TWI656261B - Suspended amusement equipment - Google Patents
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Abstract
一種懸吊式遊樂設備適用於架設在兩個彼此間隔一定距離的固定結構之間，該懸吊式遊樂設備包含一滑道模組及一高空彈跳單元。滑道模組懸空設置，具有一入口端、一出口端及一介於該入口端與該出口端之間的橋面。高空彈跳單元包括一彈跳組懸掛鋼索、一滑輪組及一彈跳器。高空彈跳單元配合滑道模組以供使用者經過滑道模組後進行高空彈跳。 A suspended amusement device is adapted to be mounted between two fixed structures spaced apart from each other. The suspended amusement device comprises a slide module and a high-altitude bounce unit. The slide module is suspended and has an inlet end, an outlet end and a bridge surface between the inlet end and the outlet end. The high-altitude bounce unit includes a bounce group suspension cable, a pulley block and a bouncer. The high-altitude bounce unit cooperates with the slide module for the user to pass through the slide module and then bounces at a high altitude.
Description
本發明是有關橋的設計，特別是一種兼具觀光與極限運動之高空吊橋的設計。 The invention relates to the design of a bridge, in particular to a design of a high-altitude suspension bridge which combines sightseeing and extreme sports.
傳統的橋多做為兩地交通之連結工具，近年來，則有彩繪外觀與裝置燈光之觀光吊橋出現。直到2010年本人創作「觀光吊橋」，獲頒M380958新型專利在案後才有透明觀光吊橋。至於美國大峽谷天空步道，則是一座建設在峭壁上懸掛式的觀景走廊，而非吊橋。另外加拿大溫哥華卡皮拉諾吊橋，有一個建造在吊橋附近峭壁上一座半圓形的「空中走廊」，也不是吊橋。甚至日本明石大橋之「海上47之圓木橋」，自然也不是一座吊橋，僅僅是鋪設在大橋橋墩內之一小段觀景台，既沒有鋼索懸吊，也不是跨越河谷兩地的吊橋。總括而言，如同本發明兼具觀光與極限運動之高空吊橋，則迄未出現過。 The traditional bridge is often used as a connecting tool for traffic between the two places. In recent years, there have been sightseeing bridges with painted appearances and installation lights. Until 2010, I created the "Sightseeing Suspension Bridge" and was awarded the M380958 new patent after the case. As for the US Grand Canyon Skywalk, it is a hanging corridor built on a cliff rather than a suspension bridge. In addition, the Capilano Suspension Bridge in Vancouver, Canada, has a semi-circular "air corridor" built on the cliff near the suspension bridge, nor is it a suspension bridge. Even the "Wood Bridge of the Sea 47" of the Akashi Bridge in Japan is not a suspension bridge. It is only a small observation deck laid in the bridge pier. There is neither a steel cable suspension nor a suspension bridge across the river valley. In summary, as with the high-altitude suspension bridge of the present invention which combines sightseeing and extreme sports, it has not appeared yet.
本發明之其中一目的，即在提供一種基於高空吊橋所設計的懸吊式遊樂設備。 One of the objects of the present invention is to provide a suspended amusement device designed based on a high-altitude suspension bridge.
本發明懸吊式遊樂設備在一些實施態樣中，適用於架設在兩個彼此間隔一定距離的固定結構(例如橋墩、山體等)之間，該懸吊式遊樂設備包含一滑道模組及一高空彈跳單元。該滑道模組懸空設置，具 有一入口端、一出口端及一介於該入口端與該出口端之間的橋面，且該入口端用以設於靠近其中一固定結構處以供使用者進入。該高空彈跳單元包括一彈跳組懸掛鋼索、一滑輪組及一彈跳器。該彈跳組懸掛鋼索兩端用以分別固定於該兩固定結構且對應該滑道模組傾斜設置，使該彈跳組懸掛鋼索靠近該滑道模組的入口端所設置的高度較高以在兩端形成高低差。該滑輪組設於該彈跳組懸掛鋼索以沿該彈跳組懸掛鋼索滑動。該彈跳器連接該滑輪組，並包括一彈性繩索及一用以供使用者穿戴的穿戴裝備。該高空彈跳單元配合該滑道模組以供使用者經過該滑道模組後進行高空彈跳。 In some embodiments, the suspension type amusement device of the present invention is suitable for being erected between two fixed structures (such as bridge piers, mountains, etc.) spaced apart from each other, the suspension type amusement device comprising a slide module and A high-altitude bounce unit. The slide module is suspended and has There is an inlet end, an outlet end and a bridge surface between the inlet end and the outlet end, and the inlet end is disposed adjacent to one of the fixing structures for the user to enter. The high-altitude bouncing unit comprises a bouncing group suspension cable, a pulley block and a bouncer. The two ends of the suspension group are respectively fixed to the two fixed structures and are disposed obliquely corresponding to the slide module, so that the height of the suspension group suspension cable adjacent to the entrance end of the slide module is higher in two The end forms a height difference. The pulley block is disposed on the bouncing group to suspend the cable to slide the cable along the bouncing group. The bouncer is coupled to the pulley block and includes an elastic cord and a wearable device for the user to wear. The high-altitude bounce unit cooperates with the slide module for the user to pass through the slide module to perform high-altitude bounce.
在一些實施態樣中，該出口端的高度低於該入口端以使該橋面呈傾斜，並可供使用者在該橋面上自該入口端朝該出口端往斜下滑動。 In some embodiments, the outlet end has a lower height than the inlet end to tilt the deck and is slidable downwardly from the inlet end toward the outlet end by the user on the deck.
在一些實施態樣中，該橋面呈波浪狀。 In some embodiments, the deck is wavy.
在一些實施態樣中，該滑道模組包括至少兩條主鋼索、多條橋面懸掛鋼索及一斷橋體，每一主鋼索的兩端分別固定於該兩固定結構，該等橋面懸掛鋼索連接該等主鋼索及該斷橋體以將該斷橋體懸吊，該斷橋體形成該入口端、該出口端及該橋面。 In some implementations, the slide module includes at least two main steel cables, a plurality of bridge deck suspension cables, and a broken bridge body, and two ends of each main cable are respectively fixed to the two fixed structures, and the bridge decks are respectively A suspension cable connects the main cable and the broken body to suspend the broken body, and the broken body forms the inlet end, the outlet end and the bridge surface.
高空彈跳斷橋係作為高空彈跳的極限運動吊橋，用以滿足人類追求驚險刺激之慾望，並創造新的觀光景點者；其構建最重要的關鍵是將傳統吊橋的完整橋面改變為斷橋，其中斷橋橋面更設計成溜滑梯式之滑道，作為彈跳前之溜滑道；橋面之上方增設彈跳組懸掛鋼索，提供使用者懸掛彈跳組，以便讓使用者先以慢速滑動，再於斷橋處瞬 間墜落、上下彈跳，而後邊彈跳邊滑動，充分享受高空彈跳及索道滑行之樂趣者；高空彈跳斷橋組成元件包括：橋墩、主鋼索、彈跳組懸掛鋼索、橋面懸掛鋼索、溜滑梯式之滑道、彈跳組。 The high-altitude bouncing bridge is used as the ultimate sports suspension bridge for high-altitude bouncing to meet the desire of human beings to pursue thrills and create new tourist attractions; the most important key to its construction is to change the complete bridge deck of the traditional suspension bridge into a broken bridge. The broken bridge deck is designed as a slide-type slideway as a slideway before the bounce; a bounce group suspension cable is added above the bridge deck to provide a user to hang the bounce group so that the user can slide at a slow speed first. Then at the broken bridge Falling, bounce up and down, and then bounce and slide, fully enjoy the fun of high-altitude bounce and ropeway; the high-altitude bounce bridge components include: pier, main cable, bouncing group suspension cable, bridge deck suspension cable, slip-type ladder Slide, bounce group.
橋墩用來架設整個吊橋，其可設置在河海、湖潭的兩岸，或一般平地上，其一端之橋墩高度較高，另一端之橋墩高度較低；其構造可為傳統之橋墩，亦可設計成高樓建築或各種圖騰造型，並可在橋墩頂端設置景觀台，高樓建築或圖騰造型建築物可作為辦公或展售會場；主鋼索架設在兩地橋墩上，用以懸吊橋面、橋面懸掛鋼索等元件，其設置鋼索數量可依照實際需要而增減。 The pier is used to erect the entire suspension bridge, which can be installed on both sides of the river and the lake, or on the general flat ground. The height of the pier at one end is higher, and the height of the pier at the other end is lower; the structure can be a traditional pier or Designed as a high-rise building or a variety of totems, and can be set at the top of the pier, the high-rise building or totem building can be used as an office or exhibition venue; the main steel cable is placed on the piers of the two places to suspend the bridge deck, The bridge deck is suspended with components such as steel cables, and the number of steel cables can be increased or decreased according to actual needs.
彈跳組懸掛鋼索，其架設在兩端不同高度之橋墩上，用以懸掛彈跳運動之彈跳組；其中彈跳組懸掛鋼索之數量可依照實際需要而增減；而彈跳組懸掛鋼索之鬆緊與兩端的位置高低，關係到彈跳組滑動之速度與彈跳組最終之停駐點，其設置高度無須與主鋼索一致，務期彈跳組最後慢速滑至適當之定駐點。 The bouncing group suspends the steel rope, which is erected on the piers of different heights at both ends for suspending the bouncing group of the bounce movement; wherein the number of suspension cables of the bouncing group can be increased or decreased according to actual needs; and the elastic group of the bouncing group suspends the cable and the ends thereof The position is related to the speed of the bounce group sliding and the final stop point of the bounce group. The set height does not need to be consistent with the main cable, and the bounce group finally slides slowly to the appropriate fixed point.
高空彈跳斷橋最特殊的部分就是斷橋，該斷橋橋面為溜滑梯式之滑道，其長度可依照現場地形予以增減，且斷橋之溜滑梯式之滑道可以從小角度再到大角度下墜式之設計，亦可做波浪設計，讓使用者身繫彈跳組，在溜滑梯式之滑道中滑行一小段後急速下墜、彈跳並向前繼續滑行；惟期同時容納更多的彈跳遊客，溜滑梯式之滑道與彈跳組懸掛鋼索可同時增加其數量，以扇形方式向外分散。 The most special part of the high-altitude bounce bridge is the broken bridge. The bridge deck is a slide-type slide. The length can be increased or decreased according to the terrain of the site, and the slide-type slide of the bridge can be moved from a small angle to a small angle. The large-angle drop-down design can also be used as a wave design to allow the user to bouncing the bouncing group. After sliding for a short period in the slide-type slide, it will drop rapidly, bounce and continue to slide forward; only accommodate more bounces at the same time. Visitors, slide-type slides and bouncing group suspension cables can simultaneously increase their number and disperse outwards in a fan-shaped manner.
高空彈跳斷橋之彈跳組包含：滑輪組、彈跳器；滑輪組用以懸吊在彈跳組懸掛鋼索上，讓使用者著裝後可以用滑動的方式，邊上下彈跳又迅速滑動至另一岸邊；彈跳器內含彈性繩索及安全穿戴裝備，讓使用者安全的上下彈跳；為配合使用者之需求，彈性繩索為可調整彈跳的高低長度；又配合使用者之需求，穿戴裝備可區分為頭上腳下者，或頭下腳上者，或身體水平者。 The bouncing group of the high-altitude bouncing bridge includes: a pulley block and a bouncer; the pulley block is suspended on the suspension cable of the bouncing group, so that the user can slide and slide up and slide to the other shore while playing, and bounce. The elastic rope and the safety wear equipment are included in the device to allow the user to bounce up and down safely; in order to meet the needs of the user, the elastic rope can adjust the height of the bounce; and in accordance with the needs of the user, the wearable device can be divided into the head and the foot. , or the person on the head or the feet, or the body level.
高空彈跳斷橋，其斷橋橋面長度無須太長，因此亦可因地制宜，將主鋼索跨越兩地之設計，改變以複數條主鋼索直接懸吊斷橋，惟其中彈跳組懸掛鋼索，仍需固定在對岸適當的水泥基座上，以便讓使用者在滑道上滑行一小段後急速下墜彈跳並繼續向前滑行；至於僅做彈跳而不兼滑動之用時，則無須設置彈跳組懸掛鋼索，僅在斷橋上設置彈跳組懸掛桿即可做定點彈跳。高空彈跳斷橋溜滑梯式之滑道亦可以變更為平面橋面，讓使用者身繫彈跳器，不採滑行方式而直接向下跳躍彈跳並繼續向前滑行。 In the high-altitude bounce bridge, the length of the broken bridge deck does not need to be too long. Therefore, the design of the main cable crossing the two places can be changed according to the local conditions. The multiple main ropes are directly suspended and suspended, but the bouncing group is required to suspend the cable. It is fixed on the appropriate cement base on the opposite side so that the user can slide down on the slide for a short period of time and then slam and continue to slide forward. As for the bounce only and not for sliding, there is no need to set the bounce group to suspend the cable. The bouncing group suspension rod can be set only on the broken bridge to make a fixed point bounce. The high-altitude bouncing bridge slip-type slide can also be changed to a flat deck surface, allowing the user to bouncing the bouncing device without jumping, and directly jumping down and continuing to slide forward.
1‧‧‧高空彈跳斷橋 1‧‧‧High-altitude bounce bridge
11‧‧‧主鋼索 11‧‧‧ main cable
12‧‧‧彈跳組懸掛鋼索 12‧‧‧Bounce group suspension cable
13‧‧‧橋面懸掛鋼索 13‧‧‧ Bridge deck suspension cable
14‧‧‧溜滑梯式之斷橋體 14‧‧‧Slide-type broken bridge body
141‧‧‧出口端 141‧‧‧export end
142‧‧‧橋面 142‧‧‧ Bridge deck
15‧‧‧彈跳組 15‧‧‧Bounce group
151‧‧‧滑輪組 151‧‧‧ pulley block
152‧‧‧彈跳器 152‧‧‧Bouncer
153‧‧‧使用者 153‧‧‧Users
第1圖為本發明懸吊式遊樂設備之一實施例之示意圖。 Fig. 1 is a schematic view showing an embodiment of a suspension type amusement device of the present invention.
參閱第1圖，本發明懸吊式遊樂設備之一實施例適用於架設在兩個彼此間隔一定距離的固定結構(未圖式)之間，固定結構可例如橋墩或山體，該懸吊式遊樂設備包含一滑道模組及一高空彈跳單元。 Referring to Figure 1, an embodiment of the suspended amusement device of the present invention is adapted to be mounted between two fixed structures (not shown) spaced apart from each other, such as a pier or a mountain, the suspended play. The device includes a slide module and a high-altitude bounce unit.
在本實施例中，滑道模組包括兩條主鋼索(11)、多條橋面懸掛鋼 索(13)及一斷橋體(14)，每一主鋼索(11)的兩端分別固定於兩固定結構，該等橋面懸掛鋼索(13)連接該等主鋼索(11)及該斷橋體(14)以將該斷橋體(14)懸吊，該斷橋體(14)形成一入口端(未示出)、一出口端(141)及一介於該入口端與該出口端(141)之間的橋面(142)。入口端位於出口端(141)的相反側，用以設於靠近其中一固定結構處以供使用者(153)進入橋面(142)，出口端(141)位於兩固定結構之間以供使用者(153)離開橋面(142)。在本實施例中，出口端(141)的高度低於入口端以使橋面(142)呈傾斜，並可供使用者在橋面(142)上自入口端朝出口端(141)往斜下滑動。亦即橋面(142)可作為溜滑梯式的滑道。在變化的實施例，橋面(142)亦可呈波浪狀。 In this embodiment, the slide module includes two main steel cables (11) and a plurality of bridge deck suspension steels. a cable (13) and a broken bridge body (14), wherein two ends of each main cable (11) are respectively fixed to two fixed structures, and the bridge cable suspension wires (13) are connected to the main steel cables (11) and the broken wires The bridge body (14) suspends the broken bridge body (14), and the broken bridge body (14) forms an inlet end (not shown), an outlet end (141), and an inlet end and the outlet end Bridge deck between (141) (142). The inlet end is located on the opposite side of the outlet end (141) for being disposed adjacent to one of the fixed structures for the user (153) to enter the bridge deck (142), and the outlet end (141) is located between the two fixed structures for the user (153) Leave the deck (142). In this embodiment, the outlet end (141) has a lower height than the inlet end to tilt the deck surface (142) and is available for the user to tilt from the inlet end toward the outlet end (141) on the deck surface (142). Swipe down. That is, the bridge deck (142) can be used as a slide type slide. In a variant embodiment, the deck surface (142) may also be wavy.
在本實施例中，高空彈跳單元包括一彈跳組懸掛鋼索(12)、一滑輪組(151)及一彈跳器(152)。彈跳組懸掛鋼索(12)兩端用以分別固定於兩固定結構且對應滑道模組傾斜設置，使彈跳組懸掛鋼索(12)靠近滑道模組的入口端所設置的高度較高以在兩端形成高低差。滑輪組(151)設於彈跳組懸掛鋼索(12)以沿彈跳組懸掛鋼索(12)滑動。彈跳器(152)連接滑輪組(151)，並包括一彈性繩索及一用以供使用者(153)穿戴的穿戴裝備。高空彈跳單元配合滑道模組以供使用者(153)經過滑道模組後進行高空彈跳。換言之，彈跳組懸掛鋼索(12)自對應斷橋體(14)的入口端之一側由高往低傾斜延伸，使用者(153)可藉由滑輪組(151)及重力作用沿彈跳組懸掛鋼索(12)滑動，再加上橋面(142)可作為溜滑梯式的滑道，故可提供使用者(153)先溜滑過橋面(142)後，於滑出斷橋體(14)的出口端(141)時瞬間墜落進行高空彈跳，並可在彈跳 時繼續滑行。 In this embodiment, the high-altitude bouncing unit includes a bouncing group suspension cable (12), a pulley block (151), and a bouncer (152). The two ends of the bouncing group suspension cable (12) are respectively fixed to the two fixed structures and the corresponding chute modules are inclined, so that the height of the bouncing group suspension cable (12) near the entrance end of the chute module is higher. The height difference is formed at both ends. The pulley block (151) is disposed in the bounce group suspension cable (12) to slide along the bounce group suspension cable (12). The bouncer (152) is coupled to the pulley block (151) and includes an elastic cord and a wearable device for the user (153) to wear. The high-altitude bounce unit cooperates with the chute module for the user (153) to perform high-altitude bounce after passing through the chute module. In other words, the bouncing group suspension cable (12) extends from the side of the entrance end of the corresponding broken bridge body (14) from high to low, and the user (153) can suspend the cable along the bouncing group by the pulley block (151) and gravity. (12) Sliding, together with the bridge deck (142), can be used as a slide-type slide, so that the user (153) can slide off the bridge deck (142) and then slide out of the bridge body (14). The exit end (141) instantly falls and bounces at high altitude and can bounce Continue to slide.
具體設計及使用方式說明如下：本實施例係將傳統吊橋的橋面，只做一小段，使之成為一座斷橋，而該橋面則設計成溜滑梯式之斷橋體(14)，並在兩條主鋼索(11)的中間增設有彈跳組懸掛鋼索(12)，這組彈跳組懸掛鋼索(12)用於懸掛彈跳組(15)，以便讓使用者(153)在溜滑梯式之斷橋體(14)上先以慢速滑動，再由瞬間墜落空中，而後繼續滑動至對岸，充分享受高空彈跳及索道滑行之樂趣者。 The specific design and usage are described as follows: In this embodiment, the bridge deck of the traditional suspension bridge is only made into a short section, which makes it a broken bridge, and the bridge deck is designed as a slide-type broken bridge body (14), and A bouncing group suspension cable (12) is added in the middle of the two main steel cables (11). The bouncing group suspension cable (12) is used to suspend the bouncing group (15) so that the user (153) is in the slip type The broken bridge body (14) first slides at a slow speed, then falls into the air in an instant, and then continues to slide to the opposite side, fully enjoying the fun of high-altitude bounce and ropeway taxiing.
橋墩(固定結構)用來架設整個吊橋之主鋼索(11)及彈跳組懸掛鋼索(12)，橋墩可設置在河川、海邊、湖潭的兩岸，或一般平地上；其造型可為傳統之橋墩，亦可設計成高樓建築或各種圖騰造型，並可在橋墩頂端設置景觀台；高樓建築或圖騰造型建築物除提供設置主鋼索(11)外，並可作為辦公或展售會場；兩端之橋墩在設計上必須是一高一低，以便讓彈跳組懸掛鋼索(12)呈現落差狀態，以方便彈跳組(15)可以順利向低的一端自動、自由滑動，務期讓彈跳組(15)最後慢速滑至適當定駐點。其中懸掛鋼索(12)除了懸吊位置有高低之落差外，其鬆緊之調整，可產生上高陡、下平緩，甚至最末端出現爬坡之效果，彈跳組(15)在最後階段會以較慢之速度前進，最後自動停住。 The pier (fixed structure) is used to erect the main cable (11) of the entire suspension bridge and the suspension cable (12) of the bouncing group. The pier can be set on the banks, rivers, lakes and lakes, or on the general flat ground; the shape can be a traditional pier It can also be designed as a high-rise building or a variety of totems, and can be set at the top of the pier; high-rise buildings or totem buildings can be used as office or exhibition venues in addition to the main steel cable (11); The pier of the end must be designed to be high and low, so that the bouncing group suspension cable (12) is in a falling state, so that the bouncing group (15) can smoothly and freely slide to the lower end, so that the bouncing group can be 15) Finally slide slowly to the appropriate fixed point. Among them, the suspension cable (12) has the effect of high and low drop in the suspension position, and the elastic adjustment can produce upper and lower steepness, gentle lowering, and even the most end climbing effect. The bounce group (15) will be compared in the final stage. Slow speed advances and finally stops automatically.
高空彈跳斷橋之主鋼索(11)架設在兩地橋墩上，用以懸吊橋面懸掛鋼索(13)等元件，其主鋼索設置數量可依照實際需要而增減。 The main cable (11) of the high-altitude bouncing bridge is erected on the bridge piers of the two places to suspend the bridge deck to suspend the steel cable (13) and other components. The number of main steel cables can be increased or decreased according to actual needs.
彈跳組懸掛鋼索(12)架設在兩端之橋墩上，用以懸掛彈跳運動之彈跳組(15)；其中彈跳組懸掛鋼索(12)之數量可依照實際需要 而增減，也就是一座高空彈跳斷橋的出發點可以設置複數個彈跳溜滑梯式之斷橋體(14)，以微小之扇形向外分散，讓每個彈跳溜滑梯式之斷橋體(14)不會相互干擾；彈跳組懸掛鋼索(12)掛在兩處橋墩之高低需要有所不同，亦即溜滑梯式之斷橋體(14)之前端彈跳組懸掛鋼索(12)之高度需要較高，而另一端之高度則需要較低一點，以便讓彈跳組(15)可以順利向低的一端自由滑動，務期彈跳組最後慢速滑至適當定駐點。 The bouncing group suspension cable (12) is erected on the piers at both ends for suspending the bouncing group (15); wherein the number of suspension cables (12) of the bouncing group can be adjusted according to actual needs The increase or decrease, that is, the starting point of a high-altitude bouncing broken bridge, can be set up with a plurality of bouncing slide-type broken bridge bodies (14), which are dispersed in a small fan shape, so that each bouncing slide-type broken bridge body (14) ) does not interfere with each other; the height of the bouncing group suspension cable (12) hanging between the two piers needs to be different, that is, the height of the suspension cable (12) of the front-end bouncing group of the slip-type bridge (14) needs to be higher. High, and the height of the other end needs to be lower, so that the bounce group (15) can smoothly slide to the lower end, and the bounce group will finally slide to the appropriate dwelling point at a slow speed.
斷橋之橋面最佳的實施方式是，設計成溜滑梯式之斷橋體(14)，其長度可依照現場地形予以增減，且斷橋之溜滑梯式之滑道可以從小角度滑行再到大角度下墜式之設計，亦可做波浪之設計，讓使用者身繫彈跳器後，在溜滑梯式之滑道中滑行一小段，隨後急速下墜、彈跳並向前繼續滑行。為使一座高空彈跳斷橋同時能容納更多的彈跳遊客，溜滑梯式之滑道與彈跳組懸掛鋼索可同時增加其數量，而彈跳組懸掛鋼索則是以稍稍扇形方式往對岸佈置。 The best implementation of the bridge deck of the broken bridge is to design a broken slide type bridge body (14), the length of which can be increased or decreased according to the site topography, and the slippery slide type of the broken bridge can slide from a small angle. The design of the large-angle drop-down type can also be used as a wave design, allowing the user to slide a small section of the slide-type slide after the body bouncer, then quickly fall, bounce and continue to slide forward. In order to make a high-altitude bounce bridge and accommodate more bounce tourists, the slide-type slide and the bounce group can simultaneously increase the number of steel cables, while the bounce group suspension cable is arranged in a slightly fan-shaped manner to the opposite side.
懸掛在彈跳組懸掛鋼索上之彈跳組(15)包含：一滑輪組(151)，用以懸吊在彈跳組懸掛鋼索上，讓使用者(153)著裝後可以用動態滑行的方式，邊上下彈跳又迅速滑動至另一岸邊。而彈跳器(152)內含彈性繩索及安全穿戴裝備，讓使用者能夠安全的上下彈跳；為配合使用者之需求，彈性繩索為可調整彈跳的高低長度，尤其停止彈跳但繼續滑動時，其高度必須配合地形，務必以安全為最高要求。配合使用者之需求，穿戴裝備可區分為頭上腳下者，或頭下腳上者，或身體水平者。 The bouncing group (15) suspended on the suspension cable of the bounce group comprises: a pulley block (151) for hanging on the suspension cable of the bounce group, so that the user (153) can use the dynamic sliding mode to bounce up and down after dressing. Then quickly slide to the other shore. The bouncer (152) includes elastic ropes and safety wear equipment to enable the user to bounce up and down safely; to meet the needs of the user, the elastic rope is adjustable for the height of the bounce, especially when the bounce is stopped but continues to slide. The height must match the terrain, and safety must be the highest requirement. In accordance with the needs of the user, the wearing equipment can be divided into the head and the foot, or the head and the foot, or the body level.
另一方面，由於高空彈跳斷橋之橋面長度無須太長，因此亦可因地制宜，將主鋼索跨越兩地之設計，改變以複數條主鋼索直接懸吊斷橋，惟其中彈跳組懸掛鋼索，仍需固定在對岸適當的水泥基座上，以便讓使用者在滑道上滑行一小段後急速下墜彈跳並繼續向前滑行。 On the other hand, since the length of the bridge deck of the high-altitude bounce bridge does not have to be too long, it can also be adapted to the local conditions. The design of the main cable crosses the two places, and the multiple main ropes are directly suspended and suspended, but the bounce group suspends the cable. It still needs to be fixed on the appropriate cement pedestal on the opposite side so that the user can slide on the slide for a short period of time and then quickly slam and continue to slide forward.
高空彈跳斷橋溜滑梯式之斷橋體也可以變更為平面橋面，讓使用者身繫彈跳器，不採滑行方式而直接向下跳躍彈跳並繼續向前滑行。 The high-altitude bouncing bridge can also be changed to a flat deck surface, allowing the user to bouncing the bouncing device and jumping directly downward without gliding and continuing to slide forward.
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|---|---|---|---|---|
| TWM380958U (en) * | 2010-02-01 | 2010-05-21 | Jun-Shin Chang | Suspension bridge for tourism |
| CN101992841A (en) * | 2009-08-22 | 2011-03-30 | 谭健苗 | Floating island on sea and detachable hanging bridge and plank house affiliated thereto |
| CN202081372U (en) * | 2011-02-25 | 2011-12-21 | 渠仁书 | Suspension bridge for passage of amusement submarine |
| US20130174360A1 (en) * | 2012-01-10 | 2013-07-11 | David S. Toguchi | Aligned support bridge |
| CN104018421A (en) * | 2014-05-29 | 2014-09-03 | 南京航空航天大学 | One-way spiral bridge |
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|---|---|---|---|---|
| CN101992841A (en) * | 2009-08-22 | 2011-03-30 | 谭健苗 | Floating island on sea and detachable hanging bridge and plank house affiliated thereto |
| TWM380958U (en) * | 2010-02-01 | 2010-05-21 | Jun-Shin Chang | Suspension bridge for tourism |
| CN202081372U (en) * | 2011-02-25 | 2011-12-21 | 渠仁书 | Suspension bridge for passage of amusement submarine |
| US20130174360A1 (en) * | 2012-01-10 | 2013-07-11 | David S. Toguchi | Aligned support bridge |
| CN104018421A (en) * | 2014-05-29 | 2014-09-03 | 南京航空航天大学 | One-way spiral bridge |
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