CN204000934U - Double-strength pipe trench cover - Google Patents
Double-strength pipe trench cover Download PDFInfo
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- CN204000934U CN204000934U CN201420484053.0U CN201420484053U CN204000934U CN 204000934 U CN204000934 U CN 204000934U CN 201420484053 U CN201420484053 U CN 201420484053U CN 204000934 U CN204000934 U CN 204000934U
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Abstract
The utility model relates to a kind of double-strength pipe trench cover, comprise concrete and be built in the skeleton in concrete, described skeleton comprises at least two layers of nonmetal grid beam be arrangeding in parallel and some nonmetal connectors, the two sides up and down at each crossed node place of described nonmetal grid beam are respectively equipped with a connection end, between described neighbouring two-layer nonmetal grid beam, peg graft respectively or a nonmetal connector of socket on the connection end of correspondence.Double-strength pipe trench cover of the present utility model, simple in structure, novel, adopt nonmetal grid beam to replace cage of reinforcement, reduce unit weight, and can improve mechanical property, intensity is high, good toughness, crack resistance are good, corrosion-resistant, can electromagnetic signal not produced and be disturbed.
Description
Technical field
The utility model relates to cover plate technical field, especially a kind of double-strength pipe trench cover.
Background technology
On pipeline, irrigation canals and ditches, need adaptive cover plate, common cover plate is generally concrete structure or steel plate, and ordinary concrete is that fragile material, stretch-proof performance and bend resistance poor-performing and unit weight are large.Though it is many that steel concrete improves ordinary concrete defect, concrete produces behind crack, and the easy corrosion of reinforcing bar, unit weight are also large, and especially reinforced concrete member, under the adverse circumstances such as marine corrosion, after corrosion of steel bar, is easily split up concrete component; And reinforcing bar strengthens concrete component and have metal material, easily electromagnetic signal is produced and disturbed.And if adopt chopped strand to strengthen concrete, easily there is agglomeration in chopped strand in concrete substrate, disperses inhomogeneously, and short fiber improves limited to the supporting capacity of concrete component.Steel plate produces and disturbs electromagnetic signal especially, therefore needs a kind of cover plate durable, that can not disturb electromagnetic signal generation.
Utility model content
The technical problems to be solved in the utility model is: overcome cover plate intensity of the prior art not high, poor mechanical property, has the technical problem of electromagnetic interference, a kind of double-strength pipe trench cover is provided, and mechanical property is good, and intensity is large, unit weight is little, can electromagnetic signal not produced and be disturbed.
The utility model solves the technical scheme that its technical problem adopts: a kind of double-strength pipe trench cover, comprise concrete and be built in the skeleton in concrete, described skeleton comprises at least two layers of nonmetal grid beam be arrangeding in parallel and some nonmetal connectors, the two sides up and down at each crossed node place of described nonmetal grid beam are respectively equipped with a connection end, between described neighbouring two-layer nonmetal grid beam, peg graft respectively or a nonmetal connector of socket on the connection end of correspondence.By nonmetal skeleton, play and strengthen concrete effect, and can electromagnetic signal not produced and be disturbed.
Further, according to actual needs, the number of plies of described nonmetal grid beam is 2-5 layer, and nonmetal grid beam consists of pipe or the bar of some horizontally sets and some longitudinal settings.The number of plies of nonmetal grid beam and spacing can design according to actual needs.
The first embodiment, described nonmetal grid beam is glass steelframe and/or carbon fiber frame, described connection end is external thread rod, described nonmetal connector is glass fiber reinforced plastic tube connector and/or carbon fiber tube connector, and the two ends of glass fiber reinforced plastic tube connector and/or carbon fiber tube connector have the internal thread segment of mating with the external screw thread of connection end.Adopt glass fiber reinforced plastic or carbon fiber material can reduce unit weight, can strengthen the bonding strength between nonmetal connector and nonmetal grid beam.
The second embodiment, described nonmetal grid beam is glass steelframe and/or carbon fiber frame, described connection end is riffled tube, described nonmetal connector is glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod, and the two ends of glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod have the external thread rod mating with the internal thread of connection end.Adopt glass fiber reinforced plastic or carbon fiber material can reduce unit weight, can strengthen the bonding strength between nonmetal connector and nonmetal grid beam.
The beneficial effects of the utility model are, double-strength pipe trench cover of the present utility model, simple in structure, novel, adopt nonmetal grid beam to replace cage of reinforcement, reduce unit weight, and can improve mechanical property, intensity is high, good toughness, crack resistance are good, corrosion-resistant, can electromagnetic signal not produced and be disturbed.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the structural representation of double-strength pipe trench cover preferred embodiment of the present utility model;
Fig. 2 is the stereogram of skeleton of the present utility model;
Fig. 3 is the three-dimensional exploded view of skeleton of the present utility model.
In figure: 1. concrete, 2. skeleton, 21. nonmetal grid beams, 22. nonmetal connectors, 23. connection ends.
The specific embodiment
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, basic structure of the present utility model is only described in a schematic way, so it only show the formation relevant with the utility model.
As shown in Figure 1 to Figure 3, a kind of double-strength pipe trench cover of the present utility model, comprise concrete 1 and be built in the skeleton 2 in concrete 1, described skeleton 2 comprises at least two layers of nonmetal grid beam 21 be arrangeding in parallel and some nonmetal connectors 22, the two sides up and down at each crossed node place of described nonmetal grid beam 21 are respectively equipped with a connection end 23, between described neighbouring two-layer nonmetal grid beam 21, peg graft respectively or a nonmetal connector 22 of socket on the connection end 23 of correspondence.By nonmetal skeleton 2, play the effect that adds reinforced concrete 1, and can electromagnetic signal not produced and be disturbed.
Further, according to actual needs, the number of plies of described nonmetal grid beam 21 is 2-5 layer, and nonmetal grid beam 21 consists of pipe or the bar of some horizontally sets and some longitudinal settings.The number of plies of nonmetal grid beam 21 and spacing can design according to actual needs.
The first embodiment, described nonmetal grid beam 21 is glass steelframe and/or carbon fiber frame, described connection end 23 is external thread rod, described nonmetal connector 22 is glass fiber reinforced plastic tube connector and/or carbon fiber tube connector, and the two ends of glass fiber reinforced plastic tube connector and/or carbon fiber tube connector have the internal thread segment of mating with the external screw thread of connection end 23.Adopt glass fiber reinforced plastic or carbon fiber material can effectively reduce unit weight, can strengthen the bonding strength between nonmetal connector 22 and nonmetal grid beam 21.
The second embodiment, described nonmetal grid beam 21 is glass steelframe and/or carbon fiber frame, described connection end 23 is riffled tube, described nonmetal connector 22 is glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod, and the two ends of glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod have the external thread rod mating with the internal thread of connection end 23.Adopt glass fiber reinforced plastic or carbon fiber material can effectively reduce unit weight, can strengthen the bonding strength between nonmetal connector 22 and nonmetal grid beam 21.
Double-strength pipe trench cover of the present utility model, when making, is made skeleton in advance according to actual needs, skeleton is positioned in concrete mold, and to concreting in mould, compacting is stirred in vibration, carries out curing conservation after completing.
Adopt nonmetal grid beam to replace cage of reinforcement, especially adopt glass fiber reinforced plastic or carbon fiber material, effectively reduce unit weight, and can improve mechanical property, intensity is high, good toughness, crack resistance are good, corrosion-resistant, can electromagnetic signal not produced and be disturbed.
The above-mentioned foundation desirable embodiment of the present utility model of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this utility model technological thought, carry out various change and modification completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (4)
1. a double-strength pipe trench cover, comprise concrete and be built in the skeleton in concrete, it is characterized in that: described skeleton comprises at least two layers of nonmetal grid beam be arrangeding in parallel and some nonmetal connectors, the two sides up and down at each crossed node place of described nonmetal grid beam are respectively equipped with a connection end, between described neighbouring two-layer nonmetal grid beam, peg graft respectively or a nonmetal connector of socket on the connection end of correspondence.
2. double-strength pipe trench cover as claimed in claim 1, is characterized in that: the number of plies of described nonmetal grid beam is 2-5 layer, and nonmetal grid beam consists of pipe or the bar of some horizontally sets and some longitudinal settings.
3. double-strength pipe trench cover as claimed in claim 2, it is characterized in that: described nonmetal grid beam is glass steelframe and/or carbon fiber frame, described connection end is external thread rod, described nonmetal connector is glass fiber reinforced plastic tube connector and/or carbon fiber tube connector, and the two ends of glass fiber reinforced plastic tube connector and/or carbon fiber tube connector have the internal thread segment of mating with the external screw thread of connection end.
4. double-strength pipe trench cover as claimed in claim 2, it is characterized in that: described nonmetal grid beam is glass steelframe and/or carbon fiber frame, described connection end is riffled tube, described nonmetal connector is glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod, and the two ends of glass fiber reinforced plastic connecting rod and/or carbon fiber connecting rod have the external thread rod mating with the internal thread of connection end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420484053.0U CN204000934U (en) | 2014-08-26 | 2014-08-26 | Double-strength pipe trench cover |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420484053.0U CN204000934U (en) | 2014-08-26 | 2014-08-26 | Double-strength pipe trench cover |
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CN204000934U true CN204000934U (en) | 2014-12-10 |
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CN201420484053.0U Active CN204000934U (en) | 2014-08-26 | 2014-08-26 | Double-strength pipe trench cover |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107497144A (en) * | 2017-09-22 | 2017-12-22 | 中国恩菲工程技术有限公司 | For concentrator cover plate and there is its concentrator |
CN113681709A (en) * | 2021-06-16 | 2021-11-23 | 东南大学 | Preparation method of prefabricated foam fiber self-repairing concrete public pipeline cover plate |
-
2014
- 2014-08-26 CN CN201420484053.0U patent/CN204000934U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107497144A (en) * | 2017-09-22 | 2017-12-22 | 中国恩菲工程技术有限公司 | For concentrator cover plate and there is its concentrator |
CN113681709A (en) * | 2021-06-16 | 2021-11-23 | 东南大学 | Preparation method of prefabricated foam fiber self-repairing concrete public pipeline cover plate |
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