CN204401594U - A kind of floating mat device for laying geotextile - Google Patents
A kind of floating mat device for laying geotextile Download PDFInfo
- Publication number
- CN204401594U CN204401594U CN201420802472.4U CN201420802472U CN204401594U CN 204401594 U CN204401594 U CN 204401594U CN 201420802472 U CN201420802472 U CN 201420802472U CN 204401594 U CN204401594 U CN 204401594U
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- China
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- truss
- cystosepiment
- floating mat
- mat device
- geotextile
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Abstract
The utility model belongs to geotextile and arranges equipment technical field, particularly relates to a kind of floating mat device for laying geotextile.Comprise the first truss and second truss of setting parallel to each other, side by side erection has multiple cystosepiment between, along its length, and the two ends of cystosepiment embed in the first truss and the second truss respectively, its bottom surface is higher than the plane at the first truss and place, the second truss bottom; The first truss and the second truss between the two also erection have the connection bandage of multiple metal material, the two ends connecting bandage respectively with the first truss and the second truss is affixed, middle part is pressed on cystosepiment surface.The utility model provides a kind of floating mat device for laying geotextile of structure design advantages of simple, conduct oneself with dignity less and cost is low, can in the movement smoothly of mud scum district under external force traction, reduce difficulty of construction, improve efficiency of construction, the planeness of constructing can being ensured, guaranteeing the safety of constructor when constructing.
Description
Technical field
The utility model belongs to geotextile and arranges equipment technical field, particularly relates to a kind of floating mat device for laying geotextile.
Background technology
In the reclaimed ground process of harbour, geotextile is laid as the bed course pressing close to mud face, is used widely.Current conventional method employing manually enters processing region in a large number and lays.But along with the fast development of port construction, often after hydraulic reclamation completes, namely launch geotextile without airing and precipitation to lay, because mud face is softer during artificial laying, often have the mud scum of about 2.5m, cannot carry out laying and potential safety hazard is comparatively large, efficiency is also relatively lower, often causes programming slower at all.Construction area is softer simultaneously, and laying geotextile, through manually trampling easy fold, not only can not ensure that construction planeness causes material unaccounted-for (MUF) simultaneously, increase construction cost.Therefore, the device providing a kind of auxiliary geotextile to lay becomes and becomes more and more important.
Utility model content
The utility model for solve in known technology the technical problem that exists and provide that a kind of structure is simple, simple operation, lifting lay planeness and lay efficiency, reduce the floating mat device for laying geotextile of cost of labor and potential safety hazard.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of floating mat device for laying geotextile comprises the first truss and second truss of setting parallel to each other, side by side erection has multiple cystosepiment between, along its length, and the two ends of cystosepiment embed in the first truss and the second truss respectively, its bottom surface is higher than the plane at the first truss and place, the second truss bottom; The first truss and the second truss between the two also erection have the connection bandage of multiple metal material, the two ends connecting bandage respectively with the first truss and the second truss is affixed, middle part is pressed on cystosepiment surface.
Advantage of the present utility model and good effect are: the utility model provides a kind of floating mat device for laying geotextile of structure design advantages of simple, conduct oneself with dignity less and cost is low, can in the movement smoothly of mud scum district under external force traction, the construction area softer for soil property creates execution conditions, reduces difficulty of construction, improves efficiency of construction; The planeness of constructing can be ensured, efficiently solve and manually repeatedly trample the problem causing geotextile fold, reduce spillage of material, reduce material cost; Avoid construction operation personnel directly to enter mire construction, the similar life raft of floating mat, reduces potential safety hazard further, ensure that the construction safety of constructor simultaneously.
Preferably: described first truss and the second truss comprise two of arranging up and down channel-section steel parallel to each other separately, and between two channel-section steels, erection is connected with multiple junction plate along its length; The end of cystosepiment embeds in the gap between two channel-section steels.
Preferably: cystosepiment comprises the cuboid part being positioned at below and the bucking ladder part being positioned at top, and the two ends of cuboid part embed in the gap between two channel-section steels.
Preferably: the two ends connecting bandage adopt bolt and the first truss and the second truss is affixed is connected.
Preferably: cystosepiment is poly-third ethene material, and density is 1.3-1.5g/cm
3, be of a size of long 2.4m, wide 1.2m, high 0.4m.
Accompanying drawing explanation
Fig. 1 is fragmentary top TV structure schematic diagram of the present utility model;
Fig. 2 is side-looking structural representation of the present utility model;
Fig. 3 is the main TV structure schematic diagram in local of the present utility model;
Fig. 4 is the plan structure schematic diagram of the utility model using state.
In figure: 1, the first truss; 2, cystosepiment; 3, bandage is connected; 4, the second truss; 5, junction plate; 6, channel-section steel; 7, wirerope; 8, hoist engine.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples and be described in detail as follows:
Refer to Fig. 1 to Fig. 3, the utility model comprises the first truss 1 and the second truss 4 of setting parallel to each other, side by side erection has multiple cystosepiment 2 between, along its length, and the two ends of cystosepiment 2 embed in the first truss 1 and the second truss 4 respectively, its bottom surface is higher than the plane at place, both the first truss 1 and the second truss 4 bottom.Above-mentioned two truss provide the basic framework of a floating mat device, and this basic framework is for be supported on mud scum ground and to provide the support platform of each cystosepiment 2.The bottom surface arranging cystosepiment 2 higher than the advantage of place plane bottom two truss is: prevent cystosepiment 2 and ground friction in construction from damaging.
In the present embodiment, cystosepiment 2 is poly-third ethene material, and density is 1.3-1.5g/cm
3, when this material ensures that total quality is less, there is enough support strengths.Size aspect, the size of cystosepiment 2 is selected by the actual demand of job site, and generally the length of cystosepiment 2 is 2.4m, width is 1.2m, highly for 0.4m.
The first truss 1 and the second truss 4 between the two also erection have the connection bandage 3 of multiple metal material, the two ends connecting bandage 3 respectively with the first truss 1 and the second truss 4 is affixed, middle part is pressed on cystosepiment 2 surface.Connecting bandage 3 to deviate from work progress for preventing cystosepiment 2, in order to promote the convenience of maintenance maintenance, the two ends connecting bandage 3 being set in the present embodiment and adopting bolt and the first truss 1 and the second truss 2 is affixed is connected.It is envisioned that other connected mode can also be adopted to realize connecting fixing, as being welded to connect between bandage 3 and truss.
In the present embodiment, both first truss 1 and the second truss 4 comprise two of arranging up and down channel-section steel 6 parallel to each other separately, between two channel-section steels 6, erection is connected with multiple junction plate 5 along its length, junction plate 5 adopts the modes such as welding to be connected with the channel-section steel 6 of truss is affixed, and now the end of cystosepiment 2 embeds in the gap between two channel-section steels 6.
Further, cystosepiment 2 can be set to following concrete shape: comprise the cuboid part being positioned at below and the bucking ladder part being positioned at top, two parts are one-body molded to be obtained, the two ends of cuboid part embed in the gap between two channel-section steels 6, and the top planes of bucking ladder part forms the supporting surface of whole floating mat device.
Fig. 4 is the plan structure schematic diagram of using state, concrete mode of operation can be found out: on first truss 1 or the second truss 4 of this floating mat device, connect multiple wirerope 7, each wirerope 7 is connected to a running block, separately establish a hoist engine 8, this hoist engine 8 controls running block transverse shifting, drives whole floating mat device lateral to move.
Veneer is laid as the scope of operation in floating mat device top.There is provided power by hoist engine 8 during the construction of floating mat device laying geotextile, floating mat device is as the supporting body of geotextile, and geotextile is laid along with floating mat moves simultaneously.In laying construction, geotextile is loaded on floating mat device, one end of sand pocket and geotextile is bundled and transfers fixing, opposite wire rope hoist 8, reels wirerope 7 by hoist engine 8 and move floating mat device, transfer geotextile simultaneously and launch to lay.
Claims (5)
1. the floating mat device for laying geotextile, it is characterized in that: the first truss (1) and the second truss (4) that comprise setting parallel to each other, side by side erection has multiple cystosepiment (2) between, along its length, and the two ends of cystosepiment (2) embed in the first truss (1) and the second truss (4) respectively, its bottom surface is higher than the plane at place bottom both the first truss (1) and the second truss (4); The first truss (1) and the second truss (4) between the two also erection have the connection bandage (3) of multiple metal material, the two ends connecting bandage (3) respectively with the first truss (1) and the second truss (4) is affixed, middle part is pressed on cystosepiment (2) surface.
2. as claimed in claim 1 for the floating mat device of laying geotextile, it is characterized in that: described first truss (1) and the second truss (4) both comprise two of arranging up and down channel-section steel (6) parallel to each other separately, between two channel-section steels (6), erection is connected with multiple junction plate (5) along its length; The end of cystosepiment (2) embeds in the gap between two channel-section steels (6).
3. as claimed in claim 2 for the floating mat device of laying geotextile, it is characterized in that: cystosepiment (2) comprises the cuboid part being positioned at below and the bucking ladder part being positioned at top, and the two ends of cuboid part embed in the gap between two channel-section steels (6).
4. the floating mat device for laying geotextile as described in any one of claims 1 to 3, is characterized in that: the two ends connecting bandage (3) adopt bolt and the first truss (1) and the second truss (4) is affixed is connected.
5. the floating mat device for laying geotextile as described in any one of claims 1 to 3, is characterized in that: cystosepiment (2) is poly-third ethene material, and density is 1.3-1.5g/cm
3, be of a size of long 2.4m, wide 1.2m, high 0.4m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420802472.4U CN204401594U (en) | 2014-12-17 | 2014-12-17 | A kind of floating mat device for laying geotextile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420802472.4U CN204401594U (en) | 2014-12-17 | 2014-12-17 | A kind of floating mat device for laying geotextile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204401594U true CN204401594U (en) | 2015-06-17 |
Family
ID=53425470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420802472.4U Expired - Fee Related CN204401594U (en) | 2014-12-17 | 2014-12-17 | A kind of floating mat device for laying geotextile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204401594U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274980A (en) * | 2015-10-20 | 2016-01-27 | 中国铁建港航局集团有限公司 | Geotextile laying method for soft foundation treatment construction of dredger fill area |
-
2014
- 2014-12-17 CN CN201420802472.4U patent/CN204401594U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274980A (en) * | 2015-10-20 | 2016-01-27 | 中国铁建港航局集团有限公司 | Geotextile laying method for soft foundation treatment construction of dredger fill area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150617 Termination date: 20211217 |