CN207846338U - High-strength net mould-bag concrete built in one kind - Google Patents
High-strength net mould-bag concrete built in one kind Download PDFInfo
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- CN207846338U CN207846338U CN201721517427.4U CN201721517427U CN207846338U CN 207846338 U CN207846338 U CN 207846338U CN 201721517427 U CN201721517427 U CN 201721517427U CN 207846338 U CN207846338 U CN 207846338U
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- mould
- built
- strength net
- bag
- strength
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
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Abstract
The utility model provides high-strength net mould-bag concrete built in one kind, it includes two layers of mould bagging and built-in high-strength net, and the built-in high-strength net is arranged between two layers of mould bagging, when filling filling expires concrete in mould bag, high-strength net is cast in concrete, plays the role of bar-mat reinforcement;The built-in high-strength net can be one layer, or two or more layers;The built-in high-strength net is that synthetic fibers or carbon fiber or braided steel wire form, or these three material mixed weavings form;The thickness control rope is vertically connected with mould bagging, when filling filling in mould bag expires concrete, the distance between control mould bagging;The vertical dowel is connect with high-strength net and mould bagging, when filling filling expires concrete in mould bag, controls the distance between high-strength net, mould bagging.The utility model have it is simple in structure, construction method and original mould-bag concrete as, rapidly and efficiently, cost is relatively low.
Description
Technical field
The utility model technology belongs in fields such as water conservancy, traffic, building, municipal administration, geological disaster, water and soil conservations, specifically
It is related to high-strength net mould-bag concrete built in one kind, is mainly used in river dike, port and pier, road, foundation pit, geological disaster, water and soil
The river bottom protection bank protection of holding etc..
Built-in high-strength net mould-bag concrete structure is a kind of completely new structure, is newest knitting skill and the organic knot of concrete project technology
A kind of Novel engineering structure closed and generated, which originates from mould-bag concrete technology, but it has the work(of reinforced concrete structure
Can, i.e., the high-strength net that can bear high-tension is configured in concrete mould-bag concrete structure, this is completely new engineering technology, is had very big
Development space.
Background technology
It is formed currently, mould bagging does material knitting using polypropylene fibre, terylene filament of synthetic fibre etc., well known mould bag is by upper
Lower two layers of mould bagging composition, lifting plate act on, and lacing wire rope is set between two layers of cloth and is connected, lacing wire rope controls mould-bag concrete thickness, applies
Working hour fills filling with compression pump into mould bag expires concrete, to be made into mould-bag concrete, its main feature is that it is easy for construction, it is suitble to different ground
Shape can construct under water.
Mould-bag concrete is the novel river bottom protection slope protection works technology that developed recently gets up, and primarily serves protection against erosion, bank protection, shield
Foot, river bottom protection and the effects that stablize slope surface, which uses in the engineerings such as many water conservancies, water transport at home.The mould-bag concrete knot
Structure has very high crushing resistance, but since the fibre knitting cloth meeting aging of package concrete is rotted, the tension of mould-bag concrete structure and anti-folding
Ability just becomes very poor, if ground has differential settlement or foundation from being tunneled, the mould-bag concrete of this layer of bedding is it is possible that fracture
Or jackknifing, to cause hidden dangers in project.
Utility model content
The purpose of this utility model is to be directed to the above technical problems to be solved, provide it is a kind of it is simple in structure, easy for construction,
Lower-cost mould-bag concrete.
To solve the above problems, the utility model provides high-strength net mould-bag concrete built in one kind comprising two layers of mould bag
Cloth and built-in high-strength net, the high-strength net are arranged among two layers of mould bagging, built-in high-strength when filling filling expires concrete in mould bag
Net is just cast in concrete, the high-strength net can be one layer, or two or more layers, the high-strength net be synthetic fibers or
Carbon fiber or braided steel wire form, or these types of material mixed weaving forms, high-strength net by above and below vertical dowel with
It connects together between mould bagging.
Built-in high-strength net mould-bag concrete according to the present utility model, the high-strength net are cast in mould-bag concrete, play
The effect of bar-mat reinforcement improves the tension flexural capacity of mould-bag concrete structure.
Built-in high-strength net mould-bag concrete according to the present utility model, the high-strength net can be one layer, or two layers
Or multilayer.
Built-in high-strength net mould-bag concrete according to the present utility model, the high-strength net are synthetic fibers or carbon fiber or steel wire
It weaves, or these types of material mixed weaving forms.
Built-in high-strength net mould-bag concrete according to the present utility model, the thickness control rope is vertically connected with mould bagging, in mould
When rushing full concrete in bag, the distance between control mould bagging, thickness control rope is woven using synthetic fibers or carbon fiber.
Built-in high-strength net mould-bag concrete according to the present utility model, the vertical dowel are connected with high-strength net and mould bagging
Connect, when filling filling reality concrete in mould bag, control the distance between high-strength net, mould bagging, vertical dowel be synthetic fibers or
Carbon fiber or braided steel wire form, or these types of material mixed weaving forms.
High-strength net is arranged in mould bag the built-in high-strength net mould-bag concrete of the utility model, when filling filling reality concrete in mould bag
When, built-in high-strength net is just cast in concrete, plays the role of bar-mat reinforcement, to improve the tension flexural capacity of structure;It is high
Strong net can be one layer, or two or more layers;High-strength net is that synthetic fibers or carbon fiber or steel wire individually weave,
Or these types of material mixed weaving forms;High-strength net and mould bagging are connected with vertical dowel, is controlled in the full concrete of punching
The distance between high-strength net, mould bagging.The utility model have it is simple in structure, as construction method and former mould-bag concrete, quick height
Effect, cost are relatively low.
Description of the drawings
Fig. 1 is the structural schematic diagram of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Fig. 2 is the structural schematic diagram of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Fig. 3 is the front view of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Fig. 4 is the front view of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Fig. 5 is the side view of built-in high-strength net mould-bag concrete according to the present utility model.
Fig. 6 is the vertical view of built-in high-strength net mould-bag concrete according to the present utility model.
Fig. 7 is the A-A sectional elevations of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Fig. 8 is the A-A sectional elevations of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Fig. 9 is the B-B longitudinal section views of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Figure 10 is the B-B longitudinal section views of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Figure 11 is the C-C longitudinal section views of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Figure 12 is the C-C longitudinal section views of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Figure 13 is the partial assembled schematic diagram of the high-strength net mould-bag concrete of built-in single layer according to the present utility model.
Figure 14 is the partial assembled schematic diagram of built-in double-layer high-strength net mould-bag concrete according to the present utility model.
Specific implementation mode
The utility model is described further with reference to the accompanying drawings and examples, but the utility model be not limited to it is following
Embodiment.As shown in Fig. 1 to Figure 14, high-strength net mould-bag concrete built in the utility model includes two layers of mould bagging 1, built-in high-strength
Net 2, two layers of mould bagging 1 have spacing, the number of spacing to be controlled by thickness control rope 3, and vertical dowel 4 is and height
What strong net 2 and mould bagging 1 connected, control the distance between high-strength net, mould bagging.As shown in Figure 1, 2, high-strength net 2 is arranged two
The centre of layer mould bagging 1, high-strength net 2 is parallel with mould bagging 1, and when filling filling expires concrete in mould bag, high-strength net is cast in concrete,
Play the role of bar-mat reinforcement, high-strength net 2 between about 4 vertical dowel and mould bagging 1 by connecting together.Fig. 3,4 is from just
The view that face is observed.Fig. 5 is the view observed from side.Fig. 6 is the vertical view viewed from above arrived.Fig. 7,8,9,10,
11,12 sectional view in length and breadth and Figure 13,14 partial assembled schematic diagram clearly show high-strength net built in the utility model
The internal structure of mould-bag concrete.
Mould bagging 1 is that polypropylene fibre or terylene synthetic fibers do material and weave.
High-strength net 2 is arranged among two layers of mould bagging 1, can be arranged one layer, two or more layers, high-strength net can also be arranged
2 form for synthetic fibers or carbon fiber or braided steel wire, or these types of material mixed weaving forms, and is filled when in mould bag
When filling expires concrete, high-strength net is cast in concrete, plays the role of bar-mat reinforcement, the anti-folding of the tension to improve mould-bag concrete structure
Ability.
Thickness control rope 3 is that synthetic fibers or carbon fiber weave, and effect is to be vertically connected with mould bagging 1, in mould bag 1
The distance between interior full concrete time control molding bagging of punching.
Vertical dowel 4 is that synthetic fibers or carbon fiber or braided steel wire form, or these types of material mixing is compiled
It knits.
As shown in Figure 13 to Figure 14, vertical dowel 4 is effectively to connect high-strength net 2 and mould bagging 1 up and down, is rushed in mould bag
It when full concrete, controls between high-strength net, the distance between high-strength net and mould bagging.
It, can be with braider by mould bagging 1, high-strength net 2,3 and of thickness control rope when built-in high-strength net mould bag braiding makes
Vertical dowel 4 once weaves, can also first woven mould bagging 1 and high-strength net 2 respectively, then with 3 He of thickness control rope
The vertical braiding of dowel 4 or sewing are composed.
When filling filling expires concrete in mould bag, built-in high-strength net is cast in concrete, plays the role of bar-mat reinforcement, makes mould bag
Concrete structure has very strong tension flexural capacity, improves a lot than well known mould-bag concrete structure tension performance, is matter leap,
The utility model have the advantages that it is simple in structure, convenient, fast for construction efficiently, cost it is relatively low.
Claims (10)
1. high-strength net mould-bag concrete built in one kind comprising two layers of mould bagging and built-in high-strength net, it is characterised in that:In described
It sets high-strength net to be arranged between two layers of mould bagging, when filling filling expires concrete in mould bag, high-strength net is cast in concrete, plays steel
The effect of muscle net, high-strength net by connecting together between mould bagging above and below vertical dowel, built-in high-strength net be synthetic fibers or
Carbon fiber or braided steel wire form.
2. built-in high-strength net mould-bag concrete according to claim 1, which is characterized in that the built-in high-strength net is one layer.
3. built-in high-strength net mould-bag concrete according to claim 1, which is characterized in that the built-in high-strength net is two layers.
4. built-in high-strength net mould-bag concrete according to claim 1, which is characterized in that the built-in high-strength net is multilayer.
5. built-in high-strength net mould-bag concrete according to claim 1, which is characterized in that the built-in high-strength net is that synthesis is fine
Dimension, carbon fiber and steel wire mixed weaving form.
6. built-in high-strength net mould-bag concrete according to claim 1, which is characterized in that the vertical dowel be with it is high-strength
What net and mould bagging effectively connected, when filling filling in mould bag and expiring concrete, control between high-strength net, between high-strength net and mould bagging
Distance.
7. built-in high-strength net mould-bag concrete according to claim 6, which is characterized in that the vertical dowel is that synthesis is fine
Dimension weaves.
8. built-in high-strength net mould-bag concrete according to claim 6, which is characterized in that the vertical dowel is carbon fiber
It weaves.
9. built-in high-strength net mould-bag concrete according to claim 6, which is characterized in that the vertical dowel is compiled for steel wire
It knits.
10. built-in high-strength net mould-bag concrete according to claim 6, which is characterized in that the vertical dowel is synthesis
Fiber, carbon fiber and steel wire mixed weaving form.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721517427.4U CN207846338U (en) | 2017-11-07 | 2017-11-07 | High-strength net mould-bag concrete built in one kind |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721517427.4U CN207846338U (en) | 2017-11-07 | 2017-11-07 | High-strength net mould-bag concrete built in one kind |
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Publication Number | Publication Date |
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CN207846338U true CN207846338U (en) | 2018-09-11 |
Family
ID=63422276
Family Applications (1)
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CN201721517427.4U Expired - Fee Related CN207846338U (en) | 2017-11-07 | 2017-11-07 | High-strength net mould-bag concrete built in one kind |
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CN (1) | CN207846338U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114207219A (en) * | 2019-08-05 | 2022-03-18 | 郡是株式会社 | Pipe produced from molded body and method for forming slope protection frame |
-
2017
- 2017-11-07 CN CN201721517427.4U patent/CN207846338U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114207219A (en) * | 2019-08-05 | 2022-03-18 | 郡是株式会社 | Pipe produced from molded body and method for forming slope protection frame |
CN114207219B (en) * | 2019-08-05 | 2024-02-20 | 郡是株式会社 | Molded body manufacturing tube and method for forming slope protection frame |
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GR01 | Patent grant | ||
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: 20180911 Termination date: 20211107 |