CN218521819U - A concrete membrane bag for protection of stone sediment cofferdam - Google Patents

A concrete membrane bag for protection of stone sediment cofferdam Download PDF

Info

Publication number
CN218521819U
CN218521819U CN202222462027.5U CN202222462027U CN218521819U CN 218521819 U CN218521819 U CN 218521819U CN 202222462027 U CN202222462027 U CN 202222462027U CN 218521819 U CN218521819 U CN 218521819U
Authority
CN
China
Prior art keywords
membrane bag
bag
filling
membrane
inner support
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
Application number
CN202222462027.5U
Other languages
Chinese (zh)
Inventor
王裕彪
杨永军
连立永
赵海波
蔡军
王忠海
代成
何亚龙
王旭强
张万成
张林安
杨佳汉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinohydro Engineering Bureau 4 Co Ltd
Original Assignee
Sinohydro Engineering Bureau 4 Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sinohydro Engineering Bureau 4 Co Ltd filed Critical Sinohydro Engineering Bureau 4 Co Ltd
Priority to CN202222462027.5U priority Critical patent/CN218521819U/en
Application granted granted Critical
Publication of CN218521819U publication Critical patent/CN218521819U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

The utility model provides a concrete membrane bag for stone sediment cofferdam protection, relates to the technical field of cofferdam protection, and its structure is: including membrane bag and filling structure, the membrane bag sets up to two-layer, including membrane bag ground plane and membrane bag top layer, connect through the lacing wire between membrane bag ground plane and the membrane bag top layer, membrane bag bottom is provided with and runs through the bag, be provided with the filling structure respectively with the top in the middle of the membrane bag, the filling structure includes inner support hoop, outer hoop and filling mouth, inner support hoop sets up between membrane bag ground plane and membrane bag top layer, is provided with outer hoop on the membrane bag top layer at inner support hoop place, the filling mouth runs through outer hoop, membrane bag top layer and inner support hoop top. The beneficial effects of the utility model reside in that: the filling structure is convenient for concrete filling, time is saved, the filling efficiency is improved, and the filling uniformity can be ensured; the concrete film bag is adopted for protecting the slope surface of the stone ballast, the construction is simple, the protection effect is good, the stone ballast loss of the cofferdam is avoided, and the safety flood of the dam is guaranteed.

Description

A concrete membrane bag for protection of stone sediment cofferdam
Technical Field
The utility model relates to a technical field of cofferdam protection especially relates to a concrete membrane bag for stone ballast cofferdam protection.
Background
The cofferdam in the dam construction period is basically constructed by filling stone slag, slope can be tamped, but slope surface in flood season is easy to be washed away when meeting flood, and washed away stone slag easily causes water and soil loss, which is not beneficial to dam safety flood, the slope surface of the stone slag cofferdam is protected by common concrete film bags, but the film bags used by the side slope at present have the problems that the concrete filled in the film bags is time-consuming and labor-consuming when the slope surface of the stone slag cofferdam is used, the filling is uneven, the concrete in the film bags is uneven, and the flood season is easy to be washed away, so that the flood prevention effect cannot be achieved.
SUMMERY OF THE UTILITY MODEL
The utility model provides a not enough to prior art, the utility model provides a concrete membrane bag for stone sediment cofferdam protection to the difficult filling of membrane bag and the problem of being destroyed by the washing easily of separating.
The utility model provides a concrete membrane bag for stone sediment cofferdam protection, its structure is: including membrane bag and filling structure, the membrane bag sets up to two-layer, including membrane bag ground plane and membrane bag top layer, connect through the lacing wire between membrane bag ground plane and the membrane bag top layer, membrane bag bottom is provided with the through bag, be provided with the filling structure respectively with the top in the middle of the membrane bag, the filling structure includes inner support hoop, outer hoop and filling mouth, inner support hoop sets up between membrane bag ground plane and membrane bag top layer, be provided with outer hoop on the membrane bag top layer at inner support hoop place, inner support hoop top, membrane bag top layer and outer hoop bottom fixed connection, inner support hoop bottom and membrane bag ground plane fixed connection, the filling mouth runs through outer hoop, membrane bag top layer and inner support hoop top.
And a baffle is arranged at the position of a filling opening at the top of the inner support hoop and is fixed at the inner side of the inner support hoop through a torsional spring.
The membrane bag grounding layer and the membrane bag surface layer are made of all polypropylene high-strength woven fabric, and the membrane bag surface layer has water permeability.
The penetrating bag is communicated with the membrane bag at the upper end.
The filling structure in the middle of the membrane bag penetrates through the membrane bags on the upper side and the lower side.
The lacing wire is a chemical fiber rope.
More than 1 group of filling structures are arranged in the middle of the film bag.
The capacity of the penetrating bag is 2 times of the same capacity of the membrane bag occupying the ground, and the bottom of the membrane bag can be better fixed.
The utility model discloses a use method does: filling is carried out through a filling opening close to the bottom in the middle, filling is carried out upwards step by step until the membrane bag is filled, filling is carried out through pressing down a baffle of the filling opening during filling, the baffle is returned after the bottom is filled, and then the membrane bag is moved to the filling opening on the upper side for filling.
The beneficial effects of the utility model reside in that: the concrete filling machine is simple in structure and convenient to construct, concrete filling is facilitated through the filling structure, time is saved, filling efficiency is improved, and filling uniformity can be guaranteed; the concrete film bag is adopted for protecting the slope surface of the stone ballast, the construction is simple, the protection effect is good, the stone ballast loss of the cofferdam is avoided, and the safety flood of the dam is guaranteed.
Drawings
FIG. 1 is a plan view of the present invention;
FIG. 2 is a side sectional view of an implementation;
FIG. 3 is a front view of the present invention;
fig. 4 is a side view of the present invention in partial structure;
in the figure: 1. the film bag comprises a film bag 2, a through bag 3, a tie bar 4, a filling structure 5, a filling opening 11, a film bag grounding layer 12, a film bag surface layer 41, an inner supporting hoop 42, an outer hoop 43, a baffle 44 and a torsion spring.
Detailed Description
Example 1
As shown in fig. 1-4, the utility model provides a concrete film bag for protecting stone ballast cofferdam, the structure is: including membrane bag 1 and filling structure 4, membrane bag 1 sets up to two-layer, including membrane bag ground plane 11 and membrane bag top layer 12, connect through lacing wire 3 between membrane bag ground plane 11 and the membrane bag top layer 12, membrane bag 1 bottom is provided with runs through bag 2, be provided with filling structure 4 respectively at the middle of the membrane bag 1 and the top, filling structure 4 includes inner support hoop 41, outer hoop 42 and filling mouth 5, inner support hoop 41 sets up between membrane bag ground plane 11 and membrane bag top layer 12, be provided with outer hoop 42 on the membrane bag top layer 12 at inner support hoop 41 place, inner support hoop 41 top, membrane bag top layer 12 and outer hoop 42 bottom fixed connection, inner support hoop 41 bottom and membrane bag ground plane 11 fixed connection, filling mouth 5 runs through outer hoop 42, membrane bag top layer 12 and inner support hoop 41 top.
Further, a baffle 43 is arranged at the position of the filling opening 5 at the top of the inner support hoop 41, and the baffle 43 is fixed inside the inner support hoop 41 through a torsion spring 44.
Further, the membrane bag grounding layer 11 and the membrane bag surface layer 12 are made of all polypropylene high-strength woven fabric, and the membrane bag surface layer 12 has water permeability.
Further, the penetration bag 2 penetrates the upper film bag 1.
Furthermore, the filling structure 4 in the middle of the membrane bag 1 penetrates through the membrane bags 1 on the upper and lower sides.
Further, the lacing wire 3 is a chemical fiber rope.
Lay membrane bag 1 earlier during the use, set up filling structure 4 according to the length of membrane bag 1, set up filling structure 4 more than 1 group in the middle of the membrane bag 1, fill through filling mouth 5 that the centre is close to the bottom earlier, progressively upwards fill, fill up until membrane bag 1, during the filling through pushing down the baffle 43 of filling mouth 5 and filling, fill back when the bottom is full with baffle 43 and return to, move to upside filling mouth 5 again and carry out the filling.

Claims (6)

1. The utility model provides a concrete membrane bag for stone sediment cofferdam protection which characterized in that: including membrane bag and filling structure, the membrane bag sets up to two-layer, including membrane bag ground plane and membrane bag top layer, connect through the lacing wire between membrane bag ground plane and the membrane bag top layer, membrane bag bottom is provided with the bag that runs through, be provided with the filling structure respectively with the top in the middle of the membrane bag, the filling structure includes inner support hoop, outer hoop and filling mouth, inner support hoop sets up between membrane bag ground plane and membrane bag top layer, be provided with outer hoop on the membrane bag top layer at inner support hoop place, inner support hoop top, membrane bag top layer and outer hoop bottom fixed connection, inner support hoop bottom and membrane bag ground plane fixed connection, the filling mouth runs through outer hoop, membrane bag top layer and inner support hoop top.
2. The concrete film bag for protecting the stone ballast cofferdam as claimed in claim 1, wherein: and a baffle is arranged at the position of a filling opening at the top of the inner support hoop and is fixed at the inner side of the inner support hoop through a torsional spring.
3. The concrete film bag for protecting the ballast cofferdam of claim 2, wherein: the membrane bag grounding layer and the membrane bag surface layer are made of all polypropylene high-strength woven fabric, and the membrane bag surface layer has water permeability.
4. The concrete film bag for protecting the stone ballast cofferdam as claimed in claim 3, wherein: the penetrating bag is communicated with the membrane bag at the upper end.
5. The concrete film bag for protecting the ballast cofferdam of claim 4, wherein: the filling structure in the middle of the membrane bag penetrates through the membrane bags on the upper side and the lower side.
6. The concrete film bag for protecting the ballast cofferdam of claim 5, wherein: the lacing wire is a chemical fiber rope.
CN202222462027.5U 2022-09-16 2022-09-16 A concrete membrane bag for protection of stone sediment cofferdam Active CN218521819U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222462027.5U CN218521819U (en) 2022-09-16 2022-09-16 A concrete membrane bag for protection of stone sediment cofferdam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222462027.5U CN218521819U (en) 2022-09-16 2022-09-16 A concrete membrane bag for protection of stone sediment cofferdam

Publications (1)

Publication Number Publication Date
CN218521819U true CN218521819U (en) 2023-02-24

Family

ID=85246246

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222462027.5U Active CN218521819U (en) 2022-09-16 2022-09-16 A concrete membrane bag for protection of stone sediment cofferdam

Country Status (1)

Country Link
CN (1) CN218521819U (en)

Similar Documents

Publication Publication Date Title
CN213086712U (en) Slope dike protection body of gabion mesh box structure
AU2018424102A1 (en) Anti-clogging strengthened water-permeable pile and construction method
KR20110120627A (en) Method of construction for scour prevension and reinforcement of bridge pier, and structure of the same
CN218521819U (en) A concrete membrane bag for protection of stone sediment cofferdam
CN111593749A (en) Ecological bag slope protection system
CN107034850A (en) A kind of plugging device suitable for the small-sized breach of dykes and dams
KR101525404B1 (en) Retaining wall construction method using eco-friendly vegetational gabion and eco-friendly vegetational gabion therewith
CN212801575U (en) Ecological bag slope protection system
CN211773854U (en) Soil retaining structure permeates water with soil nail
JPH05171652A (en) Slope stability method
CN111321700B (en) Overflowing energy dissipation type ecological bank protection method for anti-scouring and anti-landslide barrier plugs
CN108049367A (en) A kind of dykes and dams safeguard structure and its construction method
CN212714911U (en) Excessive filling device is prevented to boulder geology drilling bored concrete pile
CN210636421U (en) Underwater hollowing defect repairing device for navigation wall pile foundation of ship lock on gravel layer foundation
CN100593604C (en) Flexible explosion-proof dike and construction method thereof
CN208578053U (en) Construction of hydro project waterwall
CN216839515U (en) Reinforced clay gunny bag cofferdam
CN207659975U (en) A kind of combination arc cofferdam
KR101055295B1 (en) Revetment construction method using revetment structure of vegetational gabion with grid in a body and vegetational gabion therewith
CN215105088U (en) Gabion pedestrian stepping structural style
CN205188909U (en) Lake prevention of seepage spacer body
CN212983768U (en) Hydraulic engineering slope net convenient to equipment
CN205934847U (en) Riverbed and sea bed scour prevention quilt
CN106544984B (en) Ocean reclamation dam structure
CN211142982U (en) Water guide open channel

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant