CN1945083A - Integrated convex stretching type cable bridge frame for ship and marine engineering - Google Patents
Integrated convex stretching type cable bridge frame for ship and marine engineering Download PDFInfo
- Publication number
- CN1945083A CN1945083A CN 200610144575 CN200610144575A CN1945083A CN 1945083 A CN1945083 A CN 1945083A CN 200610144575 CN200610144575 CN 200610144575 CN 200610144575 A CN200610144575 A CN 200610144575A CN 1945083 A CN1945083 A CN 1945083A
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- guide plate
- cable bridge
- boats
- bridge frame
- ocean engineering
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- 238000000034 method Methods 0.000 claims abstract description 18
- 238000004080 punching Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 230000002950 deficient Effects 0.000 description 3
- 239000012634 fragment Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 2
- 229910000679 solder Inorganic materials 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000010437 gem Substances 0.000 description 1
- 229910001751 gemstone Inorganic materials 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000008188 pellet Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
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Abstract
The integrated convex stretching cable bridge includes bearing plate and guiding plate in integrated ladder type structure formed through punching. The bearing plate has uneven surface and reinforcing ribs, the guiding plates on two ends of the cable bridge have R-shaped upper end, the junction between the guiding plate and the bearing plate is also in R shape and has one reinforcing rib formed, and the guiding plate connecting holes distributed regularly in the side wall. Compared with available technology, the present invention has the advantages of integral punching formation process, light structure, good appearance, high bearing capacity, etc and is suitable for use in ships and marine engineering.
Description
Technical field:
The present invention relates to a kind of cable testing bridge, particularly relate to a kind of boats and ships and ocean engineering integrated convex stretching type cable bridge frame, is the cable testing bridge design that existing ship and ocean engineering are used and the improvement of technology, belongs to the support manufacturing technology of cable or pillar.
Background technique
At present, the kind of the cable testing bridge of selling on the market is a lot, can be divided into ladder type crane span structure, grooved crane span structure, pellet type crane span structure, combined type bridge, wire casing according to the structural type classification; Can be divided into steel crane span structure, stainless steel crane span structure, aluminum alloy crane span structure, glass fiber reinforced plastic bridge, fire-retardant fireproof crane span structure according to the material classification.
Owing to be not exclusively used in the cable testing bridge that boats and ships and ocean engineering are used, the cable testing bridge majority that causes existing boats and ships and ocean engineering to be used still is common ladder type metallic cable crane span structure, promptly become straight-through crane span structure and combined elbow to assemble with processes such as bending welding by steel plate, aluminium sheet, corrosion resistant plate, exist the pontic heaviness, involve great expense and install shortcomings such as inconvenience, supporting plate in the cable testing bridge is the main supporting plane of cable in laid processes, must have super-strength.And the supporting plate in the cable testing bridge that existing ship and ocean engineering are used, can only rely on the thickness that increases steel plate to gain in strength, steel plate thickness will reach more than the 5mm, adding preparation process falls behind, be connected on this problem with guide plate at supporting plate and can only lean on welding fabrication, and welding procedure can cause the Chemical composition of steel plate and intensity to change a lot, surface anticorrosion zinc layer can be destroyed, the defective at solder joint place waits and can't overcome as leaking weldering, most importantly the anticorrosion problem at solder joint place can't solve, no matter be zinc-plated or plastic-blasting, all can't reach optimum efficiency, thereby the intensity of cable testing bridge and corrosion resistant performance are reduced.
Publication number is the Chinese invention patent application " cable testing bridge manufacture method " of CN1169609, provide a kind of hydraulic press segmentation compacting cable bridge ladder limit that utilizes, two terraced limits are fixed together by the base plate welding or with screw then, constitute the technological method of whole cable testing bridge.The cable testing bridge that utilizes this method to make still need weld fixing or be fixed together with screw, is not one-time formed whole cable testing bridge.
Publication number is the Chinese utility model patent " novel cable crane span structure " of CN2530123, this cable testing bridge that provides comprises " U " shape body of a bridge, bar shaped connecting plate and two blocks of side plates, the sidewall middle part of described " U " shape body of a bridge is provided with stiffening rib, the stiffening rib both sides are provided with the mounting hole consistent with body of a bridge longitudinal direction, the base plate both sides of described " U " shape body of a bridge are symmetrically arranged with stiffening rib, be vertically arranged with the elongate recesses vertical along body of a bridge middle part with body of a bridge longitudinal direction, be provided with a plurality of mounting holes in the elongate recesses, between described stiffening rib and the elongate recesses, be vertically arranged with the strip groove consistent along the body of a bridge, be provided with mounting hole in the strip groove with body of a bridge longitudinal direction; There is positioning port at described bar shaped connecting plate two ends; Described side plate middle part is provided with the fixing shell fragment in top, and shell fragment is provided with stiffening rib, between side plate both sides stiffening rib and shell fragment, be provided with body of a bridge sidewall on the corresponding mounting hole of mounting hole.The novel cable crane span structure that technique scheme provides has only solved the connectivity problem between the crane span structure, the Structure Designing Problem that does not relate to one-time formed whole cable testing bridge, therefore, the defective that the cable testing bridge that existing ship and ocean engineering are used exists still is not resolved, and people expect that the cable testing bridge that special-purpose boats and ships and ocean engineering are used occurs.
Summary of the invention:
The objective of the invention is to overcome the prior art above shortcomings, the defective that the cable testing bridge that uses at present existing ship and ocean engineering exists has provided a kind of novel boats and ships and ocean engineering integrated convex stretching type cable bridge frame.This cable testing bridge adopts whole punch forming process, makes guide plate, the supporting plate of crane span structure need not to be welded into one, has greatly improved the intensity and the corrosion resistant performance of crane span structure, has realized crane span structure manufacturing field qualitative leap peculiar to vessel.
The technological scheme that the present invention provides is: this boats and ships and ocean engineering integrated convex stretching type cable bridge frame, include supporting plate and guide plate, be characterized in adopting whole punch forming process, guide plate, the supporting plate of cable testing bridge is directly compressed together, constitute incorporate trapezoidal-structure, even the guide plate of cable testing bridge, supporting plate need not welding or be fixed together with screw, just can be formed directly in incorporate trapezoidal-structure.
Purpose to better implement the present invention, every joint convex-concave surface of described supporting plate after whole punch forming process is handled is provided with stiffening rib, be that supporting plate is after the stretching of integrity projection, punching press are handled, the concavo-convex surface of its every joint has formed stiffening rib, the form of this stiffening rib can change according to the difference of design, and promptly the difference according to the shape of the convex-concave surface that squeezes out changes.
Purpose to better implement the present invention, the guide plate upper corners place at described cable testing bridge two ends is designed to " R " type structure, also is provided with many stiffening ribs on the guide plate, and its technique effect is: both can increase the intensity of crane span structure guide plate, can prevent to scratch cable again.
Purpose to better implement the present invention, joint integral body is converted into 90 ° of right angles between described guide plate and the supporting plate, and can shallowly be drawn into " R " type, forms the stiffening rib form, makes the multiplication of crane span structure intensity.
Purpose to better implement the present invention, described carriage vacancy are designed to circular or square, also can be designed to other shape, not only make the integral bracket shape elegant in appearance, also reduce weight, and guarantee not reduce intensity.
Purpose to better implement the present invention is convenient between crane span structure and the hull by support and connection, and described guide plate sidewall is provided with continuous attachment hole, makes to be supported on any position and can to link to each other with crane span structure with bolt with an attachment hole.
Compared with prior art, the invention has the beneficial effects as follows: adopt whole punch forming process, make guide plate, the supporting plate of crane span structure need not to be welded into one, have that structure is light and handy, handsome in appearance, load is strong, easy for installation, advantages such as anti-corrosive properties strong, low price.
Description of drawings:
Fig. 1 provides embodiment's structural representation for the present invention, and wherein Fig. 1-1 is the cable laying schematic representation;
Fig. 2 provides another kind of embodiment's structural representation for the present invention, and wherein Fig. 2-1 is the cable laying schematic representation;
Fig. 3 is the local enlarged diagram of A among Fig. 1, and wherein Fig. 3-1, Fig. 3-2, Fig. 3-3, Fig. 3-4, Fig. 3-5, Fig. 3-6, Fig. 3-7, Fig. 3-8, Fig. 3-9 are respectively the different shapes of stiffening rib;
Fig. 4 is the local enlarged diagram of B among Fig. 1, and wherein Fig. 4-1, Fig. 4-2, Fig. 4-3, Fig. 4-4, Fig. 4-5, Fig. 4-6, Fig. 4-7, Fig. 4-8, Fig. 4-9, Fig. 4-10, Fig. 4-11, Fig. 4-12 are respectively the different shapes of guide plate upper corners place " R " type and stiffening rib;
Fig. 5 is the local enlarged diagram of C among Fig. 1, and wherein Fig. 5-1 is converted into 90 ° of right angles for integral body, and Fig. 5-2 is shallow being drawn into " R " type;
Fig. 6 is the local enlarged diagram of D among Fig. 1;
Fig. 7 is the local enlarged diagram of E among Fig. 1;
Fig. 8 is the local enlarged diagram of F among Fig. 1.
Embodiment:
As Fig. 1, Fig. 2 and shown in Figure 6, this boats and ships and ocean engineering integrated convex stretching type cable bridge frame, include supporting plate 1 and guide plate 2, the trapezoidal-structure that described supporting plate 1 and guide plate 2 are integrated promptly adopts whole punch forming process, makes guide plate 2, the supporting plate 1 of cable testing bridge need not welding or is fixed together with screw, just can be formed directly in incorporate trapezoidal-structure, wherein the supporting plate among Fig. 11 is in the bottom, and guide plate 2 makes progress, and Fig. 1-1 is cable 3 laying condition; Supporting plate 1 among Fig. 2 is on top, and guide plate 2 is downward, and Fig. 2-1 is cable 3 laying condition.
As Fig. 1; Fig. 2 and shown in Figure 3; every joint convex-concave surface of described supporting plate 1 after whole punch forming process is handled is provided with equally distributed waling; be that supporting plate 1 stretches in the integrity projection; after punching press is handled; the concavo-convex surface of its every joint has just formed stiffening rib; the form of this stiffening rib can change according to the difference of design; promptly the difference according to the shape of the convex-concave surface that squeezes out changes; Fig. 3-1 wherein; Fig. 3-2; Fig. 3-3; Fig. 3-4; Fig. 3-5; Fig. 3-6; Fig. 3-7; Fig. 3-8; Fig. 3-9 is respectively the different shape of stiffening rib; certainly; protection scope of the present invention should not be limited to this, also should protect other form that does not relate to.
As Fig. 1, Fig. 2 and shown in Figure 4; the guide plate 2 upper corners places at described cable testing bridge two ends are designed to " R " type; also be provided with many stiffening ribs on the guide plate; wherein Fig. 4-1, Fig. 4-2, Fig. 4-3, Fig. 4-4, Fig. 4-5, Fig. 4-6, Fig. 4-7, Fig. 4-8, Fig. 4-9, Fig. 4-10, Fig. 4-11, Fig. 4-12 are respectively the different shapes of guide plate upper corners place " R " type and stiffening rib; certainly; protection scope of the present invention should not be limited to this, also should protect other form that does not relate to.And this position of traditional crane span structure is flat, scratches cable easily, is designed to can increase behind " R " type (being that this position is a circular arc) intensity of crane span structure guide plate, can prevent to scratch cable again.
As Fig. 1, Fig. 2 and shown in Figure 5, joint integral body is converted into 90 ° of right angles or is designed to " R " type and forms a stiffening rib between described guide plate 2 and the supporting plate 1, the tradition crane span structure is because of being welded, this surface of position is coarse, and is yielding, and crane span structure supporting plate of the present invention and guide plate are one, integral body is converted into 90 ° of right angles (seeing Fig. 5-1), and can shallowly be drawn into " R " type (seeing Fig. 5-2), and form the stiffening rib form one, make the multiplication of crane span structure intensity.
As Fig. 1, Fig. 2 and shown in Figure 7, described guide plate 2 sidewalls are provided with continuous well-regulated attachment hole, this is because of being to be connected by supporting between crane span structure and the hull, for easy for installation and do not destroy the anticorrosive coat of crane span structure, all be to connect with bolt, each presets an attachment hole and traditional in the prior art crane span structure is only at two ends, as long as some deviations are arranged in installation process, original attachment hole of reserving is not just used at all, can only be with hand drill jewel hole again, both destroy anticorrosive coat, wasted man-hour again.For addressing this problem, the present invention is provided with the continuous well-regulated attachment hole of a row on guide plate 2 sidewalls, makes to be supported on any position and can to link to each other with crane span structure with bolt with an attachment hole, thereby has both made things convenient for installation, does not destroy the anticorrosive coat of crane span structure again.
As Fig. 1, Fig. 2 and shown in Figure 8, described supporting plate 1 vacancy is square, also can be designed to other shape, not only makes whole supporting plate shape elegant in appearance, also reduces weight, and guarantees not reduce intensity.
Claims (9)
1. boats and ships and ocean engineering integrated convex stretching type cable bridge frame include supporting plate and guide plate, it is characterized in that adopting whole punch forming process that guide plate, the supporting plate of cable testing bridge is directly compressed together, constitute incorporate trapezoidal-structure.
2. boats and ships according to claim 1 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that every joint convex-concave surface of described supporting plate after whole punch forming process is handled is provided with stiffening rib.
3. boats and ships according to claim 1 and 2 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that the guide plate upper corners place at described cable testing bridge two ends is " R " type structure, also are provided with stiffening rib on the guide plate.
4. boats and ships according to claim 1 and 2 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that the joint is " R " type and forms stiffening rib between described guide plate and the supporting plate.
5. boats and ships according to claim 3 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that the joint is " R " type and forms stiffening rib between described guide plate and the supporting plate.
6. boats and ships according to claim 4 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that described guide plate sidewall is provided with continuous attachment hole.
7. boats and ships according to claim 5 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that described guide plate sidewall is provided with continuous attachment hole.
8. boats and ships according to claim 6 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that described carriage vacancy is for circular or square.
9. boats and ships according to claim 7 and ocean engineering integrated convex stretching type cable bridge frame is characterized in that described carriage vacancy is for circular or square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101445756A CN100460740C (en) | 2006-11-06 | 2006-11-06 | Integrated convex stretching type cable bridge frame for ship and marine engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101445756A CN100460740C (en) | 2006-11-06 | 2006-11-06 | Integrated convex stretching type cable bridge frame for ship and marine engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1945083A true CN1945083A (en) | 2007-04-11 |
| CN100460740C CN100460740C (en) | 2009-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006101445756A Active CN100460740C (en) | 2006-11-06 | 2006-11-06 | Integrated convex stretching type cable bridge frame for ship and marine engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100460740C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102518876A (en) * | 2011-12-07 | 2012-06-27 | 许昌美特桥架股份有限公司 | Integral ladder type cable tray |
| CN102679041A (en) * | 2011-03-10 | 2012-09-19 | 抚顺欧柏丽电器成套制造有限公司 | Wholly raised, stretched and stamped type cable tightening hook bracket for naval vessels and oceanographic engineering |
| CN102853165A (en) * | 2011-06-28 | 2013-01-02 | 抚顺欧柏丽电器成套制造有限公司 | Integrally projecting and stretching type multifunctional cable tray |
| CN103174879A (en) * | 2011-12-22 | 2013-06-26 | 抚顺欧柏丽电器成套制造有限公司 | Overall protruded tensile stamping type cable tray |
| CN103574169A (en) * | 2012-07-31 | 2014-02-12 | 上海程通机电厂 | Cable tray |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2114742U (en) * | 1991-12-02 | 1992-09-02 | 西安市飞达电缆桥架厂 | Cable supporting bridge ladder frame |
| US5639048A (en) * | 1995-01-19 | 1997-06-17 | Thomas & Betts Corporation | Cable tray system |
| CN2508081Y (en) * | 2001-12-13 | 2002-08-28 | 马纪财 | Light electric cable bridge support |
| CN2541698Y (en) * | 2002-04-09 | 2003-03-26 | 黄宝连 | Lifting angle-shape fast-mounting cable bracket |
| CN2785217Y (en) * | 2004-02-19 | 2006-05-31 | 安军杰 | Unit bridge frame, connecting board and fixing piece for forming cable bridge frame |
| CN2793485Y (en) * | 2005-04-01 | 2006-07-05 | 广州市宇恒实业发展有限公司 | Cable crane span structure |
| CN200999922Y (en) * | 2006-11-06 | 2008-01-02 | 李允成 | Marine vehicle and ocean engineering integral bulged stretching type cable bridge rack |
-
2006
- 2006-11-06 CN CNB2006101445756A patent/CN100460740C/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102679041A (en) * | 2011-03-10 | 2012-09-19 | 抚顺欧柏丽电器成套制造有限公司 | Wholly raised, stretched and stamped type cable tightening hook bracket for naval vessels and oceanographic engineering |
| CN102679041B (en) * | 2011-03-10 | 2016-09-28 | 抚顺欧柏丽实业股份有限公司 | Integration embossment stretching and punching type cable tight-hook bracket for naval vessels and ocean engineering |
| CN102853165A (en) * | 2011-06-28 | 2013-01-02 | 抚顺欧柏丽电器成套制造有限公司 | Integrally projecting and stretching type multifunctional cable tray |
| CN102853165B (en) * | 2011-06-28 | 2014-09-03 | 抚顺欧柏丽电器成套制造有限公司 | Integrally projecting and stretching type multifunctional cable tray |
| CN102518876A (en) * | 2011-12-07 | 2012-06-27 | 许昌美特桥架股份有限公司 | Integral ladder type cable tray |
| CN102518876B (en) * | 2011-12-07 | 2014-06-04 | 许昌美特桥架股份有限公司 | Integral ladder type cable tray |
| CN103174879A (en) * | 2011-12-22 | 2013-06-26 | 抚顺欧柏丽电器成套制造有限公司 | Overall protruded tensile stamping type cable tray |
| CN103574169A (en) * | 2012-07-31 | 2014-02-12 | 上海程通机电厂 | Cable tray |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100460740C (en) | 2009-02-11 |
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Free format text: FORMER OWNER: ZHAO ZHENLU Owner name: FUSHUN OBALI COMPLETE ELECTRIC EQUIPMENT MANUFACTU Free format text: FORMER OWNER: LI YUNCHENG Effective date: 20110808 |
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Address after: 113000, 8, main street, science and Technology Park, Fushun Development Zone, Liaoning, Fushun Patentee after: Fushun Obali Industry Co., Ltd. Address before: 113015 No. 27, Yongji Road, Xinfu District, Liaoning, Fushun Patentee before: Fushun Obaili Electrical Appliance Set Manufacturing Co., Ltd. |
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Denomination of invention: Integrated convex stretching type cable bridge frame for ship and marine engineering Effective date of registration: 20180426 Granted publication date: 20090211 Pledgee: Finance and finance of Fushun Company limited by guarantee Pledgor: Fushun Obali Industry Co., Ltd. Registration number: 2018210000010 |
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Denomination of invention: Integrated convex stretching type cable bridge frame for ship and marine engineering Effective date of registration: 20190423 Granted publication date: 20090211 Pledgee: Finance and finance of Fushun Company limited by guarantee Pledgor: Fushun Obali Industry Co., Ltd. Registration number: 2019210000009 |
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Denomination of invention: Integrated convex stretching type cable bridge frame for ship and marine engineering Effective date of registration: 20191021 Granted publication date: 20090211 Pledgee: Finance and finance of Fushun Company limited by guarantee Pledgor: Fushun Obali Industry Co., Ltd. Registration number: Y2019210000012 |
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Denomination of invention: Integrated convex stretching type cable bridge frame for ship and marine engineering Effective date of registration: 20200417 Granted publication date: 20090211 Pledgee: Finance and finance of Fushun Company limited by guarantee Pledgor: FUSHUN OBALI Co.,Ltd. Registration number: Y2020210000007 |
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