CN103711070A - Water trampoline bridge - Google Patents
Water trampoline bridge Download PDFInfo
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- CN103711070A CN103711070A CN201410016683.XA CN201410016683A CN103711070A CN 103711070 A CN103711070 A CN 103711070A CN 201410016683 A CN201410016683 A CN 201410016683A CN 103711070 A CN103711070 A CN 103711070A
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- bridge
- trampoline
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- walking
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Abstract
The invention discloses a water trampoline bridge. The water trampoline bridge is designed to mainly solve the problem that an existing water trampoline is low in safety performance and has a single function. The water trampoline bridge comprises a bridge body erected on the water, the bridgehead and the bridge tail of the bridge body are respectively arranged on the ground, the bridge body comprises a bridge surface and protection structures arranged on the two opposite sides on the bridge surface, a plurality of gaps are arranged on the bridge surface in the length direction of the bridge, and a walking channel between the bridgehead and the bridge tail is formed on the bridge surface on the outer side of the edges of the gaps. Trampolines are arranged in the gaps, the trampolines are arranged on the water, each trampoline comprises an elastic layer and a weight bearing layer which are vertically arranged in an overlapping mode, the distance between the elastic layers and the weight bearing layers is 0-15cm, the elastic layers are of a net structure formed by weaving elastic straps, the elastic layers are connected with the edges of the gaps through springs, and the weight bearing layers are of a net structure formed by weaving a plurality of connecting ropes.
Description
Technical field
The present invention 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, a plurality of 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 be done, and practical when cannot meet many people, the structure of trampoline is not too firm.
The trampoline that now also has 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 when 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.
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 jumping bed on water bridge of safety.
For achieving the above object, jumping bed on water bridge of the present invention, 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, along bridge length direction, be provided with some breach, 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, the net structure of described elastic layer for 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, 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, along the some described breach arranging on the length direction of described bridge floor, be rectangular configuration, 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 it is fluffy that described safeguard structure is provided with covering, 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 lamp, and described LED lamp is electrically connected to battery, and described battery connection is arranged on the solar energy photovoltaic panel on described safeguard structure equally.
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 for being not less than 10m with the radius of described bearing course.
Jumping bed on water bridge of the present invention, set up on the water bridge-like structure, trampoline is set in bridge-like structure, met 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 and when playing trampoline, not worry the movement of trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, a plurality of breach are set on bridge, can carry out subregion to described breach, other trampoline of Different Weight level is set, the trampoline of different elastic force height, meet people's different demands.
Jumping bed on water bridge of the present invention, 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 is done is very not firm yet, trampoline of the present invention 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 due to the bearing course design of lower floor, well extended the life-span of elastic layer, avoided elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, when wherein one deck goes wrong, also have another layer to exist, very on degree, guaranteed personal safety.
Accompanying drawing explanation
Fig. 1 is the top view of the embodiment 1 of jumping bed on water bridge of the present invention;
Fig. 2 is the lateral view of the embodiment 1 of jumping bed on water bridge of the present invention;
Fig. 3 is the left view of the embodiment 1 of jumping bed on water bridge of the present invention;
Fig. 4 is the top view of the embodiment 2 of jumping bed on water bridge of the present invention;
Fig. 5 is the structural representation of the trampoline of the present invention's jumping bed on water bridge waterborne;
Fig. 6 is the structural representation of the trampoline of the present invention's jumping bed on water bridge waterborne.
The specific embodiment
Below in conjunction with Figure of description, the present invention will be further described.
Jumping bed on water bridge of the present invention, 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, along bridge length direction, be provided with some breach, 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, the net structure of described elastic layer for 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, along bridge length direction, be provided with some breach, 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 being about to described in each opposite side paralleling with described bridge floor length sides of breach is connected respectively and can forms straight line, 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, the net structure of described elastic layer for 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 fluffyly 4, and described covering is fluffy for covering the globoidal structure of 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, met 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 and when playing trampoline, not worry the movement of trampoline on bridge, the problem of the safeties such as upset, trampoline can hold very greatly many people and together play, a plurality of breach are set on bridge, can carry out subregion to described breach, other trampoline of Different Weight level 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 is done is very not firm yet, trampoline of the present invention 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 due to the bearing course design of lower floor, well extended the life-span of elastic layer, avoided elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, when wherein one deck goes wrong, also have another layer to exist, very on degree, guaranteed 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, along bridge length direction, be provided with some breach, 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 consists 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 it is fluffy that described safeguard structure is provided with covering, and described covering is fluffy for covering the globoidal structure of 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, and described LED lamp is electrically connected to battery, and described battery connection is arranged on the solar energy photovoltaic panel on described safeguard structure equally.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, increased 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 for bridge deck width 1/7 to 1/6 between, described vertical passage is 2m-10m along the distance on bridge length direction.
Jumping bed on water bridge of the present invention, 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.
Jumping bed on water bridge of the present invention, the bridge floor of described pontic and safeguard structure are all to form by truss welding, and it is fluffy that described safeguard structure is provided with covering, 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, so 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 scope of the present invention.
Trampoline described in the present embodiment, 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 is done is very not firm yet, trampoline of the present invention 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 due to the bearing course design of lower floor, well extended the life-span of elastic layer, avoided elastic layer to damage under the impact force of large intensity, double-deck design is also dual fail-safe simultaneously, when wherein one deck goes wrong, also have another layer to exist, very on degree, guaranteed personal safety.
Above; be only preferred embodiment of the present invention, but protection scope of the present invention is not limited to this, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; the variation that can expect easily or replacement, within all should being encompassed in protection scope of the present invention.Therefore, protection scope of the present invention 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, along bridge length direction, be provided with some breach, 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, the net structure of described elastic layer for 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, along the some described breach arranging on the length direction of described bridge floor, be rectangular configuration, 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, it is fluffy that described safeguard structure is provided with covering, and the fluffy cross section of described covering 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, and described LED lamp is electrically connected to battery, and described battery connection is arranged on the solar energy photovoltaic panel on described safeguard structure equally.
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 for being not less than 10m with the radius of described bearing course.
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 |
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| Publication Number | Publication Date |
|---|---|
| CN103711070A true CN103711070A (en) | 2014-04-09 |
| CN103711070B 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 |
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Cited By (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 |
Cited By (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 |
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|---|---|
| CN103711070B (en) | 2016-03-02 |
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