CN206220052U - Reinforcement protection filtration material - Google Patents
Reinforcement protection filtration material Download PDFInfo
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- CN206220052U CN206220052U CN201620842180.2U CN201620842180U CN206220052U CN 206220052 U CN206220052 U CN 206220052U CN 201620842180 U CN201620842180 U CN 201620842180U CN 206220052 U CN206220052 U CN 206220052U
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- skeleton
- filtration material
- counterweight
- reinforcement protection
- tie
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Abstract
This application discloses a kind of reinforcement protection filtration material.Geotextiles and a plurality of tie for colligation counterweight that reinforcement protection filtration material is fitted and connected with skeleton including latticed skeleton, at least one of which；The tie is connected on the skeleton by latch closure.According to the technical scheme of the embodiment of the present application, tie is connected on skeleton by latch closure, again by counterweight colligation on tie, make capable to be uniformly delivered on skeleton by tie and latch closure, so as to reach whole reinforcement protection filtration material uniform stressed, can solve the problem that caused by unbalance stress reinforcement protection filtration material easily tears the problem of fracture；Additionally due to skeleton structure is stable and scale error is small, therefore can shift to an earlier date is needing the position of colligation counterweight to connect tie, only needs to be connected directly between counterweight on tie during construction so that construction is more convenient, reduces cost.
Description
Technical field
Present application relates generally to hydraulic engineering technical field, and in particular to a kind of riverbed, riverbank, sea wall and coast environmental protection material
Material, more particularly to a kind of reinforcement protection filtration material.
Background technology
In order to mitigate current to riverbed, riverbank, sea wall and seashore wash away and soil erosion, it is necessary to lay reinforcement thereon
Protection filtration material.Existing reinforcement protection filtration material is generally soft raft.Soft raft is in the geotextile soft base skill for the treatment of
A kind of riverbed, riverbank, sea wall and the coast environmental protection material extended out in art, the nineties in last century, are used in the Changjiang river
Downstream and Estuary navigation channel regulation and riverbank and coast environmental protection engineering.Over more than 20 years, numerous design and construction engineering staffs are to software
Structure and form of construction work of row etc. did many research and inquirement, but had no larger improvement.
Existing soft raft to be generally comprised and be layed in the arrangement of riverbed both sides positioned at lower section and proportional spacing is arranged in isostere
The ring set that the upper reinforced bands for being used for colligation mass are made.Reinforced bands are sewed in isostere, and counterweight colligation is in reinforced bands
On., in 3%-5%, the elongation percentage of arrangement is more than 20% for the fracture elongation of reinforced bands, Gu whole isostere only has reinforced bands to exist
Stress, isostere does not stress, so as to often occur fracture isostere or tear isostere due to discontinuity in work progress
Phenomenon.Further, since reinforced bands need sewing by hand, error is larger, it is necessary to be entered according to construction fact in soft raft job site
Row sewing, causes to produce and construct very complicated, high cost.
Utility model content
In view of drawbacks described above of the prior art or deficiency, expect to provide a kind of uniform force, it is difficult what is torn or be broken
Reinforcement protection filtration material；It is further desired to provide a kind of reinforcement protection filtration material of easy construction.
The utility model provides a kind of reinforcement protection filtration material, including latticed skeleton, at least one of which are fitted with skeleton
And the geotextiles and a plurality of tie for colligation counterweight of connection；The tie is connected on the skeleton by latch closure.
Preferably, tie is included the fake being connected to by single latch closure on skeleton, is connected to bone by two latch closures
Rope sling on frame or one or more combination in the rope bar being connected on skeleton by row's latch closure, selection is needed according to colligation
Tie type.
Preferably, counterweight is the one kind in rubble bag counterweight, sand hill counterweight, husky rib counterweight or concrete interlocking block counterweight
Or multiple combination；Tie is arranged on skeleton relevant position according to counterweight species and required lashing location.
Preferably, fake is arranged in corresponding to the position that connect rubble bag counterweight or sand hill counterweight；Rope sling is arranged in right
Should be in the position that connect husky rib counterweight；Rope bar is arranged in corresponding to the position that connect concrete interlocking block.
Preferably, latch closure is enclosed within skeleton, and the power that can be born is bigger, and can be in certain limit activity.
Preferably, the mesh form of skeleton is square, rectangle, rhombus, triangle, ellipse or circle.
Preferably, skeleton is plastic grid, fiber mesh or stainless steel metal grid.
Preferably, skeleton is fibrage grid.
Preferably, the plastic grid that skeleton is obtained for reorientation stretching after plastic plate punching, in orientation stretching direction intensity
And other performances are more preferable.
Preferably, latch closure be enclosed within skeleton parallel on the grid lines of reinforcement protection filtration material length direction, parallel to plus
On the grid lines of muscle protection filtration material width or on grid node.
Preferably, latch closure is enclosed within skeleton parallel on the grid lines of reinforcement protection filtration material length direction, can bear
Power is bigger.
Preferably, the common two-layer of geotextiles, is connected to skeleton both sides；Tie is located therein one layer of geotextiles side,
Be connected to tie on skeleton near that layer of geotextiles of tie by latch closure puncture.
According to the embodiment of the present application provide technical scheme, whole reinforcement protection filtration material uniform stressed, solve because
Unbalance stress causes reinforcement protection filtration material easily to tear the problem of fracture；Only need for counterweight to be connected directly between tie during construction
It is upper so that construction is more convenient, reduces cost.
Brief description of the drawings
By the detailed description made to non-limiting example made with reference to the following drawings of reading, the application other
Feature, objects and advantages will become more apparent upon：
Fig. 1 is the reinforcement protection filtration material structural representation that the utility model first embodiment is provided；
Fig. 2 is the reinforcement protection filtration material structural representation that the utility model second embodiment is provided；
Fig. 3 is the reinforcement protection filtration material decomposing schematic representation that the utility model second embodiment is provided.
In figure：1st, skeleton；2nd, geotextiles；3rd, tie；31st, fake；32nd, rope sling；33rd, rope bar；4th, latch closure.
Specific embodiment
The application is described in further detail with reference to the accompanying drawings and examples.It is understood that this place is retouched
The specific embodiment stated is used only for explaining relevant utility model, rather than the restriction to the utility model.Further need exist for explanation
, for the ease of description, the part related to utility model is illustrate only in accompanying drawing.
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the application can phase
Mutually combination.Describe the application in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
First embodiment
Fig. 1 is refer to, it illustrates the reinforcement protection filtration material structural representation that the present embodiment is provided.
As shown in figure 1, the present embodiment provides a kind of reinforcement protection filtration material, including 1, one layer of latticed skeleton and skeleton
1 geotextiles 2 fitted and connect and a plurality of tie 3 for colligation counterweight；Tie 3 is connected to skeleton 1 by latch closure 4
On.
2 protection reverse filter effects of geotextiles, skeleton 1 is used to support whole reinforcement protection filtration material, increases intensity；Colligation
Rope 3 is connected by latch closure 4 with skeleton 1, for connecting counterweight；The external force such as gravity suffered by counterweight are transmitted by tie 3, latch closure 4
Onto skeleton 1, and then whole reinforcement protection filtration material is evenly transferred to by skeleton 1, it is to avoid due to caused by unbalance stress
Reinforcement protection filtration material easily tears fracture；Additionally due to the Stability Analysis of Structures of skeleton 1 and scale error is small, therefore can shift to an earlier date in needs
The position of colligation counterweight connects tie 3 by latch closure 4, only needs to be connected directly between counterweight on tie 3 during construction, no
Job site is needed to connect latch closure 4 so that construction is more convenient, reduces cost.
Second embodiment
Refer to Fig. 2 and Fig. 3, Fig. 2 and Fig. 3 respectively illustrates the reinforcement protection filtration material structure of the present embodiment offer and shows
It is intended to and exploded view.
As shown in Figures 2 and 3, the reinforcement protection filtration material that the present embodiment is provided, including latticed skeleton 1, two-layer point
The geotextiles 2 and a plurality of tie 3 for colligation counterweight of skeleton both sides are not fitted and are connected to skeleton 1；Tie 3 is located at
The wherein one layer side of geotextiles 2, multiple separate latch closures 4 pierce through that layer of geotextiles 2 near ties 3 by tie 3
It is connected on skeleton 1.
Preferably, tie 3 is included the fake 31 being connected on skeleton 1 by single latch closure 4, is connected by two latch closures 4
The rope sling 32 being connected on skeleton 1 or one or more combination being connected to by row's latch closure 4 in the bar 33 of restricting on skeleton 1.Tie up
Jag 3 can be designed to variously-shaped as needed, and fake 31, rope sling 32 and rope bar 33 are more conventional several；Wherein,
Fake 31 is applicable to the counterweight of single-point colligation under normal circumstances, and rope sling 32 is applied to matching somebody with somebody for 2 colligations under normal circumstances
Weight, rope bar 33 is commonly available to 4 counterweights of colligation, and the counterweight that rope bar 33 is readily adaptable for use in other any colligation forms is tied up
Prick.
Preferably, counterweight is the one kind in rubble bag counterweight, sand hill counterweight, husky rib counterweight or concrete interlocking block counterweight
Or multiple combination；Tie 3 is arranged on the relevant position of skeleton 1 according to counterweight species and required lashing location independently of each other.
It is also separate between tie 3 due to separate between latch closure 4, and geotextiles 2 fit with the view picture of skeleton 1,
Tie 3 can be connected by latch closure 4 everywhere i.e. on view picture reinforcement protection filtration material, therefore can be with various counterweights of colligation and each
The combination of counterweight is planted, the optimal design of counterweight is realized.In the prior art, with reinforced bands colligation counterweight, the counterweight such as husky rib must
Must extend along soft raft width (do not allow splicing in width), and reinforced bands must be able to along soft raft for load-bearing
Length direction extends, i.e., be unified, fixed in whole length direction lashing location, it is impossible to which the difference for adapting to various counterweights is tied up
(such as husky rib counterweight is bar shaped arrangement, it is necessary to each row colligation point in both sides to prick position；Concrete interlocking block counterweight needs every piece to mix
Solidifying soil block all around 4 colligation points).
Preferably, fake 31 is arranged in corresponding to the position that connect rubble bag counterweight or sand hill counterweight；Rope sling 32 is arranged
Corresponding to the position that connect husky rib counterweight；Rope bar 33 is arranged in corresponding to the position that connect concrete interlocking block.
Preferably, latch closure 4 is enclosed within skeleton 1.Socket is more more reliable than directly fixed connection, and bonding strength is bigger,
It is not easily disconnected from.Under normal circumstances, when latch closure 4 is directly sleeved on outside skeleton, tie, rope bar two ends need other fixed forms to consolidate
It is scheduled on skeleton, is such as riveted on skeleton, in order to avoid extracted out from latch closure during stress.
Preferably, the mesh form of skeleton 1 is square.Alternatively, the mesh form of skeleton 1 can also be rectangular
Shape, rhombus, triangle, ellipse, circle etc. any regular shape.
Preferably, skeleton 1 is plastic grid, fiber mesh or stainless steel metal grid.It is furthermore preferred that skeleton 1 is fiber
Weave mesh, intensity is good, flexible.It is furthermore preferred that skeleton 1 is vertical bidirectional orientation stretching is obtained again modeling after plastic plate punching
Material grid.Orientation stretching stretches and more or less proper alignment macromolecular, then the knot of fixation is cooled under tension
Structure, improves the intensity and some other performances in orientation stretching direction.Even more preferably, latch closure 4 be enclosed within skeleton 1 parallel to
On the grid lines of reinforcement protection filtration material length direction.The stress of skeleton 1 is mainly derived from the downslide component of the gravity of counterweight, edge
Reinforcement protection filtration material length direction, therefore latch closure 4 is enclosed within the grid lines of skeleton 1 of length direction, the tie point stress of skeleton 1
Along orientation stretching direction, intensity is higher.Alternatively, latch closure can also be enclosed within parallel to reinforcement protection filtration material width
Grid lines on or grid node on.
Optionally, geotextiles 2 can be non-woven geotextile, braided geotextile or woven geotextile.Such as in second embodiment
In, the geotextiles (i.e. near the geotextiles of tie) that latch closure is pierced through are preferably braided geotextile or woven geotextile, and intensity is high,
Wearability is good；Another layer of geotextiles (i.e. away from the geotextiles of tie) is preferably non-woven geotextile, and anti-filter performance is good.It is optional
, geotextiles 2 by it is knitting, be anchored, bonding, welding or fasten to connect and be connected with skeleton 1.Optionally, latch closure is anti-corrosion material, if not
Rust steel is coated with other metal materials of corrosion-inhibiting coating, and intensity is high, and antiseptic property is good.
Above-mentioned preferred, optional, alternative feature can be combined in first, second embodiment.
The reinforcement protection filtration material that the utility model is provided can be processed by the following method：Connection geotextiles 2 and net
The skeleton 1 of trellis, makes the skeleton 1 be fitted with the geotextiles 2, forms reinforcement protection filtration material main body；Add described
The tie 3 for colligation counterweight is arranged on one surface of muscle protection filtration material main body；And by latch closure 4 by tie
3 are connected on the skeleton 1.
Specifically, arranging that the tie 3 for colligation counterweight is wrapped on a surface of reinforcement protection filtration material main body
Include one or more of combination：Arrangement needs single latch closure 4 to be connected to the fake 31 on skeleton 1, and arrangement needs two latch closures 4
The rope sling 32 on skeleton 1 is connected to, arrangement needs row's latch closure 4 to be connected to the rope bar 33 on skeleton 1.
Above description is only the preferred embodiment and the explanation to institute's application technology principle of the application.People in the art
Member is it should be appreciated that involved invention scope in the application, however it is not limited to the technology of the particular combination of above-mentioned technical characteristic
Scheme, while should also cover in the case where the inventive concept is not departed from, is carried out by above-mentioned technical characteristic or its equivalent feature
Other technical schemes for being combined and being formed.Such as features described above has similar work(with (but not limited to) disclosed herein
The technical scheme that the technical characteristic of energy is replaced mutually and formed.
Claims (12)
1. a kind of reinforcement protection filtration material, it is characterised in that fit and connect with skeleton including latticed skeleton, at least one of which
Geotextiles and a plurality of tie for colligation counterweight；The tie is connected on the skeleton by latch closure.
2. reinforcement protection filtration material according to claim 1, it is characterised in that the tie includes passing through single institute
State fake that latch closure is connected on the skeleton, rope sling on the skeleton be connected to by two latch closures or by a row
The latch closure is connected to one or more combination in the rope bar on the skeleton.
3. reinforcement protection filtration material according to claim 2, it is characterised in that the counterweight is rubble bag counterweight, sand
One or more combination in bag counterweight, husky rib counterweight or concrete interlocking block counterweight；The tie is according to the counterweight
Species and required lashing location are arranged on the skeleton relevant position.
4. reinforcement protection filtration material according to claim 3, it is characterised in that the fake is arranged in corresponding to will be even
Connect the position of the rubble bag counterweight or sand hill counterweight；The rope sling is arranged in corresponding to the position that connect the husky rib counterweight
Put；The rope bar is arranged in corresponding to the position that connect the concrete interlocking block.
5. reinforcement protection filtration material according to claim 1, it is characterised in that the latch closure is enclosed within the skeleton.
6. reinforcement protection filtration material according to claim 5, it is characterised in that the mesh form of the skeleton is pros
Shape, rectangle, rhombus, triangle, ellipse or circle.
7. reinforcement protection filtration material according to claim 6, it is characterised in that the skeleton is plastic grid, fiber
Grid or stainless steel metal grid.
8. reinforcement protection filtration material according to claim 7, it is characterised in that the skeleton is fibrage grid.
9. reinforcement protection filtration material according to claim 7, it is characterised in that the skeleton be after plastic plate punching again
The plastic grid that orientation stretching is obtained.
10. reinforcement protection filtration material according to claim 9, it is characterised in that the latch closure is enclosed within the frame body plan
Row is on the grid lines of the reinforcement protection filtration material length direction, parallel to the reinforcement protection filtration material width
Grid lines on or grid node on.
11. reinforcement protection filtration materials according to claim 10, it is characterised in that the latch closure is enclosed within the frame body plan
Row is on the grid lines of the reinforcement protection filtration material length direction.
The 12. reinforcement protection filtration material according to claim any one of 1-11, it is characterised in that the geotextiles totally two
Layer, is connected to the skeleton both sides；The tie is located therein one layer of geotextiles side, and the latch closure is pierced through and leaned on
Be connected to the tie on the skeleton by that layer of geotextiles of the nearly tie.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620842180.2U CN206220052U (en) | 2016-08-05 | 2016-08-05 | Reinforcement protection filtration material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620842180.2U CN206220052U (en) | 2016-08-05 | 2016-08-05 | Reinforcement protection filtration material |
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| Publication Number | Publication Date |
|---|---|
| CN206220052U true CN206220052U (en) | 2017-06-06 |
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| CN201620842180.2U Active CN206220052U (en) | 2016-08-05 | 2016-08-05 | Reinforcement protection filtration material |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284210A (en) * | 2016-08-05 | 2017-01-04 | 郭岳 | Reinforcement protection filtration material and processing method thereof |
-
2016
- 2016-08-05 CN CN201620842180.2U patent/CN206220052U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284210A (en) * | 2016-08-05 | 2017-01-04 | 郭岳 | Reinforcement protection filtration material and processing method thereof |
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