlier, cooperate processing tool to carry out the whole processing of base with common boring and milling machine, the general NC boring machine carries out connecting plate processing; Utilize column assembling anti-deformation moulding bed to carry out column and connecting plate assembling again; Then the air partition column that assembles is connected adjustable three holes and assembles with one heart on the moulding bed, utilize adjustable frock to adjust air partition column spacing, connect steel air partition bar earlier by actual size; Connect aluminium matter air partition bar then; Assembling is accomplished, after the timeliness adjustment, wholely assemble moulding bed with one heart from adjustable three holes and remove, and with bearing pin three bases is connected with connecting plate on the air partition column at last; Whole Transporting, and integral installation is on the bridge floor guardrail.
Beneficial effect: the present invention compared with prior art, its beneficial effect is:
1, the present invention has avoided whole processing through the active type air partition is split, and reduces the dependence to special installation; Can carry out finding processing with the standard machinery process equipment; Lower to the process equipment required precision, can form batch process, and turnover freight in the middle of saving;
2, each component-assembled all has and prevents the frock of being out of shape from can guarantee part quality, and easy and simple to handle, saves manpower, enhances productivity;
3, assemble moulding bed with one heart through adjustable three holes and carry out overall package, solved three holes with one heart with the manufacturing difficult problem of each active type air partition unequal span, can form batch process, the guarantee product duration, practice thrift manufacturing expense significantly.
Description of drawings
Fig. 1 is an active type air partition structural representation;
Fig. 2 is base welding positioning tool sketch map;
Fig. 3 is for being used for the mach processing tool sketch map of base;
Fig. 4 is column assembling anti-deformation moulding bed sketch map;
Fig. 5 assembles the moulding bed sketch map with one heart for adjustable three holes.
The specific embodiment
Below in conjunction with accompanying drawing, through a most preferred embodiment, technical scheme of the present invention is elaborated, but protection scope of the present invention is not limited to said embodiment.
As shown in Figure 1; A kind of active type air partition comprises base 1, connecting plate 2, air partition column 3, steel air partition bar 4 and aluminum air partition bar 5; Described steel air partition bar 4 is connected to form frame structure with aluminum air partition bar 5 and air partition column 3; Connecting plate 2 is fixed on the end of air partition column, and base 1 is hinged with connecting plate 2.
As shown in Figure 2; Be base welding positioning tool sketch map; What the dotted portion among the figure was represented is base, and base comprises and be used for the hinge hole journal stirrup 11 and the driving journal stirrup 12 that with drive unit be connected hinged with connecting plate, the hinge hole journal stirrup, drives journal stirrup and connects through bedplate 13; What the solid line among the figure was partly represented is base welding positioning tool, and this frock as shown in Figure 2 utilizes base welding positioning tool that each part welding fabrication of base is one through each part of some stop limits positioning bases.As shown in Figure 3; For being used for the mach processing tool sketch map of base; What the dotted portion among the figure was represented is base; What solid line was partly represented is processing tool, and the hinge hole journal stirrup 11 of processing tool through base and the endoporus location that drives journal stirrup 12 utilize processing tool the base of having good positioning to be placed on the table top of common boring and milling machine and process.As shown in Figure 4; Be column assembling anti-deformation moulding bed sketch map; Dotted portion is the sketch map of air partition column and connecting plate, and solid line partly is column assembling anti-deformation moulding bed, and this column assembling anti-deformation moulding bed will be through the connecting plate and the welding of air partition column integrated positioning of general NC boring machine processing; Guarantee connecting plate 2 and air partition column 3 location dimensions, and effectively prevented welding deformation.As shown in Figure 5, for assembling the moulding bed sketch map with one heart in adjustable three holes, this moulding bed is used to assemble air partition column, steel air partition bar 4 and aluminum air partition bar 5.These adjustable three holes are assembled moulding bed with one heart and are comprised platform 61 and be arranged on fixing tool 62, adjustable frock 63 and the anti-deformation tool 64 on the platform; The described fixing tool and the concentric as required platform that vertically is arranged in of adjustable frock that is used to guarantee air partition column connecting plate hinge hole concentricity; Be used to prevent the anti-deformation tool 64 of air partition column distortion and the lateral arrangement that fixing tool 62, adjustable frock 63 are complementary; On platform 61, also be provided with the spacing frock 65 that is used to limit air partition bar position, spacing frock is used to limit the location gap of air partition bar, the air partition column that assembles is connected adjustable three holes assembles on the moulding bed with one heart; Utilize adjustable frock to adjust air partition column spacing by actual size; Connect steel air partition bar earlier, connect aluminum air partition bar then, adjustable frock 63 can be regulated according to on-the-spot needs; Change the size of space of air partition column, solve each bridge floor guardrail unequal span difficult problem.Back, Ageing Treatment are accomplished in assembling, and integral body is assembled moulding bed with one heart from adjustable three holes and removed, and with bearing pin three bases are connected with connecting plate on the air partition column at last.This method is split as base 1 with active type air partition unit, connecting plate 2, air partition column 3, steel air partition bar 4 and aluminum air partition bar 5, totally five parts.Utilize base welding positioning tool will also be connected into the type base earlier, cooperate processing tool to carry out the whole processing of base with common boring and milling machine, the general NC boring machine carries out connecting plate processing; Utilize column assembling anti-deformation moulding bed to carry out the column assembling again; Then the air partition column that assembles is connected adjustable three holes and assembles with one heart on the moulding bed, utilize adjustable frock to adjust air partition column spacing, connect steel air partition bar earlier by actual size; Connect aluminium matter air partition bar then; Assembling is accomplished, after the timeliness adjustment, wholely assemble moulding bed with one heart from adjustable three holes and remove, and with bearing pin three bases is connected with connecting plate on the air partition column at last; Whole Transporting, and integral installation is on the bridge floor guardrail.
Claims (2)
1. the manufacturing approach of an active type air partition is characterized in that: with base welding positioning tool location welding base, common boring and milling machine cooperates processing tool to carry out the whole processing of base earlier; The general NC boring machine carries out connecting plate processing; Utilize column assembling anti-deformation moulding bed to carry out column and connecting plate assembling again, then the air partition column that assembles is connected adjustable three holes and assembles on the moulding bed with one heart, and utilize adjustable frock to adjust air partition column spacing according to actual size; Connect the air partition bar; Ageing Treatment after assembling is accomplished is assembled overall pulling down on the moulding bed with one heart from adjustable three holes, with bearing pin three bases is connected with connecting plate on the air partition column at last.
2. the manufacturing approach of active type air partition according to claim 1 is characterized in that: connect steel air partition bar when connecting the air partition bar earlier and connect aluminum air partition bar again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210091830.0A CN102601592B (en) | 2012-03-30 | 2012-03-30 | Method for manufacturing movable wind breaks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210091830.0A CN102601592B (en) | 2012-03-30 | 2012-03-30 | Method for manufacturing movable wind breaks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102601592A true CN102601592A (en) | 2012-07-25 |
| CN102601592B CN102601592B (en) | 2014-07-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210091830.0A Active CN102601592B (en) | 2012-03-30 | 2012-03-30 | Method for manufacturing movable wind breaks |
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Citations (13)
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| US1582574A (en) * | 1924-05-29 | 1926-04-27 | John H Carlson | Fence |
| US2260948A (en) * | 1940-01-13 | 1941-10-28 | Loftus Daniel Webster | Snow fence |
| US2753156A (en) * | 1953-03-23 | 1956-07-03 | Hans Rieger | Portable snow fence |
| JPH10176310A (en) * | 1996-12-18 | 1998-06-30 | Maeda Kousen Kk | Windbreak fence |
| CN1475631A (en) * | 2003-07-17 | 2004-02-18 | 沈阳铁路工程建设集团有限公司 | Non cohesire soil thick covering super long large frame stoucture jacking technology |
| CN101280630A (en) * | 2008-05-20 | 2008-10-08 | 冯贵法 | Network frame house cap integral lifting construction method |
| CN101654902A (en) * | 2009-09-21 | 2010-02-24 | 浙江省交通工程建设集团有限公司 | C-shaped bridge wind baffle as well as preparation method and mounting construction method thereof |
| CN201459615U (en) * | 2009-05-26 | 2010-05-12 | 山西汉德环境工程科技发展有限公司 | Highway wind break |
| CN101864740A (en) * | 2009-12-02 | 2010-10-20 | 中交公路规划设计院有限公司 | Movable windbreak for bridge |
| CN201686942U (en) * | 2010-02-09 | 2010-12-29 | 四川奥特机械设备有限公司 | Steel hangar tunnel shearing structure |
| CN102002935A (en) * | 2010-12-16 | 2011-04-06 | 西安科技大学 | Method for utilizing mine coal gangues to control and fix sands |
| CN102191755A (en) * | 2011-04-15 | 2011-09-21 | 蔡文学 | Guardrail device for highway |
| CN102216529A (en) * | 2008-11-10 | 2011-10-12 | 马拉塔卢德坎塔布里亚有限公司 | Protective barrier for snowstorms |
-
2012
- 2012-03-30 CN CN201210091830.0A patent/CN102601592B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1582574A (en) * | 1924-05-29 | 1926-04-27 | John H Carlson | Fence |
| US2260948A (en) * | 1940-01-13 | 1941-10-28 | Loftus Daniel Webster | Snow fence |
| US2753156A (en) * | 1953-03-23 | 1956-07-03 | Hans Rieger | Portable snow fence |
| JPH10176310A (en) * | 1996-12-18 | 1998-06-30 | Maeda Kousen Kk | Windbreak fence |
| CN1475631A (en) * | 2003-07-17 | 2004-02-18 | 沈阳铁路工程建设集团有限公司 | Non cohesire soil thick covering super long large frame stoucture jacking technology |
| CN101280630A (en) * | 2008-05-20 | 2008-10-08 | 冯贵法 | Network frame house cap integral lifting construction method |
| CN102216529A (en) * | 2008-11-10 | 2011-10-12 | 马拉塔卢德坎塔布里亚有限公司 | Protective barrier for snowstorms |
| CN201459615U (en) * | 2009-05-26 | 2010-05-12 | 山西汉德环境工程科技发展有限公司 | Highway wind break |
| CN101654902A (en) * | 2009-09-21 | 2010-02-24 | 浙江省交通工程建设集团有限公司 | C-shaped bridge wind baffle as well as preparation method and mounting construction method thereof |
| CN101864740A (en) * | 2009-12-02 | 2010-10-20 | 中交公路规划设计院有限公司 | Movable windbreak for bridge |
| CN201686942U (en) * | 2010-02-09 | 2010-12-29 | 四川奥特机械设备有限公司 | Steel hangar tunnel shearing structure |
| CN102002935A (en) * | 2010-12-16 | 2011-04-06 | 西安科技大学 | Method for utilizing mine coal gangues to control and fix sands |
| CN102191755A (en) * | 2011-04-15 | 2011-09-21 | 蔡文学 | Guardrail device for highway |
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| CN102601592B (en) | 2014-07-09 |
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