CN207176623U - A kind of novel honeycomb steel wire dam bag of rubber dam - Google Patents
A kind of novel honeycomb steel wire dam bag of rubber dam Download PDFInfo
- Publication number
- CN207176623U CN207176623U CN201721150656.7U CN201721150656U CN207176623U CN 207176623 U CN207176623 U CN 207176623U CN 201721150656 U CN201721150656 U CN 201721150656U CN 207176623 U CN207176623 U CN 207176623U
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- CN
- China
- Prior art keywords
- steel wire
- dam
- glue layer
- honeycomb steel
- covering glue
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Abstract
The utility model discloses a kind of novel honeycomb steel wire dam bag of rubber dam, the dam bag is mainly made up of honeycomb steel wire mesh frame, covering glue layer, connector three parts；The honeycomb steel wire mesh frame is formed by spiral wire braiding, and it is comb shapes to weave the steel wire combined, is asymmetric be staggered between honeycomb steel wire mesh frame when the skeleton number of plies is more than one layer；The covering glue layer is divided into outer covering glue layer and interior covering glue layer, and outer covering glue layer relatively thickness is dam bag outer surface, and interior covering glue layer is relatively thin to be used to isolate honeycomb steel wire mesh frame；The connector is located at honeycomb steel wire mesh frame edge, is easy to the connector with other dam bags to be connected.The novel honeycomb steel wire dam bag of rubber dam is higher compared to traditional dam bag its puncture-resistant abrasiveness, service life is longer, dam bag bulk strength is bigger, resistance to overturning is more preferable, security is higher, cost is relatively low.
Description
Technical field
The utility model belongs to dam dam bag technical field of structures, more particularly to a kind of novel honeycomb steel wire part for rubber dam
Dam bag.
Background technology
Part for rubber dam is the size by design requirement by dam bag, and it is in closed to be anchored on bottom plate, will by fill-drain syctem
It is inflated into pocket type checkdam.The framework material for making dam bag of rubber dam at present uses composite fibre materials, using synthesis
Fiber cloth, which does the problem of dam marsupial bone rack-layer, mainly to be had：Easily pierce through, be easily worn through, if sharp floating body easily pierces through on river course
Or worn out dam bag, in turn result in dam bag and prolong breakage tear, form broken dam, dam break；Stress reaches between the multilayer casing play of dam bag
Less than absolute equilibrium, it can form that a certain layer casing play stress is larger, when certain layer of larger casing play of stress reaches unit strength
Can first it be broken during the limit, dam bag general safety low intensity；The higher dam of height of dam is needed using the higher synthetic fiber cloth of intensity,
Casing play cost is higher, accounts for more than the 2/3 of dam bag cost, and production cost is difficult effectively to reduce, and influences answering for rubber dam
With and promote；Delamination occurs during the multilayer casing play use of dam bag, reduces the quality and security of dam bag；It is limited to
The strength problem of synthetic fiber cloth, the height of rubber dam are restricted.Due to the increasingly raising of the market demand, using novel framework
The dam bag that material is made is the direction of part for rubber dam exploitation.
Utility model content
The purpose of this utility model is a kind of novel honeycomb steel wire dam bag of rubber dam of research, there is provided a kind of puncture-resistant mill
Damage, service life are long, big, safe, the lower-cost dam bag of rubber dam of dam bag bulk strength.
To reach above-mentioned purpose, the scheme that the utility model uses is as follows：
A kind of novel honeycomb steel wire dam bag of rubber dam, the dam bag is mainly by honeycomb steel wire mesh frame, covering glue layer, company
Joint three parts form.
The honeycomb steel wire mesh frame is formed by spiral wire braiding, and each unit is shaped as waiting hexagon, braiding
The steel wire combined is comb shapes, is asymmetric interlock between honeycomb steel wire mesh frame when the skeleton number of plies is more than one layer
Arrangement, to strengthen dam bag covering glue layer stress, make that it is equally loaded；The covering glue layer is divided into outer covering glue layer and interior covering
Glue-line, outer covering glue layer relatively thickness are dam bag outer surface, and interior covering glue layer is relatively thin to be used to isolate honeycomb steel wire mesh frame；The connection
Head is located at honeycomb steel wire mesh frame edge, and covering glue layer does not cover herein, is easy to the connector with other dam bags to be connected, connection
Head width is a hexagonal cells.
The honeycomb steel wire mesh frame that each unit is grade hexagon is woven into spiral wire.As needed, if dam bag institute
It is one layer to need the skeleton number of plies, then outer covering glue layer and honeycomb steel wire mesh frame is combined as a whole by sulfurization technology, and reserve
Connector；If the skeleton number of plies needed for dam bag is more than one layer, need to cover interior covering glue layer between casing play, and make honeycomb steel wire
Be between skeleton it is asymmetric be staggered, make covering glue layer uniform force, then by sulfurization technology by covering glue layer and honeycomb steel
Silk screen skeleton is combined as a whole, and reserves connector.When being connected between two dam bags, by the spiral wire in connector by two
Individual connector overlapped woven connection, and covering glue layer is added, combined together by sulfurization technology.
The utility model has the advantages that：The novel honeycomb steel wire dam bag of rubber dam is compared to traditional its puncture-resistant of dam bag
Abrasiveness is higher, and service life is longer；Due to using honeycomb structure, and asymmetric between multilayer skeleton it is staggered so that skeleton
Bigger with rubber cover interfacial friction, its stability is stronger, covering glue layer uniform force；The overlapped woven of connector between two dam bags
Connected mode make it that dam bag of rubber dam bulk strength is stable, and globality is strengthened, better quality.
Brief description of the drawings
Fig. 1 is novel honeycomb steel wire dam bag of rubber dam organigram.
Fig. 2 is one layer of skeleton dam bag side view.
Fig. 3 is multilayer skeleton dam bag side view.
Fig. 4 is multilayer skeleton dam bag plan.
Fig. 5 is that two dam bags connect plan.
Fig. 6 is that two dam bags connect side view.
Marginal data：1-honeycomb steel wire mesh frame；2-covering glue layer；3-connector；4-outer covering glue layer；5-interior
Covering glue layer.
Embodiment
The utility model provides a kind of novel honeycomb steel wire dam bag of rubber dam, to make the mould that the utility model is established
Type, the technical scheme realized, the purpose effect characteristic reached are more explicit, the utility model is made below in conjunction with the accompanying drawings into
One step explanation.
As shown in Figure 1, Figure 3, a kind of novel honeycomb steel wire dam bag of rubber dam, the dam bag by honeycomb steel wire mesh frame 1,
Covering glue layer 2, the three parts of connector 3 composition.The honeycomb steel wire mesh frame 1 is formed by spiral wire braiding, each unit
Be shaped as wait hexagon, it be comb shapes to weave the steel wire combined, when the skeleton number of plies more than one layer when, honeycomb steel wire
Be between network framework 1 it is asymmetric be staggered, to strengthen dam bag covering glue layer stress, make that it is equally loaded；The covering glue layer 2
It is divided into outer covering glue layer 4 and interior covering glue layer 5, the outer relatively thickness of covering glue layer 4 is dam bag outer surface, and interior covering glue layer 5 is relatively thin to be used for
Isolate honeycomb steel wire mesh frame 1；The connector 3 is located at the edge of honeycomb steel wire mesh frame 1, and covering glue layer 2 does not cover herein, just
It is connected in the connector 3 with other dam bags, connection head width is a hexagonal cells.
As shown in figure 1, it is woven into the honeycomb steel wire mesh frame 1 that each unit is grade hexagon with spiral wire.
As shown in Fig. 2 as needed, if the number of plies of skeleton 1 needed for dam bag is one layer, by sulfurization technology by outer rubber cover
Layer 4 is combined as a whole with honeycomb steel wire mesh frame 1, and reserves connector 3.
As shown in Figure 3, Figure 4, as needed, if the number of plies of skeleton 1 needed for dam bag is more than one layer, need to cover between 1 layer of skeleton
Covering glue layer 5 in lid, and make be between honeycomb steel wire mesh frame 1 it is asymmetric be staggered, make the uniform force of covering glue layer 2, then
Covering glue layer 2 and honeycomb steel wire mesh frame 1 are combined as a whole by sulfurization technology, and reserve connector 3.
As shown in Figure 5, Figure 6, when being connected between two dam bags, by the spiral wire in connector 3 by two connectors 3
Overlapped woven connects, and adds covering glue layer 2, is combined together by sulfurization technology.
It is not new to this practicality although above-mentioned specific embodiment of the present utility model is described with reference to accompanying drawing
The limitation of type protection domain.It is any on the basis of the technical solution of the utility model, it is not necessary to pay creative work
The various modifications made, equivalent substitution, modification and improvement etc. are still within the scope of protection of the utility model.
Claims (1)
- A kind of 1. novel honeycomb steel wire dam bag of rubber dam, it is characterised in that the dam bag mainly by honeycomb steel wire mesh frame, cover Lid glue-line, connector three parts composition；The honeycomb steel wire mesh frame is formed by spiral wire braiding, the shape of each unit To wait hexagon, it is comb shapes to weave the steel wire combined, when the skeleton number of plies is more than one layer, honeycomb steel wire mesh frame Between be it is asymmetric be staggered, to strengthen dam bag covering glue layer stress, make that it is equally loaded；The covering glue layer is divided into overcoating Lid glue-line and interior covering glue layer, outer covering glue layer relatively thickness are dam bag outer surface, and interior covering glue layer is relatively thin to be used to isolate honeycomb steel wire Network framework；The connector is located at honeycomb steel wire mesh frame edge, and covering glue layer does not cover herein, is easy to the company with other dam bags Joint is connected, and connection head width is a hexagonal cells.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150656.7U CN207176623U (en) | 2017-09-09 | 2017-09-09 | A kind of novel honeycomb steel wire dam bag of rubber dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721150656.7U CN207176623U (en) | 2017-09-09 | 2017-09-09 | A kind of novel honeycomb steel wire dam bag of rubber dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207176623U true CN207176623U (en) | 2018-04-03 |
Family
ID=61741955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721150656.7U Expired - Fee Related CN207176623U (en) | 2017-09-09 | 2017-09-09 | A kind of novel honeycomb steel wire dam bag of rubber dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207176623U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374051A (en) * | 2019-07-29 | 2019-10-25 | 山东滨海新材料科技有限公司 | A kind of grating type short-term training dykes and dams construction method |
-
2017
- 2017-09-09 CN CN201721150656.7U patent/CN207176623U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374051A (en) * | 2019-07-29 | 2019-10-25 | 山东滨海新材料科技有限公司 | A kind of grating type short-term training dykes and dams construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20180403 Termination date: 20180909 |