CN102444106A - Chained wind wave resistant rubber buffering connecting device - Google Patents
Chained wind wave resistant rubber buffering connecting device Download PDFInfo
- Publication number
- CN102444106A CN102444106A CN2011102824534A CN201110282453A CN102444106A CN 102444106 A CN102444106 A CN 102444106A CN 2011102824534 A CN2011102824534 A CN 2011102824534A CN 201110282453 A CN201110282453 A CN 201110282453A CN 102444106 A CN102444106 A CN 102444106A
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- China
- Prior art keywords
- rubber
- catena
- chain
- wave resistance
- rubber buffering
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The invention discloses a chained wind wave resistant rubber buffering connecting device which is provided with one or more than one rubber plate modules connected in series with each other, and chains cast from a non-rust hard steel material; upper and lower rows of or a middle row of holes are formed on the rubber plates; the chains directly penetrate through the circular holes of the rubber plates to form an integrated connection module; and a D-ring and an abutting shackle are arranged at the two ends of the chain, and directly connected to D-ring members on the end side plates of a floating box. The chained wind wave resistant rubber buffering connecting device is prefabricated from the rubber raw material; the chains are cast and formed from the non-rust hard steel materials, and flexibly connected through shackles connected in series. The chained wind wave resistant rubber buffering connecting device provides a safe flexible connecting component for the marine floating body engineering (a floating anti-wave bank), and has the characteristics of tsunami resistance, wind wave resistance, warping resistance and tearing resistance. Furthermore, the chained wind wave resistant rubber buffering connecting device can be used as a wind wave resistant connector or a large-sized marine pasture connecting channel.
Description
Technical field
The present invention relates to a kind of ocean buoyancy aid engineering connecting elements, particularly a kind of catena formula wind and wave resistance rubber buffering linkage.
Background technology
The connected system of buoyancy aid engineering is still one of difficult problem in the ocean engineering, and how this art research efforts still need to be innovation breaks through the anti-folding that tsunami billow causes large-scale buoyancy aid engineering (floating breakwater), the emphasis problem that anti-twist property is this engineering.
Along with the development of marine economy and the utilization of marine resources, floating breakwater at random.For guaranteeing the safety of littoral facility, the connected system between floating breakwater and the mole (casing) is an a great problem.Be connected most rigidity that adopt between traditional buoyancy tank and buoyancy tank and connect or flexible shackle (D ring) connected modes, its shortcoming is following: 1. poor because of the set waters complex environment of floating breakwater (casing), its contending with property of connector of stormy waves conversion impermanence; 2. the torsion resistance that suffers along with irregular wave motion of its casing causes greatly and tears; 3. the difference that heavily weighs because of the fluctuating and the casing of wave produces the end plate of linkage or casing and tears, and directly influences the application life and the safety of floating breakwater (casing).
Summary of the invention
The objective of the invention is to overcome the technical weak point of linkage between existing buoyancy tank and buoyancy tank, and a kind of catena formula wind and wave resistance rubber buffering linkage is provided.The objective of the invention is to realize through following technical scheme: described a kind of catena formula wind and wave resistance rubber buffering linkage is provided with the rubber tile that mutual consecutive is superimposed more than one or; On each rubber buffer board, establish up and down or middle round; By the steel chain buffer module that directly is connected in series; Each begin chain is provided with the shackle of D ring at the two ends of buffer module, and the D ring on D ring shackle and the two tanks front sheet links closely firmly, forms the concertina buffer system; Buoyancy tank can effectively be connected with buoyancy tank, and wind and wave resistance, anti-twist property are strong.
The present invention is connected with existing rigidity or directly unloads buckle relatively, and its advantage is: (1), broken through the disadvantage of directly unloading buckle between existing two buoyancy tanks, and the present invention can efficiently solve an interconnective difficult problem between the floating breakwater (anti-tsunami wall); (2), adopt a kind of catena formula wind and wave resistance rubber buffering linkage, have the characteristics of the retractility of concertina, along with high-amplitude wave can spring up the characteristics of motion with buoyancy tank, it has abrasion resistance, fold resistance, anti-twist property, have gentle in the characteristics of band steel; (3) low, the easy dress of cost, quick detachable and replacing; (4), adopt catena formula beformable body device to echo mutually with the characteristics of motion of casing, with reach with ripple help stream, with moving braking, with gentle make soften, effect that wave absorption only swings.The crushing resistance of its buffer module of the present invention, anti-twist, Hangzhoupro stormy waves intensity level is strong; Use remote; Select the rubber tile of different size according to actual needs; Can resist Super Typhoon, billow, tsunami and cause the mutual bump and the friction of floating between casing, floating breakwater (anti-tsunami wall) and the safety and the reliability of buoyancy aid engineering connected system are effectively guaranteed.
Its structure of the present invention is unique, manufacturability is strong, have flexible good, intensity is high, from heavy and light, durable in use, have the environmental protection connotation, have economic benefit and social benefit.
Description of drawings
Fig. 1 is that rubber tile of the present invention is superimposed as buffer module A structural representation;
Fig. 2 is that rubber tile of the present invention is superimposed as buffer module B structural representation;
Fig. 3 is a catena formula steel chain schematic layout pattern of the present invention;
Fig. 4 is a joining shackle structural representation of the present invention
Fig. 5 is a catena formula rubber buffer board structure section sketch map of the present invention;
Fig. 6 is the catena formula rubber of the present invention buffering linkage sectional schematic diagram that is connected with casing;
Fig. 7 is a cabinet end side plate D ring of the present invention junction sketch map.
Number designation explanation among the figure:
Rubber buffering plate, 2. rubber＞shape buffer body, 3. rubber arc wave wall, 4. rubber catena hole,
The steel chain, 6. chain two D ring, 7. the floating casing, 8. buoyancy tank end wall steel plate,
9. floating casing end D ring element, 10. joining shackle, 11. joining links, 12. end shackles.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described in more detail.
A kind of catena formula wind and wave resistance rubber buffering linkage of the present invention is provided with one or by consecutive rubber tile module (Fig. 1 or Fig. 2) together each other more than; Adopt not corrosion hardened steel material to hesitate and make the chain (Fig. 3) that forms; Rubber tile is provided with up and down or middle round 4, and chain was directly gone here and there the rubber tile circular hole and become whole link block (Fig. 5); Chain two be provided with D ring 6 and shackle 7 direct with floating casing end panel on D ring element 10 be connected (Fig. 6).The present invention adopts robber materials pre-formed, and the hard steel of the stainless erosion of chain strip adoption are hesitated and caused type, flexibly connect through mutual consecutive, shackle; The round of rubber tile is slightly larger than chain, leaves certain clearance between rubber tile and the rubber tile, guarantees the freely-movable of certain limit between its casing and casing.
As shown in Figure 1, be a catena formula rubber buffering linkage, be provided with mutual consecutive rubber tile 1 together more than one or, cross the rubber tile module (Fig. 1) that is superimposed by some steel chain strings; By the D at steel chain two ring 6, joining shackle 7 links closely firmly with D ring element on the front sheet of floating casing.The present invention can adopt robber materials and fall into needed specification rubber sheet through model according to actual needs, three arranges circular holes so that catena connects down during every block of rubber tile is provided with.Bigger chain leaves the certain interval that the steel chain string crosses and guarantees that chain is free to slide when rubber tile punches, and guarantees the anti-twist of casing and contending with property kilter.
Round under in being provided with between rubber tile and the rubber sheet is crossed the rubber buffer board module that is superimposed by many steel chain strings and is formed linkage (Fig. 1); Be provided with D ring 6 at two of every steel chain, through shackle 7 with the D ring element of D ring and floating casing end link closely firmly (Fig. 6).
The present invention is provided with D ring element 10 and channel plate and the guardrail of D ring 6, joining shackle 7, the casing end of lordosis '＞' shape rubber-buffer 2, steel chain 5, chain and forms; The rubber buffer board is to adopt the robber materials molding to fall into the plate of specification, and punching conspires to create the integrated buffer module according to the catena needs.
As shown in Figure 6; It is a catena formula rubber buffering linkage; The buffering flexible linkage that it adopts rubber precast plate, steel link chain to be connected in series; By two D type 6 of chain, joining shackle 7, link closely firmly with D ring element 10 on the two buoyancy tank front sheets, make and cushion in the D type member of end steel plate that link block is closely buckled in two floating casings and leave certain gap, make linkage have bigger safety stock.Every rubber buffer is all through the prefabricated finished product of raw material, and through safe resistance to compression check aftershaping, it is strong to have monoblock property, and flexibility is good, intensity is high, and compressive resistance is big, characteristics such as good endurance.
Like Fig. 3, described steel link chain is the chain ring forming that adopts corrosion resistance and have certain intensity and hardness, and according to the motoricity of the gravity and the wave of two tanks, after model testing, hesitating to make according to required chain thickness, size specification forms.
Like Fig. 4; Described flexible connection shackle; Comprise that joining shackle, end open link, D hold suspension ring, two suspension ring are individually fixed in and link closely on two D ring elements firmly, and two joining shackles are connected on two suspension ring; End open link links to each other two joining shackles, between casing and rubber buffer board, leaves gap buffer.
On the linkage module, be provided with channel plate and protective guard, described channel plate and protective guard are that stainless steel products or woodwork form.
But its rubber tile, steel chain strange land are prefabricated, transport on the spot and assemble, and debugging and detecting is carried out corresponding physical experiments, solid strength and compression test in the previous work stage, further improves the safety and the reliability of buffering linkage.
More than explanation of the present invention and accompanying drawing; Be merely instantiation of the present invention; Be not to limit to the present invention with this, therefore, all and structure of the present invention, device, construction, characteristic, function of use etc. are approximate, identical; Be all, all still belong within the scope of patent protection of the present invention according to being equal to of doing of patent claim of the present invention or modification etc.
Claims (6)
1. catena formula wind and wave resistance rubber buffering linkage is characterized in that: described a kind of catena formula wind and wave resistance rubber buffering linkage is provided with more than one or one the rubber tile that is prefabricated into robber materials together of consecutive each other; The chain that adopts the casting of not corrosion hardened steel material to form; Rubber tile is provided with circular hole up and down; Circular hole is slightly larger than chain and leaves the gap that horizontally slips; Chain was directly gone here and there the rubber tile circular hole and was formed the integral bonding attachment module, and chain two is provided with the D ring, butts up against button jail on the two floating cabinet end side plate D ring elements by joining shackle; Leave the gap between rubber tile and the rubber tile, allow each rubber tile to horizontally slip and push, form accordion and draw the bellows type flexible connecting device.
2. a kind of catena formula wind and wave resistance rubber buffering linkage according to claim 1, it is characterized in that: described rubber tile is provided with at the face of heading sea＞the shape buffer body.
3. a kind of catena formula wind and wave resistance rubber buffering linkage according to claim 2, it is characterized in that: the upper deck place of the described face of heading sea is provided with the arc wave wall.
4. a kind of catena formula wind and wave resistance rubber buffering linkage according to claim 1 is characterized in that: be provided with joining shackle between described steel chain and the floating casing.
5. a kind of catena formula wind and wave resistance rubber buffering linkage according to claim 1 is characterized in that: described D encircles on the front sheet that a side is fixed in the floating casing.
6. catena formula wind and wave resistance rubber buffering linkage according to claim 1 is characterized in that: described catena formula wind and wave resistance rubber buffering linkage, be provided with passage, and passage adopts the passage of lightweight steel construction or wood materials construction and is provided with protective guard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110282453.4A CN102444106B (en) | 2011-09-19 | 2011-09-19 | Chained wind wave resistant rubber buffering connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110282453.4A CN102444106B (en) | 2011-09-19 | 2011-09-19 | Chained wind wave resistant rubber buffering connecting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102444106A true CN102444106A (en) | 2012-05-09 |
| CN102444106B CN102444106B (en) | 2014-09-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201110282453.4A Active CN102444106B (en) | 2011-09-19 | 2011-09-19 | Chained wind wave resistant rubber buffering connecting device |
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| CN (1) | CN102444106B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103559383A (en) * | 2013-09-30 | 2014-02-05 | 上海交通大学 | Method for predicting and evaluating strong earthquake resistance of nuclear power station breakwater |
| CN104234002A (en) * | 2013-06-14 | 2014-12-24 | 赵彦杰 | Wave resistance device |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10252040A (en) * | 1997-03-12 | 1998-09-22 | Bridgestone Corp | Mooring device for large floating object |
| CN1482042A (en) * | 2002-09-11 | 2004-03-17 | 范贤汉 | Buoyancy tank type above-water amusement platform |
| CN200989279Y (en) * | 2006-12-13 | 2007-12-12 | 凌宝山 | Array type floating seawave power generator |
| CN201358438Y (en) * | 2009-02-13 | 2009-12-09 | 福建省交通科学技术研究所 | Floating shore connection device |
| CN101781884A (en) * | 2009-01-16 | 2010-07-21 | 彭宇纶 | Buffer structure |
| CN201816726U (en) * | 2010-09-06 | 2011-05-04 | 许是勇 | Structure of floating type multifunctional refuge harbor |
| CN202323866U (en) * | 2011-09-19 | 2012-07-11 | 许是勇 | Chain-clustering type storm-resistant rubber buffer connection device |
-
2011
- 2011-09-19 CN CN201110282453.4A patent/CN102444106B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10252040A (en) * | 1997-03-12 | 1998-09-22 | Bridgestone Corp | Mooring device for large floating object |
| CN1482042A (en) * | 2002-09-11 | 2004-03-17 | 范贤汉 | Buoyancy tank type above-water amusement platform |
| CN200989279Y (en) * | 2006-12-13 | 2007-12-12 | 凌宝山 | Array type floating seawave power generator |
| CN101781884A (en) * | 2009-01-16 | 2010-07-21 | 彭宇纶 | Buffer structure |
| CN201358438Y (en) * | 2009-02-13 | 2009-12-09 | 福建省交通科学技术研究所 | Floating shore connection device |
| CN201816726U (en) * | 2010-09-06 | 2011-05-04 | 许是勇 | Structure of floating type multifunctional refuge harbor |
| CN202323866U (en) * | 2011-09-19 | 2012-07-11 | 许是勇 | Chain-clustering type storm-resistant rubber buffer connection device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234002A (en) * | 2013-06-14 | 2014-12-24 | 赵彦杰 | Wave resistance device |
| CN103559383A (en) * | 2013-09-30 | 2014-02-05 | 上海交通大学 | Method for predicting and evaluating strong earthquake resistance of nuclear power station breakwater |
| CN103559383B (en) * | 2013-09-30 | 2017-01-18 | 上海交通大学苏北研究院 | Method for predicting and evaluating strong earthquake resistance of nuclear power station breakwater |
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| Publication number | Publication date |
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| CN102444106B (en) | 2014-09-03 |
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