JP2017203325A - Personal shelter and earthquake-proof building - Google Patents
Personal shelter and earthquake-proof building Download PDFInfo
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- JP2017203325A JP2017203325A JP2016096569A JP2016096569A JP2017203325A JP 2017203325 A JP2017203325 A JP 2017203325A JP 2016096569 A JP2016096569 A JP 2016096569A JP 2016096569 A JP2016096569 A JP 2016096569A JP 2017203325 A JP2017203325 A JP 2017203325A
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- 239000000377 silicon dioxide Substances 0.000 description 1
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Abstract
Description
本発明は地震シェルタに関する。 The present invention relates to an earthquake shelter.
２０１６年４月に熊本地方を震度７の大地震が襲った。この地震で多くの死者が出たが、そのほとんどが倒壊した建物の下敷きになり、圧死したものである。図１は２０１６年５月１日付けの新聞の記事である。ほとんどの人が建物の倒壊で死亡したことが分かる。特に２回目の本震で一時背帰宅した人が圧死した。
近年は建物を建造する場合、地震等に対する対策を施したものが用いられるようになっているが、それでも熊本地震の場合で耐えても２回目の地震で殆んどが倒壊している。そこで熊本のような複数の大地震が起きた場合に生命を維持するシェルタが緊急の課題である。
In April 2016, a large earthquake with a seismic intensity of 7 hit the Kumamoto region. Many people were killed in this earthquake, but most of them were underlayed in collapsed buildings and were overwhelmed. FIG. 1 is a newspaper article dated May 1, 2016. It turns out that most people died from the collapse of the building. In particular, those who returned home temporarily during the second mainshock were overwhelmed.
In recent years, when a building is built, a countermeasure against an earthquake or the like has been used, but even in the case of the Kumamoto earthquake, most of them have collapsed in the second earthquake. Therefore, shelter to maintain life in the event of multiple major earthquakes such as Kumamoto is an urgent issue.
前述したように、地震発生の際に生命を維持できる地震シェルタが必須であり再建の建物自身を地震シェルタにすることが緊急の課題である。 As described above, an earthquake shelter that can sustain life in the event of an earthquake is essential, and it is an urgent task to make the rebuilt building itself an earthquake shelter.
本発明はこのような課題に鑑みてなされたものであって、地震の上下左右の振動に耐えるように構造物の単位を三角形としたことを特徴とする地震シェルタである。 This invention is made in view of such a subject, Comprising: It is the earthquake shelter characterized by making the unit of the structure into a triangle so that it could endure the vibration of the earthquake up, down, left, and right.
本発明によれば、地震シェルタを三画形のトラス構造のみから構成するようにしたので、上下左右の振動の地震に対して他の如何なる構造より強く、シンプル且つローコストであり上から建物が崩れ落ちてきても、生存空間を実現することができ、生命の維持が可能となる。また、本発明を建物に適用すれば、建物自身がシェルタとなり大地震でも耐えられ安心して住めるし、他の耐震構造よりローコストで建てられる。 According to the present invention, the seismic shelter is composed of only the three-stroke truss structure, so it is stronger and simpler and lower cost than any other structure against earthquakes of vertical and horizontal vibrations, and the building collapses from above. Even if it comes, a living space can be realized and life can be maintained. Moreover, if the present invention is applied to a building, the building itself becomes a shelter and can withstand a large earthquake and can live with peace of mind, and can be built at a lower cost than other earthquake-resistant structures.
本発明は構造が簡単であり、短時間で組み立てることができる。しかも安価である。室内シェルタとして簡単にしかも短時間で解体することができ、解体すると、パイプとジョイント具のみなので、収納場所が小さくてよい。 The present invention has a simple structure and can be assembled in a short time. Moreover, it is inexpensive. As an indoor shelter, it can be easily disassembled in a short time, and when disassembled, only the pipe and the joint tool are required, so the storage space may be small.
図２は本発明の実施例１を示す平面図である。図３は図２の側面図である。図４は図２図３の構成要素を示す図である。本発明地震シェルタは、図４の如く三画形（トラス）のユニットのみから構成され、これらをジョイントする。材料は例えば足場パイプを三角形に曲げ溶接したのが実施例１である。 FIG. 2 is a plan view showing Embodiment 1 of the present invention. FIG. 3 is a side view of FIG. FIG. 4 is a diagram showing the components of FIG. 2 and FIG. As shown in FIG. 4, the earthquake shelter of the present invention is composed of only three-drawing (truss) units, which are joined together. In Example 1, for example, a scaffold pipe was bent and welded into a triangle.
足場パイプにこだわらず他の材料でもよく、カーボンファイバーチューブにすれば軽量で強い。この実施例では、シェルタを６個の三角パイプユニットから構成されたものを示している。
人は図２、図３の如く本発明シェルタにもぐり込んで寝るか、小型にした場合は人が寝た上から本発明シェルタをかぶせる。図より明らかなように、人の周りはトラスユニットで構成された生存保護空間で覆われている。従って、これを家の中に置いて中で寝ていれば地震が発生し、階上から物が落下してきても人体は保護される。
Other materials can be used instead of scaffolding pipes, and carbon fiber tubes are lightweight and strong. In this embodiment, the shelter is composed of six triangular pipe units.
As shown in FIG. 2 and FIG. 3, a person sleeps in the shelter of the present invention or puts the shelter on the person after sleeping. As is clear from the figure, the person is covered with a living protection space composed of truss units. Therefore, if you put it in your house and sleep in it, an earthquake will occur and the human body will be protected even if objects fall from the floor.
本発明を本発明者が試作した寸法は図２において巾はWが１００ｃｍ長さL２００ｃｍとし、頭部保護部頂点Aの高さH1を６６ｃｍとして、１’が130cmのパイプと3’の長さ１６０ｃｍ２本のパイプをＡ頂点に繋ぐ。また、同様に足部保護部頂点Bの高さH２を４５ｃｍとして、４’,5’,2’,1’をB頂点に繋ぐ。
図４の下図にこれら三角形のパイプを組立てる接合具の一例を示す。図で３、４は２本の三角形パイプでこれを両側から２枚の接合板金９ではさみ、ボルト１０で締め結合する。
この様な骨格のみを使用してもよいが、全体に耐熱繊維シリカ材などのカバーをかければ倒壊時のホコリを遮断出来るなど更に安全になる。
The dimensions of the present invention prototyped by the present inventor are as follows. In FIG. 2, the width W is 100 cm, the length L is 200 cm, the head protection portion apex A has a height H1 of 66 cm, and 1 ′ is a 130 cm pipe and 3 ′ length. Connect 160cm2 pipes to the top of A. Similarly, the height H2 of the foot protection part apex B is set to 45 cm, and 4 ′, 5 ′, 2 ′, 1 ′ are connected to the B apex.
An example of a connector for assembling these triangular pipes is shown in the lower part of FIG. In the figure, reference numerals 3 and 4 denote two triangular pipes, which are sandwiched between two joining sheet metals 9 from both sides and fastened with bolts 10.
Only such a skeleton may be used, but if a cover such as a heat-resistant fiber silica material is applied to the whole, it becomes safer because dust at the time of collapse can be blocked.
図５は本発明の実施例２の構成図、図６はその側面図、図７は実施例３の解体した構成要素を示す図である。第一の実施例は、床面に四角形の枠が接するものだが、第２実施例は図５の如く底形を三角形とする。これによってわずか６本という最も少ない構成要素になる。構成要素も第一実施例の三角形でなく本発明第３実施例として図７の如く直線状の棒１１にする。材料は例えば上記の足場用パイプハイテン管（径４８．６ミリ、内厚２ミリ）を前記の寸法にカットし、図８に示すようなジョイント具で繋ぐようにしたものである。ジョイント具としては足場組立用ジョイントを用いることができるが、図８のa図の如くパイプ１１に直接孔１２をあけ、ボルト１０で結合したり、b図の如く箱L安全具１３を使って孔１２にボルト１０を通してパイプ１１を結合したり、c図の如く成形されたコネクタ１４に差したり、d図の如く結合板９とボルトで結合する。
地震が発生した場合、外に避難、しかし、家がまだ倒壊せずに残っていたので、家に戻った。しかしながら、次の大地震がきて家が押しつぶされ、犠牲になることが起こる。また、家がつぶされたので、車中で生活すると、いわゆるエコノミー症候群になったり、雨が降ると生活に不便になる。又、悪くすると死に至ることもある。
また、避難先として体育館等を利用するとプライバシーが保てず、精神的にストレスになる。地上でテント生活をしていると、雨で地上の水がテント内に入り眠れない。又、風雨が強い場合にテントが吹き飛ばされてしまう。
FIG. 5 is a configuration diagram of a second embodiment of the present invention, FIG. 6 is a side view thereof, and FIG. 7 is a diagram illustrating components disassembled in the third embodiment. In the first embodiment, a square frame is in contact with the floor surface, but in the second embodiment, the bottom shape is a triangle as shown in FIG. This results in the least number of components, only six. The component is not the triangle of the first embodiment, but is a straight bar 11 as shown in FIG. 7 as the third embodiment of the present invention. The material is, for example, the above-mentioned scaffolding pipe high tensile pipe (diameter 48.6 mm, inner thickness 2 mm) cut into the above dimensions and connected with a joint tool as shown in FIG. As a joint device, a joint for assembling a scaffold can be used, but a hole 12 is directly drilled in a pipe 11 as shown in FIG. 8a and coupled with a bolt 10, or a box L safety device 13 is used as shown in FIG. The pipe 11 is connected to the hole 12 through the bolt 10, inserted into the connector 14 formed as shown in FIG. C, or connected to the connecting plate 9 with the bolt as shown in FIG.
In the event of an earthquake, she evacuated outside, but returned home because the house was still intact. However, the next major earthquake will cause the house to be crushed and sacrificed. Also, because the house was crushed, living in the car would be a so-called economy syndrome, and it would be inconvenient if it rained. It can also be fatal if worse.
Also, if a gymnasium is used as an evacuation destination, privacy cannot be maintained and it will be mentally stressed. If you are living on a tent on the ground, water on the ground will enter the tent due to rain and you will not be able to sleep. Also, when the wind and rain are strong, the tent is blown away.
仮設住宅も入ることが難しくも、土地取得や建設に時間がかかる。また今回の如く余震が１３００回以上にもなると、仮設住宅ではつぶれてしまう可能性もあり不安でもある。 Although temporary housing is difficult to enter, land acquisition and construction takes time. Also, if there are more than 1300 aftershocks, as in this time, there is a possibility that the temporary housing will collapse, which is anxious.
このような問題点を全て解決するのが本発明である。具体的には、本発明は前述したように組み立て式になっているので、スペースを取らずに常備しておける。家の中で本発明のシェルタ内に寝ておれば、耐震家屋の必要は無く、地震がきて家屋がつぶれてもシェルタが倒れた柱等から人を保護してくれる。従って、最初の地震で半壊した建物内でも次の地震が来ても安心して寝ることができる。 The present invention solves all such problems. Specifically, since the present invention is an assembly type as described above, it can be kept without taking up space. If you sleep in the shelter of the present invention in the house, there is no need for an earthquake-resistant house, and even if an earthquake occurs and the house collapses, it protects people from the pillars etc. where the shelter collapses. Therefore, you can sleep safely in the building that was partially destroyed by the first earthquake even if the next earthquake comes.
テントで寝泊まりする場合でも、テントの中に本発明のシェルタを設置すれば安心して眠ることができる。 Even when sleeping in a tent, if the shelter of the present invention is installed in the tent, it is possible to sleep safely.
図９は本発明第４実施例で側面三角形を１５と１６の２つを並列に並べ（図２の第一実施例は重ねて並べる）頭保護A頂点と足保護B頂点を水平梁１７で結合し、更に強度を増すと共に図１０の如く人体７のセンタに位置して人体の保護を増強した実施例である。
FIG. 9 shows a fourth embodiment of the present invention in which side triangles 15 and 16 are arranged in parallel (the first embodiment of FIG. 2 is arranged in an overlapping manner). This is an embodiment in which the strength of the human body is enhanced by being coupled and further increasing the strength and positioned at the center of the human body 7 as shown in FIG.
図１１は本発明第５の実施例でカーボンファイバーシート等三角板を部材としたものでこの場合は図２で説明したカバーは不要となる。 FIG. 11 shows a fifth embodiment of the present invention using a triangular plate such as a carbon fiber sheet as a member. In this case, the cover described in FIG. 2 is not necessary.
図１２は本発明第６の実施例で三角の中にダブルベッドを設けたもので、実施例３の如きベッド足を設けず宙づりにして足を設けない。図１３はその上面図である。 FIG. 12 shows a sixth embodiment of the present invention in which a double bed is provided in a triangle. As shown in the third embodiment, the bed foot is not provided and the foot is not provided. FIG. 13 is a top view thereof.
図１４は本発明第６の実施例で三角フレームに図９の足３４を設けず三角体の構成棒１９にベット支持部３５を取り付け、その上にベット３６を載せた本発明実施例である。 FIG. 14 shows the sixth embodiment of the present invention, in which the foot 34 of FIG. 9 is not provided on the triangular frame, the bed support 35 is attached to the triangular bar 19 and the bed 36 is placed thereon. .
図１３は本発明第７の実施例で本発明理論のトラスのみの組み合わせの住宅を造れば、住宅自身がシェルタになるので、外に避難する必要がなくなる。政府や公共団体も仮設住宅を造る必要がなくなるので、膨大な国費の出費を抑えることができる。今回も過去も役場が地震で破壊され、住民への指導が遅れ、住民の犠牲が多く出た。本発明により、区役所等の大きなビルも本発明を用いて建造すれば大きな地震でも倒壊しないので司令塔の役目を果たせる。
図１２の実施例は図２のシェルタと同じくすべて三角形で構成されており地下１階（Ｂ１），１階（１Ｆ），２階（２Ｆ），３階（３F）、４階（４F）には屋根裏部屋３０とエレベータ機械室２４が設けてあり頂点CとDを結合する梁３１は強度を強化すると共に第３の屋根裏部屋３３を生む例である。２０は１Ｆと２F間に設けられたピロティである。
ピロティはフランスのルイコルビジュが提唱し、日本の建築家が好んでより入れたが地震のないフランスでは良くても地震国日本では地震で必ずピロティ部がつぶれている。しかしピロティ部を無くすと建ぺい率が不利になる。
本発明はこの相反する要素を共に解決した発明である。即ち本発明で地震でもつぶれないピロティを得られるので安心安全と共に建ぺい率も有利になり経済効果も上がる。
このピロティ２０は、例えばエントランスホール待合室や自動車の駐車場として利用することができる。２１と２２はトラス構造の鉄骨や鉄筋コンクリートである。地震でピロティ部分が潰れていない本発明により地震に安全なピロティを得て、上記の如く多大なメリットを生じ且つ地震に強い建築物を得られる。２６は地表、２７，２８は建物を支える支持杭である。岩盤２９に達する迄打ち込まれる。
FIG. 13 is a seventh embodiment of the present invention. If a house of only the combination of trusses according to the present invention is built, the house itself becomes a shelter, so there is no need to evacuate outside. Governments and public organizations are no longer required to build temporary housing, so it is possible to curb huge national expenditures. This time and in the past, the government office was destroyed by the earthquake, the guidance to the residents was delayed, and the victims suffered a lot. According to the present invention, if a large building such as a ward office is constructed using the present invention, it will not collapse even in a large earthquake, so it can serve as a command tower.
The embodiment of FIG. 12 is composed of all triangles like the shelter of FIG. 2 and is located on the first basement floor (B1), the first floor (1F), the second floor (2F), the third floor (3F), and the fourth floor (4F). Is an example in which an attic 30 and an elevator machine room 24 are provided, and a beam 31 connecting the vertices C and D enhances the strength and produces a third attic 33. Reference numeral 20 denotes a piloti provided between 1F and 2F.
The piloti was proposed by Louis Corbijos of France, and was favored by Japanese architects. However, even in France where there are no earthquakes, the piloti part is always destroyed by earthquakes in Japan. However, if the piloti part is lost, the building coverage will be disadvantageous.
The present invention is an invention that solves these conflicting elements together. That is, since the present invention can obtain a piloty that does not collapse even in an earthquake, the building coverage rate is advantageous as well as safety and security, and the economic effect is improved.
This piloty 20 can be used, for example, as an entrance hall waiting room or a car parking lot. 21 and 22 are truss-structured steel frames and reinforced concrete. According to the present invention in which the piloti portion is not crushed by an earthquake, a piloty that is safe against earthquakes can be obtained, and a great advantage can be obtained as described above and a building that is strong against earthquakes can be obtained. 26 is the ground surface, and 27 and 28 are support piles that support the building. It is driven in until it reaches bedrock 29.
２F、３F、４Fの床は上下揺れ横揺れ地震にも強い構造材２１、２１’、２２、
２２’に取り付けられているので縦揺れ横揺れでも破壊されず床抜けする事無く安心安全である。構造材２１、２２とのジョイントを固くすれば構造が強化され柔らかくすれば、床の破壊を更に防げる。
２３はトラス構造２２側頂点Cに設けられたエレベータ室、２４の空間はエレベータを動かすための機械室に活用する。もう一つの頂点Dの空間を活用して屋根裏部屋３０に設け、そこに天窓２５を設けてもよいで。なお、１Ｆ、２Ｆ、３Fにもガラス窓３１を適当に設ける。このように本発明実施例の住宅は本発明耐震理論により建設されているので、地震に強く安全なので家自身が地震シェルタになっているので図２、図３に示す様な本発明のシェルタが不要になるし公知の耐震建築より地震に強い建築物を得ると共に構成構造が簡単なので材料加工費も建築工賃も安くなる二重三重のメリットがある。
特許請求の範囲のシェルタの意味は家の中やテント、避難所内で使用する個人用シェルタ（一人用のみならず複数人用も）のみならず住宅、ビル等建築建造物も含むものである。
2F, 3F, 4F floors are structural materials 21, 21 ', 22, which are strong against vertical and horizontal earthquakes.
Since it is attached to 22 ', it is safe and secure without falling through the floor without being destroyed even by pitching and rolling. If the joints with the structural members 21 and 22 are hardened, the structure can be strengthened and softened to further prevent the floor from being destroyed.
Reference numeral 23 denotes an elevator room provided at the apex C on the truss structure 22 side, and the space 24 is used as a machine room for moving the elevator. Another space of the apex D may be utilized in the attic 30 and the skylight 25 may be provided there. In addition, the glass window 31 is suitably provided also in 1F, 2F, 3F. Thus, since the house of the embodiment of the present invention is constructed according to the earthquake resistance theory of the present invention, the house itself is an earthquake shelter because it is strong and safe against earthquakes, so the shelter of the present invention as shown in FIGS. There is a double-triple advantage that it is unnecessary and can obtain a building that is more resistant to earthquakes than known earthquake-resistant buildings, and the construction structure is simple, so that material processing costs and construction costs are reduced.
The meaning of the shelter in the claims includes not only a personal shelter (for one person but also for a plurality of persons) used in a house, a tent, and a shelter, as well as a building such as a house and a building.
日本は地震が多い国であり、先の熊本地震のように大地震が多発する。従って、本願発明に係る地震シェルタは家屋やテント内に設置する個人用、住宅用、工場用、オフィスビル用として安心安全低コストであるから、確実に普及し産業上の利用可能性が大であると考えられる。 Japan is a country with many earthquakes, and many large earthquakes occur as in the previous Kumamoto earthquake. Therefore, the earthquake shelter according to the present invention is safe, secure, and low-cost for personal use, residential use, factory use, and office building use installed in houses and tents. It is believed that there is.
１ 本発明設計三角フレーム頭底棒
１’同上斜棒
２ 本発明足部三角フレーム足底棒
２’同上斜棒
３ 同上側底棒（頭側左）
３’同上傾棒（同上）
４ 同上側底棒（足側左）
４’同上傾棒（同上）
５ 同上底棒（頭側右）
５’同上傾棒（同上）
６ 同上底棒（足側右）
６’同上傾棒（同上）
７ 人
A 頭部頂点
B 足部頂点
C 建築物第一頂点
D 同上第二頂点
９ 結合７ランプ
10 結合ボルト
11 本発明エレメントとしての直線パイプ
12 パイプにあけた結合用孔
13 箱L型コネクタ
14 成形コネクタ
15 側面三角形部材
16 同上
17 ２つの三角形部材の頂点A、Bを結合する水平梁
18 カーボンファイバーのシート等三角板部材
19 本発明第６の実施例の三角構造の棒
20 ピロティ
21 トラス構造体
22 トラス構造体
23 エレベータ室
24 エレベータ機械室
25 天窓
26 地表
27 支持杭
28 支持杭
29 岩盤
30 屋根裏部屋
31 窓
32 CとDを結合する渡し梁
33 第３の屋根裏部屋
34 ベット足
35 ベット支持板
36 ベット
37 カーボンファイバー板等トラス板
1 Invented design triangular frame bottom bar 1 'Same diagonal bar 2 Invented foot triangular frame sole bar 2' Same diagonal bar 3 Same upper bottom bar (head side left)
3 'Same as above (same as above)
4 Upper bottom bar (foot side left)
4 'Same as above (same as above)
5 Same top bottom bar (head side right)
5 'Same as above (same as above)
6 Same as the bottom stick (foot side right)
6 'Same as above (same as above)
7 people
A head vertex
B Foot vertex
C First vertex of the building
D Same as above 2nd vertex 9 Combined 7 lamp
10 Connection bolt
11 Straight pipe as element of the present invention
12 Connection holes drilled in the pipe
13 Box L-shaped connector
14 Molded connector
15 Side triangle member
16 Ibid
17 Horizontal beam connecting vertices A and B of two triangular members
18 Triangular plate members such as carbon fiber sheets
19 Triangular structure rod of the sixth embodiment of the present invention
20 Piloti
21 Truss structure
22 Truss structure
23 Elevator room
24 Elevator machine room
25 Skylight
26 Ground
27 Support pile
28 Support pile
29 bedrock
30 Attic
31 windows
32 Cross beam connecting C and D
33 Third Attic
34 Bet feet
35 Bed support plate
36 bets
37 Truss plate such as carbon fiber plate
図１３は本発明第７の実施例で本発明理論のトラスのみの組み合わせの住宅を造れば、住宅自身がシェルタになるので、外に避難する必要がなくなる。政府や公共団体も仮設住宅を造る必要がなくなるので、膨大な国費の出費を抑えることができる。今回も過去も役場が地震で破壊され、住民への指導が遅れ、住民の犠牲が多く出た。本発明により、区役所等の大きなビルも本発明を用いて建造すれば大きな地震でも倒壊しないので、司令塔の役目を果たせる。
図１４の実施例は図２のシェルタと同じくすべて三画形で構成されており地下１階（Ｂ１），１階（１Ｆ），２階（２Ｆ），３階（３Ｆ）、４階（４Ｆ）には屋根裏部屋３０とエレベータ機械室２４が設けてあり頂点ＣとＤを結合する梁３１は強度を強化すると共に第３の屋根裏部屋３３を生む例である。２０は１Ｆと２Ｆ間に設けられたピロティである。
ピロティはフランスのルイコルビジュが提唱し、日本の建築家が好んで取り入れたが地震のないフランスでは良くても地震国日本では地震で必ずピロティ部がつぶれている。しかしピロティ部を無くすと建ぺい率が不利になる。
本発明はこの相反する要素を共に解決した発明である。即ち、本発明で地震でもつぶれないピロティを得られるので安心安全と共に建ぺい率も有利になり経済効果も上がる。
このピロティ２０は、例えばエントランスホール待合室や自動車の駐車場として利用することができる。２１と２２はトラス構造の鉄筋や鉄筋コンクリートである。地震でピロティ部分が潰れていない本発明により地震に安全なピロティを得て、上記の如く多大なメリットを生じ且つ地震に強い建築物を得られる。２６は地表、２７、２８は建物を支える支持抗である。岩盤２９に達する迄打ち込まれる。
FIG. 13 is a seventh embodiment of the present invention. If a house of only the combination of trusses according to the present invention is built, the house itself becomes a shelter, so there is no need to evacuate outside. Governments and public organizations are no longer required to build temporary housing, so it is possible to curb huge national expenditures. This time and in the past, the government office was destroyed by the earthquake, the guidance to the residents was delayed, and the victims suffered a lot. According to the present invention, if a large building such as a ward office is constructed using the present invention, it will not collapse even in a large earthquake, so it can serve as a command tower.
The embodiment of FIG. 14 is composed of three strokes like the shelter of FIG. 2 and is composed of the first basement floor (B1), the first floor (1F), the second floor (2F), the third floor (3F), the fourth floor (4F). ) Is provided with an attic 30 and an elevator machine room 24, and the beam 31 connecting the vertices C and D is an example of strengthening the strength and producing a third attic 33. 20 is a piloti provided between 1F and 2F.
Piloti is advocated Ruikorubiju of France, the Japanese architect, but was at Ri put preparative prefer are crushed always Piloti part in earthquake in earthquake-prone Japan is also well in France without the earthquake. However, if the piloti part is lost, the building coverage will be disadvantageous.
The present invention is an invention that solves these conflicting elements together. That is, since the present invention can obtain a piloty that does not collapse even in an earthquake, the building coverage rate is advantageous as well as safety and security, and the economic effect is also improved.
This piloty 20 can be used, for example, as an entrance hall waiting room or a car parking lot. 21 and 22 are truss-structured reinforcing bars and reinforced concrete. According to the present invention in which the piloti portion is not crushed by an earthquake, a piloty that is safe against earthquakes can be obtained, and a great advantage can be obtained as described above and a building that is strong against earthquakes can be obtained. Reference numeral 26 is the ground surface, and 27 and 28 are support members for supporting the building. It is driven in until it reaches bedrock 29.
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| JP2016096569A JP6482495B2 (en) | 2016-05-12 | 2016-05-12 | Personal shelter and earthquake resistant building |
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| JP2016096569A JP6482495B2 (en) | 2016-05-12 | 2016-05-12 | Personal shelter and earthquake resistant building |
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