CN85203403U - Temporary paving - Google Patents
Temporary paving Download PDFInfo
- Publication number
- CN85203403U CN85203403U CN 85203403 CN85203403U CN85203403U CN 85203403 U CN85203403 U CN 85203403U CN 85203403 CN85203403 CN 85203403 CN 85203403 U CN85203403 U CN 85203403U CN 85203403 U CN85203403 U CN 85203403U
- Authority
- CN
- China
- Prior art keywords
- shoal
- rut
- special
- seashore
- semicircular cylinder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
Abstract
The utility model relates to an apparatus for the road surfaces of shores and shoals, which is used to build the road surfaces of the ferries of the shores and the shoals. The utility model is composed of a shore part, a shoal part, a special rut, a special semicylinder transitional connecting device, etc. The utility model is connected as an integral bridge section, and is suitable for road paving on soft soil and the sea base which is easy to be liquefied. Vehicles can travel on the road surface steadily and reliably. The impact vibration of loading is buffered or lightened, the sea base is prevented from being malignantly broken, and vehicles are guaranteed to pass through the road continuously or repeatedly. Besides, the utility model can be erected artificially when a crane is not available.
Description
The present invention is a kind of be used to overcome bank, shoal, constructs the organic roadway equipment of ferry road approach.
Till the present invention, relevantly overcome bank, shoal pavement equipment and only find that civil engineering test room of USN (Naval Civil Engineering Laba-ratory-NCEL) has developed the uncommon cylinder (six lobe cylinders) in a kind of Shandong, " The Rush Roll " is referring to " The Military Engineer " 1962.5-6 vol 54, it can make vehicle cross muddy terrain and reach hard ground from floating wharf, guarantees to have the dry path and the road surface of can paddling.But the main shortcoming of this equipment is that volume is big, and heaviness is not easy to set up operation.
Overcome bank, the shoal is one of difficult point in the assault river-crossing, at present many countries are being studied in the exploration, China is general in the past to adopt pioneer expedients to construct the ferry road approach, adopts a cubic metre of earth and stone operation sometimes, time-consuming, affects the work adversely and opportunity of combat.
The purpose of this invention is to provide a kind of organic roadway equipment.Base, the beach section that this equipment can make various vehicles overcome soft soil property and be easy to liquefy, it can protect base, beach section to be unlikely pernicious destruction, can guarantee that again vehicle steadily reliably passes through continuously repeatedly, and volume is little, and is in light weight, is convenient to set up.
The present invention is such concept design, and it mainly is made of three parts, the one, and as bed course, the seashore rut of steel is as superstructure by double-deck silk fabric air cushion for seashore part, this part.The 2nd, the shoal part, this part is made of enclosed steel semicircular cylinder float structure, two parts are coupled together with special-purpose rut and special-purpose semicircular cylinder transition apparatus constitute the rigid structures organic roadway equipment, form whole bridge section, lay the road surface on the beach base that just can be suitable for soft soil property and be easy to liquefy, when vehicle travels, can alleviate the impact shock of load thereon, steadily reliable, and guarantee that the beach base is unlikely pernicious destruction.
The present invention has following advantage, seashore partly adopts double-deck silk fabric air cushion as bed course, inflate in use, the seashore rut is steel, and is in light weight, easy to connect, the shoal part is made of closed steel semicircular cylinder float structure, semicircular cylinder top is the plane, and the bottom is a circular arc, and inside has the sealing steel welded construction of strong skeleton.Two semicircular cylinders can be built up cylinder, it is convenient to roll, and can manually set up.
Center of the present invention technology and advantage can further be described in detail from following accompanying drawing:
Fig. 1 is that bank, shoal pavement equipment set up into whole bridge section composite figure schematic diagram.
Fig. 2 is double-deck silk fabric air cushion image figure.
Fig. 3 is Fig. 2 A-A sectional drawing.
Fig. 4 is seashore rut image figure.
Fig. 5 is that special-purpose rut is connected image figure with special-purpose semicircular cylinder.
Fig. 6 is semicircular cylinder image figure.
Fig. 7 is semicircular cylinder travel position image figure.
Fig. 1 is that bank, shoal pavement equipment set up into whole bridge section composite figure schematic diagram.Wherein the seashore equipment is made up of springboard 1, seashore rut 2, double-deck silk fabric air cushion 3, mule and horse guidance tape 4.The shoal equipment is connected with semicircular cylinder 8 with the bridge of boats by semicircular cylinder 7 and forms.Special-purpose rut 5 and special-purpose semicircular cylinder 6 constitute the transition apparatus of one in order to bank, shoal are combined into whole bridge section.
Referring to Fig. 2, Fig. 3, seashore partly adopts pluse cloth to make double-deck silk fabric air cushion, and double-deck silk fabric air cushion is to stick into a rectangle obturator by two kinds of silk fabrics behind gluing.Internal layer is the double-deck silk fabric 13 that 58022 Polyamide Yarns are woven into, and skin is 732 polyamide fibre silk adhesive plasters 14.Need to chew 10 by inflation during use and charge into air, pressing in air cushion is charged to is 0.5 kilograms per centimeter
2Pressure, brocade silk 13 is erect between the double-deck silk fabric in inflation back, plays skeleton function.
On double-deck silk fabric air cushion, be provided with special-purpose rut retainer ring 9, seashore rut and double-deck silk fabric air cushion can be fixed, link to each other with ears 12 by monaural 11 after two adjacent air cushion marshallings, constitute the bed course of seashore rut.
For the bearing area of beach base, cushion and alleviated the impact shock of load when the main effect of double-deck silk fabric air cushion is the carrying of expansion seashore rut, protection beach base is unlikely to pernicious destruction.
The seashore rut as shown in Figure 4, it is that seashore partly bears the outer main member that carries.This member is the integrally closed steel slab and girder that is welded, the inner intersection by many flanging longerons 19, crossbeam 20 formed, each rut longitudinally is linked to be a rut road by two seashore rut monaurals 16, the ears 15 that latch adjoins two-phase during use, and side direction is welded with mule and horse guidance tape socket 17 and air cushion engaging lug 18.
The shoal part as shown in Figure 6, its adopts Hi-Stren steel to make closed semicircular cylinder float structure, two semicircular cylinders can close and build up cylinder, it is convenient to roll, and can manually set up.The similar hemicycle cylinder of laying across of shoal semicircular cylinder profile.Top is the plane, i.e. the current portion of rut; The bottom is an arc, places on the beach or keeps afloat.Whole semicircular cylinder has the airtight steel welded construction of strong skeleton.Skeleton is made up of flanging longeron 29, flanging crossbeam 30 and gusset plate 31.
The both sides of semicircular cylinder are welded with single journal stirrup 25, middle journal stirrup 27, two journal stirrup 28.The junction plate 26 of easy accessibility is equipped with at two ends, in order to connect two adjacent cylinders.
Fig. 5 is that special-purpose rut is connected image figure with special-purpose semicircular cylinder transition apparatus, it can be linked to be whole bridge section with the shoal part with the seashore part, special-purpose rut 5 is connected as a single entity by monaural 23, ears 24 with special-purpose semicircular cylinder 6,23 of left end monaural 22, the ears of special-purpose rut can partly link to each other with seashore, the right-hand member of special-purpose semicircular cylinder is welded with the engaging lug identical with semicircular cylinder, connects the back and constitutes whole bridge section.
Fig. 7 represents the semicircular cylinder travel position, two semicircular cylinders are closed be stacked as cylinder, cylinder is placed on the chock in the railway carriage, two ends of cylinder all use 4 reconcilable special bolts to interfix, the tailstock is fixed cylinder and transport vehicle with tightening tool 33, and is fixing with 4 pairs of tightening devices 32 before and after the both sides, compartment.
The introduction of the invention described above should not constitute the restriction to invention scope, it is example as a kind of optimum implementation, the change of other situation also is possible, look bank, shoal situation, it also is feasible that the shoal pavement equipment is used to overcome seashore, as long as various connectors are connected firmly, constitute whole bridge section, can obtain same effect.
Claims (5)
1, a kind of bank, shoal pavement equipment, it is characterized in that by double-deck silk fabric air cushion as bed course, the seashore rut of steel is as the seashore part of superstructure, the shoal part of enclosed steel semicircular cylinder float structure, both connect into rigid structures by a transition apparatus of being made up of special-purpose rut and special-purpose semicircular cylinder with above-mentioned two parts, constitute organic roadway equipment.
2, it is characterized in that according to the described bank of claim 1, shoal pavement equipment double-deck silk fabric air cushion is made of as the housing inner lining material brocade double-deck silk fabric of silk and bright and beautiful silk.
3, it is characterized in that by the described bank of claim 1, shoal pavement equipment the seashore rut member of steel is welded by alloy-steel plate, surface layer is welded with the anti-skidding reinforcing bar that can supply various vehicles directly to pass through on top.
4, it is characterized in that enclosed steel semicircular cylinder float structure by the described bank of claim 1, shoal pavement equipment, semicircular cylinder is welded by support frame and alloy-steel plate, and two semicircular cylinders close to gather into folds and fixedly become a cylinder.
5, it is characterized in that by the described bank of claim 1, shoal pavement equipment structure is that the special-purpose rut of one and the form of structure of the transition apparatus of special-purpose semicircular cylinder composition can be connected with the shoal semicircular cylinder with the seashore rut, and be fixed into rigid structures with two latches respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 85203403 CN85203403U (en) | 1985-08-12 | 1985-08-12 | Temporary paving |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 85203403 CN85203403U (en) | 1985-08-12 | 1985-08-12 | Temporary paving |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN85203403U true CN85203403U (en) | 1986-08-13 |
Family
ID=4798978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 85203403 Withdrawn CN85203403U (en) | 1985-08-12 | 1985-08-12 | Temporary paving |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN85203403U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102806983A (en) * | 2012-08-02 | 2012-12-05 | 青岛光明环保技术有限公司 | Inflating device for operation in shoal environment |
| CN103074838A (en) * | 2013-01-29 | 2013-05-01 | 常熟南师大发展研究院有限公司 | Device for allowing vehicle to go out of sludge pit |
| CN105780621A (en) * | 2014-12-16 | 2016-07-20 | 湖北华舟重工应急装备股份有限公司 | Assembly and disassembly type composite material pavement |
| CN106192661A (en) * | 2016-08-11 | 2016-12-07 | 潘远蕻 | Portable gas levels up platform |
| CN109457570A (en) * | 2019-01-03 | 2019-03-12 | 中交公局第工程有限公司 | One kind crossing crossing device convenient for precasting yard portal jib crane |
| CN110219221A (en) * | 2019-05-20 | 2019-09-10 | 国家电网有限公司 | A method of temporary pavement is laid with using the paving receiving apparatus on interim splicing road surface |
-
1985
- 1985-08-12 CN CN 85203403 patent/CN85203403U/en not_active Withdrawn
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102806983A (en) * | 2012-08-02 | 2012-12-05 | 青岛光明环保技术有限公司 | Inflating device for operation in shoal environment |
| CN102806983B (en) * | 2012-08-02 | 2015-02-11 | 青岛光明环保技术有限公司 | Inflating device for operation in shoal environment |
| CN103074838A (en) * | 2013-01-29 | 2013-05-01 | 常熟南师大发展研究院有限公司 | Device for allowing vehicle to go out of sludge pit |
| CN103074838B (en) * | 2013-01-29 | 2015-06-17 | 常熟南师大发展研究院有限公司 | Device for allowing vehicle to go out of sludge pit |
| CN105780621A (en) * | 2014-12-16 | 2016-07-20 | 湖北华舟重工应急装备股份有限公司 | Assembly and disassembly type composite material pavement |
| CN106192661A (en) * | 2016-08-11 | 2016-12-07 | 潘远蕻 | Portable gas levels up platform |
| CN109457570A (en) * | 2019-01-03 | 2019-03-12 | 中交公局第工程有限公司 | One kind crossing crossing device convenient for precasting yard portal jib crane |
| CN110219221A (en) * | 2019-05-20 | 2019-09-10 | 国家电网有限公司 | A method of temporary pavement is laid with using the paving receiving apparatus on interim splicing road surface |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Russell et al. | Portable and rapidly deployable bridges: Historical perspective and recent technology developments | |
| CN85203403U (en) | Temporary paving | |
| CN105775052B (en) | Double scalable gasbag-type floating decks of ship | |
| US20070234490A1 (en) | Mobile compression and tension bridge and shelter structure | |
| CN108316126A (en) | A kind of mechanized bridge can mortise transfer bridge across | |
| GB941569A (en) | Improvements in or relating to mobile bridge units | |
| CN201362368Y (en) | Combined type helicopter moving flight platform | |
| CN107841937B (en) | Light Zhang Xianqi bearing bridge | |
| CN204325843U (en) | A kind of Novel airbag type pavement equipment | |
| CN101225634B (en) | Lightweight high-strength pavement equipment | |
| CN107137829A (en) | A kind of vehicular traffic mechanization rescue cloud bridge and rescue mode | |
| CN210766340U (en) | Air bag floating bridge convenient to disassemble and assemble | |
| CN219315477U (en) | Rapidly erected assembled inflatable bridge | |
| JP5709663B2 (en) | How to build a temporary bridge | |
| Ehrlich | A DYNAMIC VEHICLE SYSTEM | |
| CN113846544B (en) | Crawler-type mechanized trestle and erection method thereof | |
| CN100491640C (en) | Track traffic and urban road integrated tie arch bridge | |
| CN211171554U (en) | Bridge structure | |
| CN111321678B (en) | Steel shed tunnel structure convenient for rapid forming on transportation site and construction method | |
| CN219133765U (en) | Vehicle body structure of combined amphibious vehicle | |
| CN216427969U (en) | Novel beam slab bridge structure | |
| CN217536681U (en) | Assembling support of large-tonnage steel-concrete combined cross beam of cable-stayed bridge cable tower | |
| Barber | Pavement design for port areas | |
| CN111549644A (en) | Do benefit to steel temporary bridge by oneself of quick current mediation of actual combat | |
| Ueno et al. | Prefabricated supporting bridging systems |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
| RN01 | Renewal of patent term | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |