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JPH0338865B2 - - Google Patents
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JPH0338865B2 - - Google Patents

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Publication number
JPH0338865B2
JPH0338865B2 JP23063283A JP23063283A JPH0338865B2 JP H0338865 B2 JPH0338865 B2 JP H0338865B2 JP 23063283 A JP23063283 A JP 23063283A JP 23063283 A JP23063283 A JP 23063283A JP H0338865 B2 JPH0338865 B2 JP H0338865B2
Authority
JP
Japan
Prior art keywords
frame
support
net
falling
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP23063283A
Other languages
Japanese (ja)
Other versions
JPS59111770A (en
Inventor
Hachiro Hara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP23063283A priority Critical patent/JPS59111770A/en
Publication of JPS59111770A publication Critical patent/JPS59111770A/en
Publication of JPH0338865B2 publication Critical patent/JPH0338865B2/ja
Granted legal-status Critical Current

Links

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  • Emergency Lowering Means (AREA)

Description

【発明の詳細な説明】 本発明は、建造物の周囲に配設され、この建造
物の上部から落下してくる落下体を弾性的に受け
とめることにより、この落下体が受ける損傷を最
小限に止めようとする緩衝構造に関する。
[Detailed Description of the Invention] The present invention is arranged around a building and elastically catches falling objects falling from the top of the building, thereby minimizing damage to the falling objects. Regarding the buffer structure that is trying to stop it.

最近特に商店街などでは、土地の高騰や床面積
の効率的利用という観点から、建造物はますます
高層化するようになつてきた。また、このような
高層建では一般に屋上もお客様に解放し、たとえ
ば遊戯施設を整えて子供達の遊び場としたり屋上
の通路を整えて駐車場としたり、種々の用に供し
ている。しかしながら、子供達は遊びに夢中にな
り易く冒険的でもあり、しばしば危険な行動をと
る。大人達にとつても、ふとしたことから危険に
さらされることも生ずる。屋上には、通常その周
囲に適当な高さの防護柵を設置しているが、とく
に子供達は手近にある箱などを使つてこの柵によ
じ登り、あるるいはこの柵を乗り越えて遊びに熱
中することもあり、それゆえ、不幸なことに屋上
から地上に転落するという事故も発生する。とこ
ろが、屋上から転落したとしても、たまたま隣接
した建造物が建築途上であつたりすれば、その足
場などに接触しながら落下することもあるので、
これによつて落下の衝撃が吸収されて何とか助す
かることもある。しかし、足場などは大抵固い材
料で作られているものであり、さらに所々に突起
がむき出しとなつているものであるから、衝撃の
吸収は不満足であるばかりでなく、かえつて危険
な場合もあり、何とか一命を取り止めたというに
過ぎない結果になることが多い。
Recently, especially in shopping districts, buildings have become increasingly high-rise due to the rising cost of land and the need to use floor space more efficiently. In addition, in such high-rise buildings, the rooftops are generally open to customers, and are used for various purposes, such as creating play facilities for children's play areas, or creating parking spaces by creating rooftop walkways. However, children are also easily absorbed in play and adventurous, often engaging in risky behavior. Even adults can be exposed to danger due to unexpected things. A protective fence of an appropriate height is usually installed around the rooftop, but children in particular are eager to play by climbing onto the fence using nearby boxes or other objects. Unfortunately, accidents such as falling from the rooftop to the ground also occur. However, even if you fall from the roof, if an adjacent building happens to be under construction, you may come into contact with scaffolding and fall.
This may help absorb the impact of the fall and save your life. However, since scaffolds are usually made of hard materials and have exposed projections in some places, they are not only unsatisfactory in terms of shock absorption, but can even be dangerous. , the result is often nothing more than a survival effort.

さて、本発明はとくにこのような高層建築にお
いて、転落事故が発生しても有効に機能する緩衝
構造を提供するることを目的とするものであり、
簡単に設置することができてなお、風雨の影響は
受け難いというものであり、以下図面を参照して
実施例につき説明する。
Now, the purpose of the present invention is to provide a buffer structure that functions effectively even in the event of a fall accident, especially in such high-rise buildings.
It can be easily installed and is not easily affected by wind and rain.Examples will be described below with reference to the drawings.

第1図は建造物の下部正面に設けた落下体の緩
衝構造の一実施例を示す斜視図である。
FIG. 1 is a perspective view showing an embodiment of a falling object buffering structure provided at the lower front of a building.

1は建造物であり、2はその屋上の周囲に適当
な高さで張りめぐらされた防護柵であり、3は建
造物1に接して設けられた歩道である。
1 is a building, 2 is a protective fence stretched around the roof of the building at an appropriate height, and 3 is a sidewalk provided adjacent to the building 1.

4は落下体の緩衝構造を示し、建造物1の正面
に張り出した部分により、少なくとも歩道3の一
部を覆うようになつている。5は落下体を直接受
け止め、その衝撃を吸収する網、6は網5を所定
の強さで張設する枠体、7は枠体6を支持する支
持体、8は支持体7を回動自在に軸支する支持体
受けである。第2図、第3図は第1図に示した落
下体の緩衝構造4を詳細に示したものであり、建
造物1に設けたときの断面図である。なお、第1
図に示した要素と同じ要素には同じ符号を付す。
9は建造物1に用いられた支柱、10は支柱9に
埋め込まれて支持される箱体、11は箱体10に
固定されているスプリング、12はワイヤーでス
プリング11の他端が接続される。13,14は
ローラ、15は係止爪である。
Reference numeral 4 indicates a structure for cushioning falling objects, and the structure extends from the front of the building 1 to cover at least a portion of the sidewalk 3. 5 is a net that directly receives a falling object and absorbs its impact; 6 is a frame that stretches the net 5 with a predetermined strength; 7 is a support that supports the frame 6; and 8 is a support that rotates the support 7. It is a support holder that can be freely pivoted. 2 and 3 show in detail the falling object buffering structure 4 shown in FIG. 1, and are sectional views when it is installed in the building 1. FIG. In addition, the first
Elements that are the same as those shown in the figures are given the same reference numerals.
9 is a column used in the building 1; 10 is a box embedded in and supported by the column 9; 11 is a spring fixed to the box 10; 12 is a wire to which the other end of the spring 11 is connected. . 13 and 14 are rollers, and 15 is a locking claw.

第2図を参照して、さらに具体的に述べる。ス
プリング11の一端が固定された箱体10は、支
柱9の所定の高さに開けられた凹部に埋め込まれ
て支持されるので、ローラ13,14により案内
されるワイヤー12を介してスプリング11の他
端に接続された枠体6は、建造物1に接離可能に
係止されることになる。また、支持体7は支柱9
の所定箇所に取り付けられた支持体受けによりそ
の一端が回動自在に軸支されるとともに、他端は
枠体6の他端側に回動自在に軸支しておき、スプ
リング11の張力を所定の強さにし、通常、枠体
6を含めた重量に耐えるようにしておく。枠体6
は、全面に所定の強さで網5を張設しておくの
で、枠体6と網5の相互作用により、一層強固な
構造となる。なお、箱体10とスプリング11と
により第1の衝撃吸収機構が構成され、網5、枠
体6、支持体7により第2の衝撃吸収機構が構成
される。
This will be described in more detail with reference to FIG. The box body 10 to which one end of the spring 11 is fixed is embedded and supported in a recess made at a predetermined height in the support column 9, so that the spring 11 is supported by the wire 12 guided by the rollers 13 and 14. The frame body 6 connected to the other end is latched to the building 1 so as to be able to come into contact with and separate from it. In addition, the support body 7 is a column 9
One end is rotatably supported by a support receiver attached to a predetermined location, and the other end is rotatably supported on the other end side of the frame 6, so that the tension of the spring 11 is It is made to have a predetermined strength and is usually made to withstand the weight including the frame body 6. Frame body 6
Since the net 5 is stretched over the entire surface with a predetermined strength, the interaction between the frame 6 and the net 5 results in an even stronger structure. Note that the box 10 and the spring 11 constitute a first shock absorption mechanism, and the net 5, the frame 6, and the support 7 constitute a second shock absorption mechanism.

第3図は第2図に示した緩衝構造において、網
5を張設した枠体6を二段に重ねた構造としたも
のであり、第2図に示した一段目の枠体6の他端
側に回動自在に二段目の枠体6の他端側を軸支
し、この二段目の枠体6の一端は一段目の枠体6
の一端から係止爪15を用いて係脱可能に係支し
たものである。
FIG. 3 shows the buffer structure shown in FIG. 2, which has a structure in which the frame bodies 6 on which the nets 5 are stretched are stacked in two stages, and in addition to the frame bodies 6 in the first stage shown in FIG. The other end of the second stage frame 6 is rotatably supported on the end side, and one end of the second stage frame 6 is connected to the first stage frame 6.
It is removably locked from one end using a locking pawl 15.

ここで、不幸にも転落事故が発生した場合、前
記緩衝構造は次の通り作用する。すなわち、落下
体はまず枠体6に張設された網5により受け止め
られ、網の大なる衝撃吸収作用により落下のエネ
ルギーが殆ど吸収されるが、なおスプリング11
の衝撃吸収作用により残余のエネルギーをも吸収
するので、落下体が受ける衝撃の強さは充分に耐
えられる程度に減少することになる。しかし、落
下体のエネルギーは相当に強大なものであるから
落下体は跳ね返つてしまうこともあるが、そのと
きには、網5、スプリング11は元の状態に戻
り、つぎに網5により受け止められる落下体の落
下のエネルギーは以前よりずつと少なくなるの
で、落下体が受ける衝撃の強さはその都度大巾に
減少していく。このようにして、前記緩衝構造に
より転落事故を救うことができる。
Here, in the event of an unfortunate fall accident, the buffer structure operates as follows. That is, the falling object is first caught by the net 5 stretched over the frame 6, and most of the energy of the fall is absorbed by the net's large impact absorption effect, but the spring 11
Since the remaining energy is also absorbed by the impact-absorbing effect of , the strength of the impact received by the falling object is reduced to a sufficient extent to withstand it. However, since the energy of a falling object is quite strong, the falling object may bounce back, but in that case, the net 5 and spring 11 return to their original states, and the falling object is then caught by the net 5. Since the energy of a falling body becomes less and less than before, the strength of the impact received by a falling body decreases greatly each time. In this way, falling accidents can be avoided by the buffer structure.

そして、前記二段構造とすることにより、落下
体は一段目および二段目の枠体6に張設された網
5にて受け止められ、落下体の落下エネルギーは
上下二段の網により効果的に吸収されることにな
る。さらに、係止爪15を操作して二段目の枠体
6を解放すると、この枠体6は一段目の枠体6の
他端側から吊設されることになるので、この枠体
6に張設された網5を伝い歩道3に降りることも
できる。
With the two-tiered structure, falling objects are caught by the nets 5 stretched between the first and second frames 6, and the falling energy of the falling objects is effectively absorbed by the upper and lower two-tiered nets. will be absorbed into. Furthermore, when the locking pawl 15 is operated to release the second frame 6, this frame 6 will be suspended from the other end side of the first frame 6. It is also possible to descend to the sidewalk 3 through a net 5 set up in the area.

なお、第1の衝撃吸収機構はスプリングを使用
したものに限定されることなく、気体などを利用
したものでもよく、第2野衝撃吸収機構も網の外
スポンジなどを利用したものでもよく、さらに支
柱についても、建造物の一部でなく別途用意した
ものでもよい。
Note that the first shock absorption mechanism is not limited to one that uses a spring, but may also be one that uses gas or the like, and the second shock absorption mechanism may also be one that uses a sponge outside the net. Supports may also be provided separately rather than being part of the building.

以上、本発明によれば、第2の衝撃吸収機構を
二段構造としたので、落下体のエネルギーを充分
に吸収し得るとともに迅速に避難することができ
るなどの効果が得られる。さらに、本発明によれ
ば、落下体はその途中で受け止められることにな
るので、直下を歩行していても激突事故を回避し
得るという効果も得られる。
As described above, according to the present invention, since the second impact absorption mechanism has a two-stage structure, effects such as being able to sufficiently absorb the energy of a falling object and quickly evacuate can be obtained. Further, according to the present invention, since the falling object is caught on its way, it is possible to avoid a collision even if the object is walking directly below it.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は建造物の下部正面に設けた落下体の緩
衝構造の一実施例を示す斜視図、第2図、第3図
は第1図に示した落下体の緩衝構造を詳細に示し
た断面図である。 5……網、6……枠体、7……支持体、9……
支柱、10……箱体、11……スプリング。
Figure 1 is a perspective view showing an example of a falling object cushioning structure provided at the front of the lower part of a building, and Figures 2 and 3 show the falling object cushioning structure shown in Figure 1 in detail. FIG. 5...Net, 6...Frame, 7...Support, 9...
Post, 10...box, 11...spring.

Claims (1)

【特許請求の範囲】 1 支柱に取り付けられた第1の衝撃吸収機構
と、一端が上記支柱に接離可能に係止されるとと
もに上記衝撃吸収機構に接続される枠体と、上記
枠体に張設された網状体ならびに上記枠体の他端
側に回動自在に軸支されるとともに上記枠体の上
記一端側に係脱可能に係止される枠体に張設され
た網状体からなる第2の衝撃吸収機構と、一端が
上記支柱の支持受けに支持されるとともに他端が
上記枠体の他端側に回動自在に軸支される支持体
を備えたことを特徴とする落下体の緩衝構造。 2 支持体が支持体受けに回動自在に軸支される
ように構成された特許請求の範囲第1項。
[Scope of Claims] 1. A first shock absorbing mechanism attached to a column, a frame whose one end is removably latched to the column and connected to the shock absorption mechanism, and a frame attached to the frame. A stretched net-like body and a net-like body stretched on a frame that is rotatably supported on the other end of the frame and removably locked on the one end of the frame. and a support body whose one end is supported by the support receiver of the support column and whose other end is rotatably supported on the other end side of the frame body. Buffer structure for falling objects. 2. Claim 1, wherein the support is rotatably supported by a support receiver.
JP23063283A 1983-12-08 1983-12-08 Buffer structure of falling body Granted JPS59111770A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23063283A JPS59111770A (en) 1983-12-08 1983-12-08 Buffer structure of falling body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23063283A JPS59111770A (en) 1983-12-08 1983-12-08 Buffer structure of falling body

Publications (2)

Publication Number Publication Date
JPS59111770A JPS59111770A (en) 1984-06-28
JPH0338865B2 true JPH0338865B2 (en) 1991-06-12

Family

ID=16910825

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23063283A Granted JPS59111770A (en) 1983-12-08 1983-12-08 Buffer structure of falling body

Country Status (1)

Country Link
JP (1) JPS59111770A (en)

Also Published As

Publication number Publication date
JPS59111770A (en) 1984-06-28

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