CN205152888U - An anchor bag and a concrete interlocking software volleyball association body structure - Google Patents

An anchor bag and a concrete interlocking software volleyball association body structure Download PDF

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Publication number
CN205152888U
CN205152888U CN201520894521.6U CN201520894521U CN205152888U CN 205152888 U CN205152888 U CN 205152888U CN 201520894521 U CN201520894521 U CN 201520894521U CN 205152888 U CN205152888 U CN 205152888U
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China
Prior art keywords
bag
anchoring
reinforced bands
concrete
soft raft
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Active
Application number
CN201520894521.6U
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Chinese (zh)
Inventor
单志浩
夏宪忠
张文虎
周玉社
徐少南
张赛生
郭战军
吴晓南
谭必五
李少俊
张才俊
毛旭东
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Shanghai Waterway Bureau Co., Ltd., China Traffic
Original Assignee
SHANGHAI COMMUNICATIONS CONSTRUCTION GENERAL CONTRACTING Ltd
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Priority to CN201520894521.6U priority Critical patent/CN205152888U/en
Application granted granted Critical
Publication of CN205152888U publication Critical patent/CN205152888U/en
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Abstract

An anchor bag and a concrete interlocking software volleyball association body structure, its anchor bag adds the muscle area what length direction made up a plurality of equipartitions, every adds muscle area two -layer face along the bag body about and makes up the formation round, should add the muscle area adds muscle area pull ring what the extension was made up to bag body afterbody, what a plurality of equipartitions were made to the aspect on the anchor bag irritates the sand mouth, concrete interlocking piece software arrange including arrange with fixed ballast at the last concrete piece of interlocking, it is arranged first arranging and goes up fixed making up and add the corresponding muscle area pull ring that adds of muscle area pull ring with anchor bag afterbody, and should tie up fixed connection anchor bag afterbody with muscle area pull ring through the rope. The utility model discloses utilizing the anchor bag to fill behind the sandpipe bag and arranging the body to the abrupt slope and arrange the first place and put and carry out the anchor, avoid concrete interlocking piece to arrange the body and slide to the toe and move, the row's of assurance body accomplishes smoothly that the slope is steep, the construction is arranged to the relatively poor construction region's of geology river bottom protection software. Can't attach to the abrupt slope owing to arrange the body, need to row head to the top of slope inboard increase arrange body size and bring extra cost is reduced.

Description

Anchoring bag and concrete interlocking segment soft raft conjuncted structure
Technical field
The utility model relates to and protects beach bed protection structure, particularly a kind of anchoring bag and concrete interlocking segment soft raft conjuncted structure in a kind of corral engineering, channel revetment, waterway regulation works.
Background technology
In current domestic corral engineering, channel revetment, port and pier, waterway regulation works work progress, most employing sand ribbed soft mattress or concrete locking plate carry out bank protection and protect beach improvement.Especially, in water conservancy corral project implementing process, before sandstone charging pipe bag levee body rib body is implemented, all adopt sand ribbed soft mattress or concrete locking plate isostere to protect beach in advance, and then implement sandstone charging pipe bag rib body earthwork construction.
Along with the progress of society and the development of engineering, Coastal beach corral engineering, port and pier engineering, waterway regulation works are expanded to deepwater regions by shallow water area gradually, construction environment is also more and more severe, and the depth of water of corral engineering can reach more than 10m, and waterway regulation works current reach 7m/s.Due to water depth increases, flow velocity is accelerated, and alluvial of washing away in various degree changes to cause beach face to occur, the beach face of construction area presents many beaches multiple-grooved general layout.There is the obvious abrupt slope gradient and be greater than 1:3 in part construction area, and beach face geology is poor, and mud is thicker, cause concrete locking plate soft raft effectively cannot be attached to beach face, cause isostere slippage, bring great difficulty of construction to engineering construction, suffer certain economic loss simultaneously.
Therefore, under this severe working condition, adopt conventional boats and ships of arranging directly to implement soft raft laying construction and cannot adapt to this relatively poor working condition.
Summary of the invention
Technical problem to be solved in the utility model overcomes defect existing in above-mentioned prior art, a kind of anchoring bag and concrete interlocking segment soft raft conjuncted structure are provided, steep slope section soft raft under water can be completed smoothly lay, it is stable that raising row puts first place, solve the difficult problem that beach face geology is poor, the gradient steeper section concrete locking plate soft raft cannot be laid, and reduce because the first financial cost increase directly increasing isostere and bring of needs row.
The utility model have employed following technical proposal and solves its technical problem: a kind of anchoring bag and concrete interlocking segment soft raft conjuncted structure, it is characterized in that: described anchoring bag is sewed with some uniform reinforced bands in their length direction, every root reinforced bands makes formation one circle along upper and lower two aspects of bag, this reinforced bands also makes the reinforced bands draw ring of extension at the afterbody of bag, anchoring bag is made by aspect some uniform filling sand mouths, concrete locking plate soft raft comprises arrangement and fixed ballast on arranging with the concrete locking plate of pre-buried rope, the reinforced bands draw ring corresponding with anchoring bag afterbody reinforced bands draw ring is fixedly made in the arrangement that concrete locking plate soft raft row is first, this anchoring bag afterbody reinforced bands draw ring and corresponding concrete locking plate soft raft are arranged first arrangement and are gone up reinforced bands draw ring and tied up by rope and be fixedly connected with.
The utility model is by adopting width and isostere consistent size, the anchoring bag of length incorporation engineering actual conditions customization, and sand is charged to anchoring bag, thus increase the frictional force of bag and beach face, thus realize isostere and be anchored in bag, increase the stability against sliding that steep slope section isostere is laid.After its advantage utilizes anchoring bag sandstone charging pipe bag, abrupt slope isostere row first place is put and carried out anchoring, avoid concrete locking plate isostere to move to toe slippage, ensure that isostere completes that the gradient is steep, the construction of the river bottom protection soft raft of geology poor construction area smoothly.Reduce because isostere cannot be attached to abrupt slope, need to the first extra cost brought to top, slope inner side increase isostere size of row.The bag of anchoring simultaneously originally can be used as a part for levee body construction in corral project implementing process, does not increase cost because of the construction of anchoring bag to a certain extent.Technique effect of the present utility model be good integrity, good endurance, adaptation beach multidirectional deformation ability strong, easy construction, be applicable to wash away that particular segment landform in comparatively intense regions and beach corral, port and pier, waterway regulation, lake, river training works is precipitous, the river bottom protection of complicated geology beach face or bank protection soft raft lay.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model partial structurtes enlarged diagrams.What Fig. 3 represented is anchoring bag-concrete locking plate soft raft combination plan structure schematic diagram.
Fig. 3 is the utility model side structure schematic diagram.
Fig. 4 is the utility model schematic perspective view.
Fig. 5 is that the utility model is when operation and the laying schematic diagram of steep slope section.
In figure, each sequence number or symbol are expressed as: 10-concrete locking plate soft raft; 11-arranges; 12-concrete locking plate; 13-reinforced bands draw ring; 20-anchoring bag; The upper aspect of 21-; 22-reinforced bands; 23-fills with sand mouth; 24-reinforced bands draw ring; 30-polypropylene fibre rope; 5-Working Ships; 6-sandstone charging pipe bag; 7-steep slope section; A-4m; B-1.5m; C-6m; D-2.5m; E-≤5m; F-0.5m.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the utility model will be further described.
With reference to Fig. 1 ~ Fig. 4,230g/m used by anchoring bag 20 described in the utility model 2woven fabric makes upper aspect 21 and subsurface by piece form, and anchoring bag 20 is wide is 36 ~ 40m.Make width and concrete locking plate soft raft 10 isostere width is consistent, general anchoring bag 20 bag is wide is 36 ~ 40m, and length then customizes according to actual needs.
Described anchoring bag 20 is sewed with some uniform reinforced bands 22 in their length direction, and every root reinforced bands 22 makes formation one circle along aspect on bag 21 and subsurface, and reinforced bands 22 bandwidth is 5cm, and the spacing f between each reinforced bands 22 is 0.5m.Sewing thread is made along reinforced bands edge 1cm, and needle gage is 8 ~ 10mm.
This reinforced bands 22 also makes the reinforced bands draw ring 24 of extension at the afterbody of bag, and this reinforced bands draw ring 24 diameter is 0.3m, and its draw ring base band is made and goed deep into 1m bottom bag, to guarantee that reinforced bands draw ring 24 is connected with the firm of anchoring bag 20.
Concrete locking plate soft raft 10 described in the utility model comprises arrangement 11 and fixed ballast in arrangement 11 with the concrete locking plate 12 of pre-buried rope.Concrete locking plate soft raft 10 is arranged in first arrangement 11 and is fixedly made the reinforced bands draw ring 13 corresponding with anchoring bag 20 afterbody reinforced bands draw ring 24 equally, and the spacing between each reinforced bands draw ring 13 is 0.5m, and this reinforced bands draw ring diameter is also 0.3m.
Anchoring bag 20 afterbody reinforced bands draw ring 24 and corresponding concrete locking plate soft raft 10 are arranged first reinforced bands draw ring 13 of arrange on 11 to be tied up by diameter 14mm polypropylene fibre rope 30 and be fixedly connected with, combination anchor bag 20 and concrete locking plate soft raft 10 carry out laying construction.
Anchoring bag 20 described in the utility model is made by aspect 21 some uniform filling sand mouths 23.For guaranteeing that anchoring bag 20 bag energy normal homogeneous fills sand and fills with bag, described filling sand mouth 23 diameter is 25cm, and height is 50cm, uniform in vertical, horizontal rectangular array shape in the upper aspect 21 of anchoring bag 20.
Wherein, the bag stem edge of anchoring bag 20 is 4m with the distance a at first irrigation and drainage Sha Kou 23 center of longitudinally arranging; The bag tail edge of anchoring bag 20 is 1.5m with the distance b at tail irrigation and drainage Sha Kou 23 center of longitudinally arranging; Spacing c between each longitudinal irrigation and drainage Sha Kou 23 center and another longitudinal irrigation and drainage Sha Kou 23 center is 6m; During actual fabrication, if the bag afterbody longitudinally tail irrigation and drainage sand mouth 23 of row and longitudinal irrigation and drainage sand mouth 23 spacing >=8m of vicinity, then set up again in the middle of two longitudinal irrigation and drainage sand mouths 23 and make an irrigation and drainage sand mouth 23, to guarantee that filling with sand mouth 23 evenly lays.
The transverse side edges of anchoring bag 20 bag is 2.5m with the distance d at contiguous horizontal irrigation and drainage Sha Kou 23 center; Distance e≤the 5m at each horizontal irrigation and drainage Sha Kou 23 center and another horizontal irrigation and drainage Sha Kou 23 center.
With reference to Fig. 5, the utility model is in implementation process, first establish soft raft by concrete locking plate soft raft 10 last person to row's volume, when volume to row first place is put, reinforced bands draw ring 24 and the concrete locking plate soft raft 10 of anchoring bag 20 bag afterbody are arranged first reinforced bands draw ring 13 colligation one to one.Stop volume bag when anchoring bag 20 is covered with substantially in Working Ships 5 turnover panel, come into effect and fill sand filling bag operation until filled.The anchoring bag 20 first carrying out steep slope section 7 inside top during construction is constructed, and then implements steep slope section 7 concrete locking plate soft raft 10 and construct.Carry out upper strata sandstone charging pipe bag 6 in conjunction with the levee body earthwork in corral engineering in subsequent construction to construct, effectively form the ballast to concrete locking plate soft raft 10.

Claims (6)

1. an anchoring bag and concrete interlocking segment soft raft conjuncted structure, it is characterized in that: described anchoring bag is sewed with some uniform reinforced bands in their length direction, every root reinforced bands makes formation one circle along upper and lower two aspects of bag, this reinforced bands also makes the reinforced bands draw ring of extension at the afterbody of bag, anchoring bag is made by aspect some uniform filling sand mouths, concrete locking plate soft raft comprises arrangement and fixed ballast on arranging with the concrete locking plate of pre-buried rope, the reinforced bands draw ring corresponding with anchoring bag afterbody reinforced bands draw ring is fixedly made in the arrangement that concrete locking plate soft raft row is first, this anchoring bag afterbody reinforced bands draw ring and corresponding concrete locking plate soft raft are arranged first arrangement and are gone up reinforced bands draw ring and tied up by rope and be fixedly connected with.
2. anchoring bag according to claim 1 and concrete interlocking segment soft raft conjuncted structure, is characterized in that: described anchoring bag 230g/m 2woven fabric makes upper and lower aspect, and anchoring bag is wide is 36 ~ 40m.
3. anchoring bag according to claim 1 and concrete interlocking segment soft raft conjuncted structure, it is characterized in that: the reinforced bands bandwidth that described anchoring bag is made is 5cm, the spacing between each reinforced bands is 0.5m.
4. anchoring bag according to claim 1 and concrete interlocking segment soft raft conjuncted structure, is characterized in that: the reinforced bands draw ring diameter of the reinforced bands draw ring that described anchoring bag afterbody reinforced bands extends and described concrete locking plate soft raft row head is 0.3m.
5. anchoring bag according to claim 1 and concrete interlocking segment soft raft conjuncted structure, is characterized in that: described in tie up reinforced bands draw ring rope be the polypropylene fibre rope of diameter 14mm.
6. anchoring bag according to claim 1 and concrete interlocking segment soft raft conjuncted structure, is characterized in that: described filling sand mouth diameter is 25cm, and height is 50cm, uniform in vertical, horizontal rectangular array shape in aspect on anchoring bag,
Wherein, the bag stem edge of anchoring bag is 4m with the first irrigation and drainage sand mouth centre distance of longitudinally arranging;
The bag tail edge of anchoring bag is 1.5m with the tail irrigation and drainage sand mouth centre distance of longitudinally arranging;
Spacing between each longitudinal irrigation and drainage Sha Kou center and another longitudinal irrigation and drainage Sha Kou center is 6m;
The transverse side edges of anchoring bag bag is 2.5m with contiguous horizontal irrigation and drainage sand mouth centre distance; Distance≤the 5m at each horizontal irrigation and drainage Sha Kou center and another horizontal irrigation and drainage Sha Kou center.
CN201520894521.6U 2015-11-11 2015-11-11 An anchor bag and a concrete interlocking software volleyball association body structure Active CN205152888U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520894521.6U CN205152888U (en) 2015-11-11 2015-11-11 An anchor bag and a concrete interlocking software volleyball association body structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520894521.6U CN205152888U (en) 2015-11-11 2015-11-11 An anchor bag and a concrete interlocking software volleyball association body structure

Publications (1)

Publication Number Publication Date
CN205152888U true CN205152888U (en) 2016-04-13

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049357A (en) * 2016-05-26 2016-10-26 中交第航务工程局有限公司 Sand pillow soft mattress and manufacturing process and construction process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106049357A (en) * 2016-05-26 2016-10-26 中交第航务工程局有限公司 Sand pillow soft mattress and manufacturing process and construction process thereof

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C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20170215

Address after: 200002 Shanghai City, Huangpu District Zhongshan East Road No. 13

Patentee after: Shanghai Waterway Bureau Co., Ltd., China Traffic

Address before: 200136 Pudong New Area, Shanghai, Pudong Avenue, No. 2501, No.

Patentee before: Shanghai Communications Construction General Contracting Ltd.