CN205529731U - Prefabricated rubble book of adjustable intensity and modulus - Google Patents
Prefabricated rubble book of adjustable intensity and modulus Download PDFInfo
- Publication number
- CN205529731U CN205529731U CN201620056203.7U CN201620056203U CN205529731U CN 205529731 U CN205529731 U CN 205529731U CN 201620056203 U CN201620056203 U CN 201620056203U CN 205529731 U CN205529731 U CN 205529731U
- Authority
- CN
- China
- Prior art keywords
- rubble
- prefabricated
- modulus
- inner core
- book
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a prefabricated rubble book of adjustable intensity and modulus, it is outer to be polygonal geogrid web -like including the cross -section, sets up graded broken stone packing inner core in geogrid web -like skin, and the prefabrication rubble is rolled up both ends and is set up the end cover, sets up to arrange, apply along rubble book length direction in filling the inner core to answer tensile screw thread tension rail in advance. The utility model discloses rational in infrastructure, the cost is low, installation and convenient. The unfavorable rubble compacting of mainly used is local. The either end of a bridge can extensively be used for, railway, or the road bed of highway. Also can be used for urgent flood prevention.
Description
Technical field
This utility model relates to a kind of prefabricated rubble volume.
Background technology
Some ends of the bridge, railway, highway roadbed at, there is the place being unfavorable for that rubble is compacted, the roadbed treatment in these places is the most relatively difficult.
Summary of the invention
The purpose of this utility model is to provide a kind of rational in infrastructure, the prefabricated rubble volume of adjustable intensity easy for installation and modulus.
Technical solution of the present utility model is:
A kind of prefabricated rubble volume of adjustable intensity and modulus, it is characterized in that: include that cross section is polygonal GSZ web-like outer layer, graded broken stone is set in GSZ web-like outer layer and fills inner core, prefabricated rubble volume two ends arrange end cap, arrange the screw thread tension rail arranging, applying prestressed tension along rubble volume length direction in filling inner core.
Described polygon is hexagon.
This utility model is rational in infrastructure, and cost is low, installs and convenient.It is mainly used in the place of unfavorable rubble compacting.Can be widely applied to the roadbed of end of the bridge, railway, or highway.Can be used for urgent flood control.
Accompanying drawing explanation
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of one embodiment of this utility model.
Fig. 2 is end cap and screw thread tension rail schematic diagram.
Fig. 3 is use view of the present utility model.
Detailed description of the invention
A kind of prefabricated rubble volume of adjustable intensity and modulus, it is polygonal GSZ web-like outer layer 1 including cross section, graded broken stone is set in GSZ web-like outer layer and fills inner core 2, prefabricated rubble volume two ends arrange end cap 3, arrange the screw thread tension rail 4 arranging, applying prestressed tension along rubble volume length direction in filling inner core.
Described polygon is hexagon.
Manufacture method: being rolled into cross section with geotechnique's barrier is hexagonal roll.Internal filling graded broken stone.Two adds upper cover, middle by screw thread tension rail applying prestressed tension.The most prefabricated rubble is rolled up with regard to molding.The prefabricated rubble that can be made various intensity and modulus by adjustment macadam gradating and prestressed tension is rolled up.
Claims (2)
1. the prefabricated rubble volume of an adjustable intensity and modulus, it is characterized in that: include that cross section is polygonal GSZ web-like outer layer, graded broken stone is set in GSZ web-like outer layer and fills inner core, prefabricated rubble volume two ends arrange end cap, arrange the screw thread tension rail arranging, applying prestressed tension along rubble volume length direction in filling inner core.
The prefabricated rubble volume of adjustable intensity the most according to claim 1 and modulus, is characterized in that: described polygon is hexagon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620056203.7U CN205529731U (en) | 2016-01-21 | 2016-01-21 | Prefabricated rubble book of adjustable intensity and modulus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620056203.7U CN205529731U (en) | 2016-01-21 | 2016-01-21 | Prefabricated rubble book of adjustable intensity and modulus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205529731U true CN205529731U (en) | 2016-08-31 |
Family
ID=56767026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620056203.7U Active CN205529731U (en) | 2016-01-21 | 2016-01-21 | Prefabricated rubble book of adjustable intensity and modulus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205529731U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750572A (en) * | 2019-03-13 | 2019-05-14 | 岩土科技股份有限公司 | A kind of steelframe geotechnique frame is used for the construction method of dirt road base instead of block stone |
-
2016
- 2016-01-21 CN CN201620056203.7U patent/CN205529731U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750572A (en) * | 2019-03-13 | 2019-05-14 | 岩土科技股份有限公司 | A kind of steelframe geotechnique frame is used for the construction method of dirt road base instead of block stone |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103485281B (en) | A kind of construction method of assembled external transverse prestress hollow slab bridge | |
| CA2946531C (en) | Modified permanent cap | |
| UA95102C2 (en) | Hexagonal roadway system and traffic flow control | |
| DE69924777T2 (en) | Method for producing a track superstructure | |
| EP2623670A3 (en) | Ballastless railway track structure for rail vehicles | |
| CN205529731U (en) | Prefabricated rubble book of adjustable intensity and modulus | |
| EP3485089B1 (en) | Damping arrangement for tracks | |
| CN106498881B (en) | Highway corrugated guardrail Promotion Transformation method | |
| CN204266150U (en) | A kind of hard isolated column for old bridge dividing strip | |
| CN206352263U (en) | A kind of precompressed steel strand wires safety control | |
| CN201778276U (en) | Integrally assembled hollow slab bridge | |
| CN207032320U (en) | For subway station main body and the waterproof construction of accessory structure seam crossing | |
| CN203546578U (en) | Fabricated external transverse prestress hollow slab bridge | |
| CN105297612B (en) | The method that the cored slab frame bridge of globality and durability is improved using prestressing force | |
| CN204728189U (en) | Based on the bridge corrugated sheet box beam that full RPC is applied | |
| CN204644816U (en) | A kind of novel Semi-rigid Road Base Course | |
| CN203559353U (en) | Anchoring anti-loose double-insurance structure for suspension bridge main cable | |
| RU135656U1 (en) | DRAINAGE GEOCOMPOSIT AND BUILDING ELEMENT ON ITS BASIS | |
| CN204920982U (en) | Hoop prestressed reinforcement tunnel section of jurisdiction | |
| EP1039029A1 (en) | Railway track with means for fixing sleepers | |
| WO2009036990A1 (en) | Railway superstructure devices | |
| CN206070397U (en) | The system of inside and outside combination type prestressed wire cable strengthening cored slab | |
| CN203411877U (en) | Novel pavement | |
| EP1707676B1 (en) | Gantry made of extruded concrete | |
| CN213114671U (en) | A protector for inboard highway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191203 Address after: 210019 Room 209-38, 2nd floor, No. 18 East Street, Jialing River, Jianye District, Nanjing City, Jiangsu Province Patentee after: Nanjing Stardell Intelligent Technology Co., Ltd. Address before: Qidong City, Jiangsu province 226264 Nantong Huifeng Miao Jiao Industrial Park Nantong wandilai electromechanical Co Ltd Patentee before: Huang Hai |