CN103711070B - Water trampoline bridge - Google Patents
Water trampoline bridge Download PDFInfo
- Publication number
- CN103711070B CN103711070B CN201410016683.XA CN201410016683A CN103711070B CN 103711070 B CN103711070 B CN 103711070B CN 201410016683 A CN201410016683 A CN 201410016683A CN 103711070 B CN103711070 B CN 103711070B
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- bridge
- trampoline
- bridge floor
- elastic layer
- pontic
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- Bridges Or Land Bridges (AREA)
Abstract
The present invention discloses a kind of water trampoline bridge, and the safety mainly for existing jumping bed on water is low, function singleness and designing.Water trampoline bridge of the present invention, comprise the pontic be erected on the water surface, end of the bridge and the bridge tail of described pontic are separately positioned on ground, described pontic comprises bridge floor and the safeguard structure being arranged on relative both sides on described bridge floor, described bridge floor is provided with some breach along bridge length direction, bridge floor outside described gap edge forms the walking passageway between end of the bridge to bridge tail, trampoline is provided with in described breach, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer that overlaps and bearing course, 0 to 15cm is spaced apart between described elastic layer and described bearing course, 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, described bearing course is the net structure be made into by many connection cords.
Description
Technical field
The present invention relates to a kind of spring bridge bed waterborne.
Background technology
Trampoline is very common project of playing in playground or park, and trampoline is the entertainment selection that a lot of people likes.But present trampoline stock size is all very little, load-bearing is also very light, generally all for children prepare, is grown up because weight ratio is heavier, on multiple adult to trampoline time trampoline cannot may to upspring because elastic force is not enough, even if bounce can not bullet very high.Existing trampoline is all single layer structure mostly, only has one deck elasticity layer of cloth, and people upsprings by the main elastic force of elasticity layer of cloth self that relies on, 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, to there is structural restriction, it is very large that the area of existing trampoline generally can not do, and practical while cannot meeting many people, the structure of trampoline is not too firm.
Also there is now 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 cause the in rotary moving of air bag when jumping above, the most seriously air bag overturns, and people probably falls in water, probably people is injured by a crashing object if air bag has pounded people when overturning, safety is difficult to be protected.
Summary of the invention
For the problems referred to above, the invention provides a kind of firm in structure, moulding is exquisite, load-bearing is large, the water trampoline bridge of safety.
For achieving the above object, water trampoline bridge of the present invention, comprise the pontic be erected on the water surface, described pontic comprises bridge floor and the safeguard structure being arranged on relative both sides on described bridge floor, end of the bridge and the bridge tail of described pontic are separately positioned on ground, the length of described bridge floor is no less than 170m, the width at the described the narrowest place of bridge floor is no less than 15m, described bridge floor is provided with some breach along bridge length direction, bridge floor outside described gap edge forms the walking passageway between end of the bridge to bridge tail, trampoline is provided with in described breach, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer that overlaps and bearing course, 0 to 15cm is spaced apart between described elastic layer and described bearing course, 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, described bearing course is the net structure be made into by many connection cords, the radius of described connection cord is 1.5cm to 3.0cm.
In an embodiment, water trampoline bridge according to claim 1, it is characterized in that: the bridge floor of described pontic is rectangle structure, walking passageway on described bridge floor comprises two longitudinal walking passageway and some horizontal walking passageway, described gap structure is arranged between described two longitudinal walking passageway, described bridge floor is rectangular configuration along the some described breach that the length direction of described bridge floor is arranged, described horizontal walking passageway vertically connects described longitudinal walking passageway, and described horizontal walking passageway is arranged between two described breach.
Especially, the water surface below described bridge floor is provided with the some buoyant mass supporting described bridge floor.
Further, the width of described longitudinal walking passageway be bridge deck width 1/7 to 1/6 between, 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 formed by truss welding, and described safeguard structure is provided with and hides fluffy, and the fluffy cross section of described covering is symmetrical arcuate structure or is symmetrical triangular structure.
Especially, the safeguard structure of described pontic is provided with LED, and described LED electrical connection battery, described battery connects the solar energy photovoltaic panel be 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 passageway comprises two length walking passageway and some width walking passageway, described length walking passageway is arranged along the length direction 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 passageway, and the two ends of described width walking passageway connect described length walking passageway, 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 be not less than 10m with the radius of described bearing course.
Water trampoline bridge of the present invention, set up bridge-like structure on the water, in bridge-like structure, trampoline is set, meet the amusement of people's jumping bed on water, bridge-like structure people walk on walking passageway, amusement is carried out in trampoline, bridge floor is provided with safeguard structure, prevent people from falling into the water, people also can view and admire the movement that water scenery does not worry trampoline while playing trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, bridge is arranged multiple breach, subregion can be carried out to described breach, the trampoline of Different Weight rank is set, the trampoline of different elastic force height, meet the different demands of people.
Water trampoline bridge of the present invention, trampoline have employed 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 is all little, because when area is too large, 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 invention is owing to have employed double-deck design, trampoline can 150 adults of load-bearing 150 jin at least simultaneously, the bearing course of the trampoline lower floor of double layer design is for accepting impact force during personal fall, it is aerial that upper strata elastic layer is mainly used in human body being bound to height, bearing course due to lower floor design like this well extends the life-span of elastic layer, avoid elastic layer to damage under the impact force of large intensity, the simultaneously double-deck design is also dual fail-safe, when wherein one deck goes wrong, another layer is also had to exist, on degree, ensure that very much the safety of the person.
Accompanying drawing explanation
Fig. 1 is the top view of the embodiment 1 of water trampoline bridge of the present invention;
Fig. 2 is the lateral view of the embodiment 1 of water trampoline bridge of the present invention;
Fig. 3 is the left view of the embodiment 1 of water trampoline bridge of the present invention;
Fig. 4 is the top view of the embodiment 2 of water trampoline bridge of the present invention;
Fig. 5 is the structural representation of the trampoline of the present invention's water trampoline bridge waterborne;
Fig. 6 is the structural representation of the trampoline of the present invention's water trampoline bridge waterborne.
Detailed description of the invention
Below in conjunction with Figure of description, the present invention will be further described.
Water trampoline bridge of the present invention, comprise the pontic be erected on the water surface, end of the bridge and the bridge tail of described pontic are separately positioned on ground, described pontic comprises bridge floor and the safeguard structure being arranged on relative both sides on described bridge floor, the length of described bridge floor is no less than 170m, the width at the described the narrowest place of bridge floor is no less than 15m, described bridge floor is provided with some breach along bridge length direction, bridge floor outside described gap edge forms the walking passageway between end of the bridge to bridge tail, trampoline is provided with in described breach, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer that overlaps and bearing course, 0 to 15cm is spaced apart between described elastic layer and described bearing course, 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, described bearing course is the net structure be made into by many connection cords, 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 water trampoline bridge, comprise the pontic be 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, described pontic comprises bridge floor 1 and the safeguard structure 2 being arranged on relative both sides 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, described bridge floor is provided with some breach along bridge length direction, described breach is rectangular configuration, described breach has two groups of opposite side 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, breach described in each equal respectively with the length of the opposite side that described bridge deck width limit parallels, being connected respectively can forming straight line with the opposite side that described bridge floor length sides parallels also by 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 a described longitudinal walking passageway 11 separately respectively, described horizontal walking passageway 12 vertically connects described longitudinal walking passageway, described horizontal walking passageway is arranged between two described breach, trampoline 13 is equipped with in breach described in each, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer 31 that overlaps and bearing course 32, 15cm is spaced apart between described elastic layer and described bearing course, 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, described bearing course is the net structure be made into by many connection cords, the radius of described connection cord is 1.5cm.
In the present embodiment, the water surface below described bridge floor is provided with the some buoyant mass 3 supporting described bridge floor, buoyant mass is floated on the surface by buoyancy of water effect, plays certain supporting role to described trampoline bridge, the problem that after placement bridge is oversize, the support strength of middle part is inadequate.
In the present embodiment, the width of described longitudinal walking passageway is 1/6 of bridge deck width, 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 60m width is 32m.
In the present embodiment, the bridge floor of described pontic and safeguard structure are all formed by truss welding, and people can observe the scenery on the water surface on bridge, and described safeguard structure is provided with and hides fluffy 4, the fluffy globoidal structure for covering above described pontic of described covering.Described truss is welded by the pipe of some 80mm*80mm.
The present embodiment water trampoline bridge, set up bridge-like structure on the water, in bridge-like structure, trampoline is set, meet the amusement of people's jumping bed on water, bridge-like structure people walk on walking passageway, amusement is carried out in trampoline, bridge floor is provided with safeguard structure, prevent people from falling into the water, people also can view and admire the movement that water scenery does not worry trampoline while playing trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, bridge is arranged multiple breach, subregion can be carried out to described breach, the trampoline of Different Weight rank is set, the trampoline of different elastic force height, meet the different demands of people.
The present embodiment water trampoline bridge, trampoline have employed 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 is all little, because when area is too large, 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 invention is owing to have employed double-deck design, trampoline can 150 adults of load-bearing 150 jin at least simultaneously, the bearing course of the trampoline lower floor of double layer design is for accepting impact force during personal fall, it is aerial that upper strata elastic layer is mainly used in human body being bound to height, bearing course due to lower floor design like this well extends the life-span of elastic layer, avoid elastic layer to damage under the impact force of large intensity, the simultaneously double-deck design is also dual fail-safe, when wherein one deck goes wrong, another layer is also had to exist, on degree, ensure that very much the safety of the person.
The present embodiment water trampoline bridge, can realize the basic function of a bridge, allows the people of two sides, lake pass through exactly, can also realize the function of trampoline amusement.
Embodiment 2
As shown in Figure 4, the present embodiment water trampoline bridge, comprise the pontic be erected on the water surface, end of the bridge and the bridge tail of described pontic are separately positioned on ground, described trampoline bridge is set up on a lake surface in the present embodiment, described pontic comprises bridge floor and the safeguard structure being arranged on relative both sides on described bridge floor, the length of described bridge floor is 300m, the width at the described the narrowest place of bridge floor is 60m, described bridge floor is provided with some breach along bridge length direction, bridge floor outside described gap edge forms the walking passageway between end of the bridge to bridge tail, what described breach had is rectangular configuration, what have is circular configuration, the length sides of described bridge floor is curve, the straight line that described curve is connected with described arc-shaped side two ends by the camber line limit of interlude is formed, described bridge floor is axisymmetric shape, article two, straight line and described camber line limit respectively account for 1/3 of bridge length, also namely the length of described two straight lines is 100m, distance between two end points on described camber line limit is 100m, described walking passageway comprises two length walking passageway 21 and some width walking passageway 22, described length walking passageway is arranged along the length direction 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 passageway, the two ends of described width walking passageway connect described length walking passageway, described width walking channel setting is between two described breach.Trampoline 13 is equipped with in breach described in each, described trampoline is arranged on the water surface, wherein said trampoline comprises elastic layer and the bearing course of upper-lower overlapping setting, 0cm is spaced apart between described elastic layer and described bearing course, also namely 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 polygonal mesh, the edge of described elastic layer is connected by spring with described support, and described bearing course is the net structure be made into by many connection cords.
Mesh on elastic layer described in the present embodiment is polygonal 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 below described bridge floor is provided with the some buoyant mass supporting described bridge floor, buoyant mass is floated on the surface by buoyancy of water effect, plays certain supporting role to described trampoline bridge, the problem that after placement bridge is oversize, the support strength of middle part is inadequate.
In the present embodiment, the bridge floor of described pontic and safeguard structure are all formed by truss welding, and people can observe the scenery on the water surface on bridge, and it is fluffy that described safeguard structure is provided with covering, the fluffy globoidal structure for covering above described pontic of described covering.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, and described LED electrical connection battery, described battery connects the solar energy photovoltaic panel be arranged on equally on described safeguard structure.The safeguard structure of described pontic is provided with speech player.Energy-conservation by solar energy energy supplying energy not only environmental protection.Owing to being provided with LED, can use at night, simultaneously by music player, add the amusement function of trampoline, can conveniently give out information simultaneously.
The span of the width of the described longitudinal walking passageway 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.
Water trampoline bridge of the present invention, breach on trampoline bridge is not limited to the shape described in above-described embodiment, the described elastic layer that described breach is trampoline described in rectangular configuration 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.
Water trampoline bridge of the present invention, the bridge floor of described pontic and safeguard structure are all formed by truss welding, and described safeguard structure is provided with and hides fluffy, and the fluffy cross section of described covering is symmetrical arcuate structure or is symmetrical triangular structure.
Bridge floor shape of the present invention is not limited to above-mentioned bridge floor shape, as long as bridge shape structure, and is provided with trampoline thereon, and is provided with the passage of end of the bridge to bridge tail all in protection scope of the present invention.
Trampoline described in the present embodiment, have employed 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 is all little, because when area is too large, 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 invention is owing to have employed double-deck design, trampoline can 150 adults of load-bearing 150 jin at least simultaneously, the bearing course of the trampoline lower floor of double layer design is for accepting impact force during personal fall, it is aerial that upper strata elastic layer is mainly used in human body being bound to height, bearing course due to lower floor design like this well extends the life-span of elastic layer, avoid elastic layer to damage under the impact force of large intensity, the simultaneously double-deck design is also dual fail-safe, when wherein one deck goes wrong, another layer is also had to exist, on degree, ensure that very much the safety of the person.
Above; be only preferred embodiment of the present invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; the change that can expect easily or replacement, all should be encompassed within protection scope of the present invention.Therefore, the protection domain that protection scope of the present invention should define with claim is as the criterion.
Claims (1)
1. a water trampoline bridge, it is characterized in that: comprise the pontic be erected on the water surface, described pontic comprises bridge floor and the safeguard structure being arranged on relative both sides on described bridge floor, end of the bridge and the bridge tail of described pontic are separately positioned on ground, the length of described bridge floor is no less than 170m, the width at the described the narrowest place of bridge floor is no less than 15m, described bridge floor is provided with some breach along bridge length direction, bridge floor outside described gap edge forms the walking passageway between end of the bridge to bridge tail, trampoline is provided with in described breach, described trampoline is arranged on the water surface, wherein said trampoline comprises, under the elastic layer that overlaps and bearing course, 0 to 15cm is spaced apart between described elastic layer and described bearing course, 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, described bearing course is the net structure be made into by many connection cords, the radius of described connection cord is 1.5cm to 3.0cm,
The bridge floor of described pontic is rectangle structure, walking passageway on described bridge floor comprises two longitudinal walking passageway and some horizontal walking passageway, described gap structure is arranged between described two longitudinal walking passageway, described bridge floor is rectangular configuration along the some described breach that the length direction of described bridge floor is arranged, described horizontal walking passageway vertically connects described longitudinal walking passageway, and described horizontal walking passageway is arranged between two described breach;
The width of described longitudinal walking passageway be bridge deck width 1/7 to 1/6 between, described vertical passage is 2m-10m along the width on bridge length direction;
The water surface below described bridge floor is provided with the some buoyant mass supporting described bridge floor;
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;
The bridge floor of described pontic and safeguard structure are all formed by truss welding, and described safeguard structure is provided with and hides fluffy, and the fluffy cross section of described covering is symmetrical arcuate structure or is symmetrical triangular structure;
The safeguard structure of described pontic is provided with LED, described LED electrical connection battery, and described battery connects the solar energy photovoltaic panel be arranged on equally on described safeguard structure;
The safeguard structure of described pontic is provided with speech player.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410016683.XA CN103711070B (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410016683.XA CN103711070B (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103711070A CN103711070A (en) | 2014-04-09 |
| CN103711070B true CN103711070B (en) | 2016-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410016683.XA Expired - Fee Related CN103711070B (en) | 2014-01-14 | 2014-01-14 | Water trampoline bridge |
Country Status (1)
| Country | Link |
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| CN (1) | CN103711070B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112587853A (en) * | 2020-12-10 | 2021-04-02 | 南安智能蓝工业设计有限公司 | Nine palace check formula trampoline of can jumping |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2936313Y (en) * | 2006-06-23 | 2007-08-22 | 俞振贤 | Position limited folding trampolines |
| GB2461335A (en) * | 2008-07-01 | 2010-01-06 | Cesar Kuberek | Multipurpose trampoline |
| CN103061240A (en) * | 2012-12-20 | 2013-04-24 | 刘晓冰 | Trampoline mesh face jumping type overpass |
| CN203123424U (en) * | 2012-12-31 | 2013-08-14 | 朱希龙 | Trampoline protective mat and trampoline |
| CN103432710A (en) * | 2013-08-12 | 2013-12-11 | 苏州海天运动器材有限公司 | Secure trampoline |
| CN203716048U (en) * | 2014-01-14 | 2014-07-16 | 李在东 | Water trampoline bridge |
-
2014
- 2014-01-14 CN CN201410016683.XA patent/CN103711070B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2936313Y (en) * | 2006-06-23 | 2007-08-22 | 俞振贤 | Position limited folding trampolines |
| GB2461335A (en) * | 2008-07-01 | 2010-01-06 | Cesar Kuberek | Multipurpose trampoline |
| CN103061240A (en) * | 2012-12-20 | 2013-04-24 | 刘晓冰 | Trampoline mesh face jumping type overpass |
| CN203123424U (en) * | 2012-12-31 | 2013-08-14 | 朱希龙 | Trampoline protective mat and trampoline |
| CN103432710A (en) * | 2013-08-12 | 2013-12-11 | 苏州海天运动器材有限公司 | Secure trampoline |
| CN203716048U (en) * | 2014-01-14 | 2014-07-16 | 李在东 | Water trampoline bridge |
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| CN103711070A (en) | 2014-04-09 |
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Granted publication date: 20160302 Termination date: 20210114 |