CN204356735U - A kind of abysmal area sea wall equipment is laid and is used sand bedding bag - Google Patents
A kind of abysmal area sea wall equipment is laid and is used sand bedding bag Download PDFInfo
- Publication number
- CN204356735U CN204356735U CN201420698879.7U CN201420698879U CN204356735U CN 204356735 U CN204356735 U CN 204356735U CN 201420698879 U CN201420698879 U CN 201420698879U CN 204356735 U CN204356735 U CN 204356735U
- Authority
- CN
- China
- Prior art keywords
- bag
- sand bedding
- sea wall
- wall equipment
- filling mouth
- 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- Withdrawn - After Issue
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of abysmal area sea wall equipment laying sand bedding bag, it is characterized in that: comprise bag, the length of described bag is longer than laying work area width, bag is provided with the filling mouth being convenient to fill mortar.Compared with prior art, the utility model be applicable to more than depth of water 2m, wind-force <8 level, wave high≤2m, flow velocity 0 ~ 3m/s environment in construct, sand is laid by the impact not by tidal level in profundal zone, can all weather operations, and because it is for integral construction, so laying quality is high, efficiency of construction is high.
Description
Technical field
The utility model relates to a kind of abysmal area sea wall equipment laying sand bedding bag.
Background technology
Along with the growth of coastal cities population and the flourish of economy, land resources day is becoming tight, and therefore polder more and more seems particularly important.Because profundal zone exists, stormy waves is large, current anxious and the problem of disorder, and the based process method of traditional reclamation engineering first lays one deck woven cloth, then utilize packed rubble to suppress, but such method is difficult to ensure the quality of products, and efficiency of construction is low.
Utility model content
The utility model, for deficiency of the prior art, provides a kind of laying quality high, the abysmal area sea wall equipment laying sand bedding bag that efficiency of construction is high.
In order to solve the problems of the technologies described above, the utility model is solved by following technical proposals: a kind of abysmal area sea wall equipment laying sand bedding bag, it is characterized in that: comprise bag, the length of described bag is longer than laying work area width, bag is provided with the filling mouth being convenient to fill mortar.The utility model be applicable to more than depth of water 2m, wind-force <8 level, wave high≤2m, flow velocity 0 ~ 3m/s environment in construct, sand is laid by not by the impact of tidal level in profundal zone, can all weather operations, and because it is for integral construction, so laying quality is high, efficiency of construction is high.
In order to obtain better technique effect, above-mentioned bag adopts industrial sewing machine to make and forms, sutural material or the intensity identical with the material of described bag adopted is higher than the material of described bag, and between described suture and described bag, there is aberration, on described bag, be provided with the reinforced bands distributed along its length simultaneously.Sutural material or intensity identical with the material of described bag is to prevent bag in process of deployment from splitting at suture higher than the material of described bag, and to have aberration between suture and described bag be suture quality for the ease of checking suture.
As preferably, above-mentioned filling mouth is for protruding from the tubular structure of described bag, and described filling mouth adopts double-decker, when constructing, internal layer is filled mouth and fills in described bag.Adopt this programme, before construction, internal layer cuff is filled in bag, the loss of sand in work progress can be reduced.
As preferably, above-mentioned filling mouth is uniformly distributed on described bag, and described bag is no less than a described filling mouth in every 16 square metres.Said structure makes in the filling process everywhere that packing ratio is more even.
Compared with prior art, the beneficial effects of the utility model are: the utility model be applicable to more than depth of water 2m, wind-force <8 level, wave high≤2m, flow velocity 0 ~ 3m/s environment in construct, sand is laid by the impact not by tidal level in profundal zone, can all weather operations, and laying quality is high, efficiency of construction is high.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the longitudinal profile schematic diagram of the utility model embodiment 1.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
Embodiment 1, a kind of abysmal area sea wall equipment laying sand bedding bag, comprise bag 1, the length of described bag 1 is longer than laying work area width, bag is provided with the filling mouth 1a being convenient to fill mortar.
Wherein, above-mentioned bag 1 adopts industrial sewing machine to make and forms, sutural material or the intensity identical with the material of described bag 1 adopted is higher than the material of described bag 1, and between described suture and described bag 1, there is aberration, on described bag 1, be provided with the reinforced bands 1b distributed along its length simultaneously.
Above-mentioned filling mouth 1a is the tubular structure protruding from described bag 1, and described filling mouth 1a adopts double-decker, when constructing, internal layer is filled mouth and fills in described bag 1.
Above-mentioned filling mouth 1a is uniformly distributed on described bag 1, and described bag 1 is no less than a described filling mouth 1a in every 16 square metres.
When using the utility model to construct, its construction method comprises the following steps: a, make for filling husky sand bedding bag, and the length of this sand bedding bag is longer than laying work area 2 width; B, by described sand bedding bag by head part tiling be arranged on Working Ships, and except described by except head part, the remainder of described sand bedding bag is wound on described Working Ships, and in winding process, described sand bedding bag is stretching to guarantee that bag is straight in winding process toward both sides; C, Working Ships are located: mobile described Working Ships, to precalculated position, makes the bag head of described sand bedding bag put one end to described laying work area width; D, in described sand bedding bag wadding warp bath pulping after heap sand; E, after being laid in the sand bedding bag on described Working Ships and being all full of, described Working Ships moves along the width of described laying work area to the other end, and the full described sand bedding bag of filling is put into water until described sand bedding bag is layed in the width of described laying work area; F, repeat above-mentioned steps, be close to the described sand bedding bag laid and lay another sand bedding bag, the lap width of two adjacent described sand bedding bags more than 2 meters, until described laying work area has all been laid.
Claims (4)
1. sea wall equipment in abysmal area is laid and is used a sand bedding bag, and it is characterized in that: comprise bag (1), the length of described bag (1) is longer than laying work area width, bag is provided with the filling mouth (1a) being convenient to fill mortar.
2. a kind of abysmal area sea wall equipment laying sand bedding bag according to claim 1, it is characterized in that: described bag (1) adopts industrial sewing machine to make and forms, sutural material or the intensity identical with the material of described bag (1) adopted is higher than the material of described bag (1), and between described suture and described bag (1), there is aberration, on described bag (1), be provided with the reinforced bands (1b) distributed along its length simultaneously.
3. a kind of abysmal area sea wall equipment laying sand bedding bag according to claim 1 and 2, it is characterized in that: described filling mouth (1a) is for protruding from the tubular structure of described bag (1), and described filling mouth (1a) adopts double-decker, when constructing, internal layer is filled mouth and fill in described bag (1).
4. a kind of abysmal area sea wall equipment laying sand bedding bag according to claim 3, it is characterized in that: described filling mouth (1a) is uniformly distributed on described bag (1), and be no less than a described filling mouth (1a) in upper every 16 square metres of described bag (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420698879.7U CN204356735U (en) | 2014-11-20 | 2014-11-20 | A kind of abysmal area sea wall equipment is laid and is used sand bedding bag |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420698879.7U CN204356735U (en) | 2014-11-20 | 2014-11-20 | A kind of abysmal area sea wall equipment is laid and is used sand bedding bag |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204356735U true CN204356735U (en) | 2015-05-27 |
Family
ID=53258214
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420698879.7U Withdrawn - After Issue CN204356735U (en) | 2014-11-20 | 2014-11-20 | A kind of abysmal area sea wall equipment is laid and is used sand bedding bag |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204356735U (en) |
-
2014
- 2014-11-20 CN CN201420698879.7U patent/CN204356735U/en not_active Withdrawn - After Issue
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN209397587U (en) | A kind of single pile protection against erosion river bottom protection | |
CN203668885U (en) | Novel hydraulic reclamation mould bag | |
CN105369835A (en) | Sand quilt and offshore pile foundation anti-scouring treatment method applying sand quilt | |
CN202000357U (en) | Novel tailing filling fabricform damming device | |
CN104452665B (en) | Abyssal region seawall sand quilt laying method | |
CN103461228B (en) | Large-sized composite net enclosure | |
CN206157670U (en) | Asphalt concrete seepage prevention structure | |
CN205134303U (en) | Compound reinforced structure of soft base of ecological bamboo raft among road engineering of field | |
CN103485356B (en) | Overwater laying frame and method for filling sand pockets with same | |
CN102677627A (en) | Flexible siltation-promoting scouring-preventing device and installation method thereof | |
CN104594291B (en) | A kind of soft raft mattress sinking construction method that can improve mattress sinking smooth degree | |
CN204356735U (en) | A kind of abysmal area sea wall equipment is laid and is used sand bedding bag | |
CN204356731U (en) | A kind of abysmal area sea wall sand is laid equipment | |
CN104612128A (en) | Vacuum preloading reinforcement construction method applicable to underwater silt environment | |
CN103233447B (en) | High concrete face rockfill dam seismic strengthening structure and construction method thereof | |
CN203741782U (en) | Multi-section face plate structure of high concrete faced rockfill dam | |
CN206635722U (en) | Side slope geotechnical fabric bag slope protection device | |
CN104452649A (en) | Abyssal region seawall sand quilt laying equipment | |
CN105256763A (en) | Diking method based on bamboo raft frame structure | |
CN209741783U (en) | Opposite-pull type sand gravel water retaining guide wall | |
CN103609494B (en) | Connection method for seashore and netting gear net | |
CN203924089U (en) | For the pile foundation of offshore wind farm facility | |
CN108930255B (en) | Construction method of reclamation channel | |
CN103598127B (en) | Method of fitting large fishing tackle net between two shores | |
CN205188909U (en) | Lake prevention of seepage spacer body |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20150527 Effective date of abandoning: 20191128 |