CN203716048U - Water trampoline bridge - Google Patents
Water trampoline bridge Download PDFInfo
- Publication number
- CN203716048U CN203716048U CN201420022130.0U CN201420022130U CN203716048U CN 203716048 U CN203716048 U CN 203716048U CN 201420022130 U CN201420022130 U CN 201420022130U CN 203716048 U CN203716048 U CN 203716048U
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- Prior art keywords
- bridge
- trampoline
- water
- bridge floor
- walking
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Abstract
The utility model discloses a water trampoline bridge mainly directed at the low safety and single function of prior water trampoline bridges. The water trampoline bridge comprises a bridge body erected on the water surface, and the bridge head and the bridge tail of the bridge body are arranged on the ground. The bridge body comprises a bridge surface and protection structures arranged on the two opposite side of the bridge surface. A plurality of gaps are formed in the bridge surface along the length direction, the bridge surface on the outer sides of the edges of gaps form walking passages between the bridge head and the bridge tail, and trampolines are arranged in the gaps and arranged on the water surface. Each trampoline comprises an elastic layer and a bearing layer which are arranged in a top and down overlapping mode, the intervals between the elastic layers and the bearing layers are in a range of 0cm to 15cm, the elastic layers are in net structures woven through elastic bands and are connected with the edges of the gaps through springs, and the bearing layers are in net structures woven through a plurality of connection ropes.
Description
Technical field
The utility model relates to a kind of spring bridge bed waterborne.
Background technology
Trampoline is the very common project of playing in playground or park, and trampoline is the entertainment selection that a lot of people like.But present trampoline stock size is all very little, load-bearing is also very light, and general all for children prepare, adult is because weight ratio is heavier, multiple adults are upper may cannot upspring because elastic force is not enough to trampoline time on trampoline, even if it is can not bullet very high to have bounced.Existing trampoline is all single layer structure mostly, only has one deck elasticity layer of cloth, mainly relies on the elastic force of elasticity layer of cloth self that people is upspring, if impact force will cause too greatly the deformation of elasticity layer of cloth excessive, and the life-span of loss elasticity layer of cloth.The most important thing is, because the elastic deformation of current elasticity layer of cloth is limited, have structural restriction, it is very large that the area of existing trampoline generally can not do, practicality when cannot meeting many people, and the structure of trampoline is not too firm.
Now also there is the trampoline of some small-sized airbag structures, air bag wafts and floats on the surface, trampoline is arranged on air bag, air bag supporting power is little, the safety of airbag structure do not ensure gas bag floationg on the water surface probably people in jumping, cause the in rotary moving of air bag in the above, the most serious is that air bag overturns, people probably falls in water, if air bag has been pounded people and probably people injured by a crashing object under upset, safety is difficult to be protected.
Utility model content
For the problems referred to above, the utility model provide a kind of firm in structure, moulding is exquisite, load-bearing is large, the jumping bed on water bridge of safety.
For achieving the above object, the utility model jumping bed on water bridge, comprise the pontic being erected on the water surface, the safeguard structure of relative both sides on described pontic comprises bridge floor and is arranged on described bridge floor, the end of the bridge of described pontic and bridge tail are separately positioned on ground, the length of described bridge floor is no less than 170m, the described bridge floor width at narrow place is no less than 15m, on described bridge floor, be provided with some breach along bridge length direction, the bridge floor in described gap edge outside forms end of the bridge to the walking passage between bridge tail, in described breach, be provided with trampoline, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer and the bearing course that overlap, between described elastic layer and described bearing course, be spaced apart 0 to 15cm, described elastic layer is the net structure of being worked out by elastic band, described elastic layer connects the edge of described breach by spring, the described bearing course net structure that many connection cords are made into of serving as reasons, the radius of described connection cord is 1.5cm to 3.0cm.
In an embodiment, the bridge floor of described pontic is rectangle structure, walking passage on described bridge floor comprises two longitudinally walking passage and some the passages of laterally walking, described gap structure is arranged on described two and longitudinally walks between passage, on described bridge floor, be rectangular configuration along the some described breach arranging on the length direction of described bridge floor, described horizontal walking channel vertical connects described longitudinal walking passage, and described horizontal walking channel setting is between two described breach.
Especially, the water surface of described bridge floor below is provided with the some buoyant mass that support described bridge floor.
Further, the width of described longitudinal walking passage is bridge deck width between 1/7 to 1/6, and described vertical passage is 2m-10m along the width on bridge length direction.
Further, the described elastic layer of described trampoline and described bearing course are rectangular configuration, and the length of described elastic layer and described bearing course is not less than 12m width and is not less than 10m.
Preferably, the bridge floor of described pontic and safeguard structure are all to form by truss welding, and described safeguard structure is provided with covering paulin, and the cross section of described covering paulin is symmetrical arcuate structure or is symmetrical triangular structure.
Especially, the safeguard structure of described pontic is provided with LED lamp, described LED lamp electrical connection battery, and described battery connects the solar energy photovoltaic panel being arranged on equally on described safeguard structure.
Further, the safeguard structure of described pontic is provided with speech player.
In an embodiment, the length sides of described bridge floor is curve, described walking passage comprises two length walking passages and some width walking passage, described length walking passage is along the length direction setting of described bridge floor, and be separately positioned on the both sides of described bridge floor length direction, described breach is arranged between two described length walking passages, and the two ends of described width walking passage connect described length walking passage, and described width walking channel setting is between two described breach.
Further, described breach is circular configuration, and the described elastic layer of the trampoline in described breach and described bearing course are to be not less than 10m with the radius of described bearing course.
The utility model jumping bed on water bridge, set up on the water bridge-like structure, trampoline is set in bridge-like structure, meet the amusement of people's jumping bed on waters, bridge-like structure people walk on walking passage, in trampoline, carry out amusement, bridge floor is provided with safeguard structure, prevent that people from falling into the water, people also can view and admire water scenery playing the movement of not worrying trampoline in trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, multiple breach are set on bridge, can carry out subregion to described breach, the trampoline of Different Weight rank is set, the trampoline of different elastic force height, meet people's different demands.
The utility model jumping bed on water bridge, trampoline has adopted double-decker, upper strata arranges elastic layer, lower floor arranges bearing course, trampoline different and of the prior art only has one deck elastic layer structure, trampoline of the prior art often load-bearing and area all little, because in the too large situation of area, the elastic force in the centre position of trampoline is often less than gravity and cannot upsprings in addition, the very large area that the trampoline of single layer structure does is very not firm yet, trampoline of the present utility model is owing to having adopted double-deck design, trampoline can be at least 150 adults of 150 jin of load-bearing simultaneously, the impact force when bearing course of the trampoline lower floor of double layer design falls for accepting human body, upper strata elastic layer is mainly used in human body to be bound to high aerial, so well extended the life-span of elastic layer due to the bearing course design of lower floor, avoid elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, in the time that wherein one deck goes wrong, also have another layer to exist, very on degree, ensure personal safety.
Brief description of the drawings
Fig. 1 is the top view of the embodiment 1 of the utility model jumping bed on water bridge;
Fig. 2 is the lateral view of the embodiment 1 of the utility model jumping bed on water bridge;
Fig. 3 is the left view of the embodiment 1 of the utility model jumping bed on water bridge;
Fig. 4 is the top view of the embodiment 2 of the utility model jumping bed on water bridge;
Fig. 5 is the structural representation of the trampoline of the utility model jumping bed on water bridge waterborne;
Fig. 6 is the structural representation of the trampoline of the utility model jumping bed on water bridge waterborne.
Detailed description of the invention
Below in conjunction with Figure of description, the utility model is further described.
The utility model jumping bed on water bridge, comprise the pontic being erected on the water surface, the end of the bridge of described pontic and bridge tail are separately positioned on ground, the safeguard structure of relative both sides on described pontic comprises bridge floor and is arranged on described bridge floor, the length of described bridge floor is no less than 170m, the described bridge floor width at narrow place is no less than 15m, on described bridge floor, be provided with some breach along bridge length direction, the bridge floor in described gap edge outside forms end of the bridge to the walking passage between bridge tail, in described breach, be provided with trampoline, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer and the bearing course that overlap, between described elastic layer and described bearing course, be spaced apart 0 to 15cm, described elastic layer is the net structure of being worked out by elastic band, described elastic layer connects the edge of described breach by spring, the described bearing course net structure that many connection cords are made into of serving as reasons, the radius of described connection cord is 1.5cm to 3.0cm.
Embodiment 1
As Fig. 1 to 3 and 5, shown in 6, the present embodiment jumping bed on water bridge, comprise the pontic being erected on the water surface, the end of the bridge of described pontic and bridge tail are separately positioned on ground 5, described trampoline bridge is set up on a lake surface in the present embodiment, the safeguard structure 2 of relative both sides on described pontic comprises bridge floor 1 and is arranged on described bridge floor, the bridge floor of described pontic is rectangle structure, the length of described bridge floor is 200m, the width of described bridge floor is 48m, on described bridge floor, be provided with some breach along bridge length direction, described breach is rectangular configuration, described breach has two groups of opposite side of opposing parallel respectively, wherein one group of opposite side parallels with the width edge of bridge floor, another group opposite side parallels with the length sides of bridge floor, described in each, the length of the opposite side paralleling with described bridge deck width limit of breach equates respectively, also be connected respectively and can form straight line by the opposite side paralleling with described bridge floor length sides of breach described in each, described breach is arranged on the centre position on described bridge deck width face, the bridge floor in the outside of two opposite side that described breach parallels with the length direction of described bridge floor forms respectively a described longitudinal walking passage 11 separately, the described longitudinal walking passage of described horizontal walking passage 12 vertical connection, described horizontal walking channel setting is between two described breach, described in each, in breach, be equipped with trampoline 13, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer 31 and the bearing course 32 that overlap, between described elastic layer and described bearing course, be spaced apart 15cm, described elastic layer is the net structure of being worked out by elastic band, described elastic layer connects the edge of described breach by spring, the described bearing course net structure that many connection cords are made into of serving as reasons, the radius of described connection cord is 1.5cm.
In the present embodiment, the water surface of described bridge floor below is provided with the some buoyant mass 3 that support described bridge floor, buoyant mass floats on the surface by buoyancy of water effect, and described trampoline bridge is played to certain supporting role, the inadequate problem of support strength of middle part after placement bridge is oversize.
In the present embodiment, the width of described longitudinal walking passage is bridge deck width 1/6, and described vertical passage is 10m along the width on bridge length direction.
In the present embodiment, the described elastic layer of described trampoline and described bearing course are rectangular configuration, and the length of described elastic layer and described bearing course is that 60m width is 32m.
In the present embodiment, the bridge floor of described pontic and safeguard structure are all to form by truss welding, and people can observe the scenery on the water surface on bridge, and described safeguard structure is provided with and hides paulin 4, and described covering paulin is the globoidal structure that covers described pontic top.Described truss is welded by the pipe of some 80mm*80mm.
The present embodiment jumping bed on water bridge, set up on the water bridge-like structure, trampoline is set in bridge-like structure, meet the amusement of people's jumping bed on waters, bridge-like structure people walk on walking passage, in trampoline, carry out amusement, bridge floor is provided with safeguard structure, prevent that people from falling into the water, people also can view and admire water scenery playing the movement of not worrying trampoline in trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, multiple breach are set on bridge, can carry out subregion to described breach, the trampoline of Different Weight rank is set, the trampoline of different elastic force height, meet people's different demands.
The present embodiment jumping bed on water bridge, trampoline has adopted double-decker, upper strata arranges elastic layer, lower floor arranges bearing course, trampoline different and of the prior art only has one deck elastic layer structure, trampoline of the prior art often load-bearing and area all little, because in the too large situation of area, the elastic force in the centre position of trampoline is often less than gravity and cannot upsprings in addition, the very large area that the trampoline of single layer structure does is very not firm yet, trampoline of the present utility model is owing to having adopted double-deck design, trampoline can be at least 150 adults of 150 jin of load-bearing simultaneously, the impact force when bearing course of the trampoline lower floor of double layer design falls for accepting human body, upper strata elastic layer is mainly used in human body to be bound to high aerial, so well extended the life-span of elastic layer due to the bearing course design of lower floor, avoid elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, in the time that wherein one deck goes wrong, also have another layer to exist, very on degree, ensure personal safety.
The present embodiment jumping bed on water bridge, can realize the basic function of a bridge, allows exactly the people of two sides, lake pass through, and can also realize the function of trampoline amusement.
Embodiment 2
As shown in Figure 4, the present embodiment jumping bed on water bridge, comprise the pontic being erected on the water surface, the end of the bridge of described pontic and bridge tail are separately positioned on ground, described trampoline bridge is set up on a lake surface in the present embodiment, the safeguard structure of relative both sides on described pontic comprises bridge floor and is arranged on described bridge floor, the length of described bridge floor is 300m, the described bridge floor width at narrow place is 60m, on described bridge floor, be provided with some breach along bridge length direction, the bridge floor in described gap edge outside forms end of the bridge to the walking passage between bridge tail, what described breach had is rectangular configuration, what have is circular configuration, the length sides of described bridge floor is curve, described curve is made up of with the straight line that described arc-shaped side two ends are connected the camber line limit of interlude, described bridge floor is axisymmetric shape, article two, straight line and described camber line limit respectively account for 1/3 of bridge length, also the length that is described two straight lines is 100m, distance between two end points on described camber line limit is 100m, described walking passage comprises two length walking passages 21 and some width walking passage 22, described length walking passage is along the length direction setting of described bridge floor, and be separately positioned on the both sides of described bridge floor length direction, described breach is arranged between two described length walking passages, the two ends of described width walking passage connect described length walking passage, described width walking channel setting is between two described breach.Described in each, in breach, be equipped with trampoline 13, described trampoline is arranged on the water surface, wherein said trampoline comprises elastic layer and the bearing course that upper-lower overlapping arranges, between described elastic layer and described bearing course, be spaced apart 0cm, also be that elastic layer and bearing course are affixed setting, the net structure that described elastic layer is worked out by elastic band, described elastic layer is provided with circle or polygon mesh, the edge of described elastic layer is connected by spring with described support, the described bearing course net structure that many connection cords are made into of serving as reasons.
Mesh described in the present embodiment on elastic layer is polygon mesh, and the connection cord of described bearing course is not for having rope made of hemp structure springy, and the radius of described connection cord is 1.5cm.
In the present embodiment, the water surface of described bridge floor below is provided with the some buoyant mass that support described bridge floor, buoyant mass floats on the surface by buoyancy of water effect, and described trampoline bridge is played to certain supporting role, the inadequate problem of support strength of middle part after placement bridge is oversize.
In the present embodiment, the bridge floor of described pontic and safeguard structure are all to form by truss welding, and people can observe the scenery on the water surface on bridge, and described safeguard structure is provided with covering paulin, and described covering paulin is the globoidal structure that covers described pontic top.Described truss is welded by the pipe of some 80mm*80mm.
In the present embodiment, the safeguard structure of described pontic is provided with LED lamp, described LED lamp electrical connection battery, and described battery connects the solar energy photovoltaic panel being arranged on equally on described safeguard structure.The safeguard structure of described pontic is provided with speech player.By solar energy energy supplying energy not only environmental protection but also energy-conservation.Owing to being provided with LED lamp, can use at night, simultaneously by music player, increase the amusement function of trampoline, can conveniently give out information simultaneously.
The span of the width of the described longitudinal walking passage in embodiment 1 can be bridge deck width 1/7 to 1/6 between, described vertical passage is 2m-10m along the distance on bridge length direction.
The utility model jumping bed on water bridge, breach on trampoline bridge is not limited to the shape described in above-described embodiment, described breach is that described elastic layer and the described bearing course of trampoline is rectangular configuration described in rectangular configuration, and the length of described elastic layer and described bearing course is not less than 12m width and is not less than 10m.
The utility model jumping bed on water bridge, the bridge floor of described pontic and safeguard structure are all to form by truss welding, and described safeguard structure is provided with covering paulin, and the cross section of described covering paulin is symmetrical arcuate structure or is symmetrical triangular structure.
Bridge floor shape of the present utility model is not limited to above-mentioned bridge floor shape, as long as bridge shape structure, and is provided with trampoline thereon, and be provided with end of the bridge to the passage of bridge tail all in protection domain of the present utility model.
Trampoline described in the present embodiment, adopt double-decker, upper strata arranges elastic layer, lower floor arranges bearing course, trampoline different and of the prior art only has one deck elastic layer structure, trampoline of the prior art often load-bearing and area all little, because in the too large situation of area, the elastic force in the centre position of trampoline is often less than gravity and cannot upsprings in addition, the very large area that the trampoline of single layer structure does is very not firm yet, trampoline of the present utility model is owing to having adopted double-deck design, trampoline can be at least 150 adults of 150 jin of load-bearing simultaneously, the impact force when bearing course of the trampoline lower floor of double layer design falls for accepting human body, upper strata elastic layer is mainly used in human body to be bound to high aerial, so well extended the life-span of elastic layer due to the bearing course design of lower floor, avoid elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, in the time that wherein one deck goes wrong, also have another layer to exist, very on degree, ensure personal safety.
Above; it is only preferred embodiment of the present utility model; but protection domain of the present utility model is not limited to this; any be familiar with those skilled in the art the utility model disclose technical scope in; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain that claim was defined.
Claims (10)
1. a jumping bed on water bridge, it is characterized in that: comprise the pontic being erected on the water surface, the safeguard structure of relative both sides on described pontic comprises bridge floor and is arranged on described bridge floor, the end of the bridge of described pontic and bridge tail are separately positioned on ground, the length of described bridge floor is no less than 170m, the described bridge floor width at narrow place is no less than 15m, on described bridge floor, be provided with some breach along bridge length direction, the bridge floor in described gap edge outside forms end of the bridge to the walking passage between bridge tail, in described breach, be provided with trampoline, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer and the bearing course that overlap, between described elastic layer and described bearing course, be spaced apart 0 to 15cm, described elastic layer is the net structure of being worked out by elastic band, described elastic layer connects the edge of described breach by spring, the described bearing course net structure that many connection cords are made into of serving as reasons, the radius of described connection cord is 1.5cm to 3.0cm.
2. jumping bed on water bridge according to claim 1, it is characterized in that: the bridge floor of described pontic is rectangle structure, walking passage on described bridge floor comprises two longitudinally walking passage and some the passages of laterally walking, described gap structure is arranged on described two and longitudinally walks between passage, on described bridge floor, be rectangular configuration along the some described breach arranging on the length direction of described bridge floor, described horizontal walking channel vertical connects described longitudinal walking passage, and described horizontal walking channel setting is between two described breach.
3. jumping bed on water bridge according to claim 1, is characterized in that: the water surface of described bridge floor below is provided with the some buoyant mass that support described bridge floor.
4. jumping bed on water bridge according to claim 2, is characterized in that: the width of described longitudinal walking passage is bridge deck width between 1/7 to 1/6, and described vertical passage is 2m-10m along the width on bridge length direction.
5. jumping bed on water bridge according to claim 1, is characterized in that: the described elastic layer of described trampoline and described bearing course are rectangular configuration, and the length of described elastic layer and described bearing course is not less than 12m width and is not less than 10m.
6. jumping bed on water bridge according to claim 1, it is characterized in that: the bridge floor of described pontic and safeguard structure are all to form by truss welding, described safeguard structure is provided with covering paulin, and the cross section of described covering paulin is symmetrical arcuate structure or is symmetrical triangular structure.
7. jumping bed on water bridge according to claim 1, is characterized in that: the safeguard structure of described pontic is provided with LED lamp, described LED lamp electrical connection battery, and described battery connects the solar energy photovoltaic panel being arranged on equally on described safeguard structure.
8. jumping bed on water bridge according to claim 1, is characterized in that: the safeguard structure of described pontic is provided with speech player.
9. jumping bed on water bridge according to claim 1, it is characterized in that: the length sides of described bridge floor is curve, described walking passage comprises two length walking passages and some width walking passage, described length walking passage is along the length direction setting of described bridge floor, and be separately positioned on the both sides of described bridge floor length direction, described breach is arranged between two described length walking passages, the two ends of described width walking passage connect described length walking passage, and described width walking channel setting is between two described breach.
10. jumping bed on water bridge according to claim 1, is characterized in that: described breach is circular configuration, and the described elastic layer of the trampoline in described breach and described bearing course are to be not less than 10m with the radius of described bearing course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420022130.0U CN203716048U (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420022130.0U CN203716048U (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203716048U true CN203716048U (en) | 2014-07-16 |
Family
ID=51155216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420022130.0U Expired - Fee Related CN203716048U (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203716048U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711070A (en) * | 2014-01-14 | 2014-04-09 | 李在东 | Water trampoline bridge |
-
2014
- 2014-01-14 CN CN201420022130.0U patent/CN203716048U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711070A (en) * | 2014-01-14 | 2014-04-09 | 李在东 | Water trampoline bridge |
| CN103711070B (en) * | 2014-01-14 | 2016-03-02 | 李在东 | Water trampoline bridge |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140716 Termination date: 20210114 |
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| CF01 | Termination of patent right due to non-payment of annual fee |