JP2008180059A - Pole direct-connecting rotating steel ball type free house area method - Google Patents

Pole direct-connecting rotating steel ball type free house area method Download PDF

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JP2008180059A
JP2008180059A JP2007042906A JP2007042906A JP2008180059A JP 2008180059 A JP2008180059 A JP 2008180059A JP 2007042906 A JP2007042906 A JP 2007042906A JP 2007042906 A JP2007042906 A JP 2007042906A JP 2008180059 A JP2008180059 A JP 2008180059A
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steel ball
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Tomooki Kametani
朋興 亀谷
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method which dose not transmit the huge energy of the swing of seismic waves assuming a large earthquake to a pole. <P>SOLUTION: A rotating steel ball 3 mounted at the terminal end of each pole 17 is set at the center of a steel plate scouring circular plate 4 with a suitable size, and accordingly the huge energy of the swing of the seismic waves assuming the large earthquake is not transmitted to the pole 17, and the huge energy is released by the steel ball 3 which rotates on the scoured steel plate 4. When the steel ball 3 is rolled by receiving the seismic waves, at that time point an ultra carbon pipe 10 provided at the lower end of the pole 17 and around the scoured steel plate 4 is made not to hit on a steel ball stopper wall 5 provided around the area of the steel plate 4 by receiving the resistance of the four ultra carbon pipes at minimum in a form which is linked to a wire 12. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、大地震の巨大エネルギーを緩衝するためのコロの原理を用いた地上に限定的なフリーハウスエリヤを築く工法として成されたものである。  The present invention is a construction method for building a limited freehouse area on the ground using the roller principle for buffering the enormous energy of a large earthquake.

従来に於ては、住宅における地震波緩衝工法は無かった。  In the past, there was no seismic shock absorbing method in houses.

発明が解決しようとする課題Problems to be solved by the invention

この地震波緩衝工法は、私が提出した特許願いの出願番号2006−186070(長物の強度及び反発力の増加加工技術)のウルトラカーボンパイプを用いる事が要点の、地震波によって縦に加わる総荷重は、高さに比例した高所部分は揺れに対しては遅れて荷重がかかる事で、柱と梁や柱と部屋の木枠との接合部分に狂いが生じたり壁にひびが入ったり、地震後地面に対して柱の直角度や柱に対する部屋の木枠の直角度を失ったり、瓦が剥れ落ちたりして使用不可の住宅になっていた。この工法は、平屋建て住宅を基本として、柱にかかる総荷重を大巾に軽減するために、全てカーボンからなる瓦の代替とする。棟の角材の代替もウルトラカーボンパイプを用いて、屋根の傾斜面を支える垂木も全てウルトラカーボンパイプを用いる。更に柱の長さは従来より長く取り、床裏を高く設けてその柱の端に補強金属を取付け、その補強金属には金属製鋼球取付治具繋ぎリングが取付けられている。そのリングは鋼球と一体となった取付治具リングと同径の物であり、その二つのリングには適宜の数のボルト差し入れ孔が開られていて、ナットで締め固定し柱は鋼球と一体となる。その鋼球は回転する機能を持たせ、適宜の大きさの円型からなる鋼板磨き板の中心位置に設置し、地震時鋼球は回転しても適宜の高さからなる鋼球ストッパー壁に当らない様な、強靱な反発力を持たせたウルトラカーボンパイプを作用させる。そのために、その鋼球取付治具に取付けたフックにワイヤーがかけられ、そのパイプにも取付けたフックと繋がれ強く締付けるためにジャックルを利用するがそうして放射状に鋼球を中心にして、引っ張り合う状態に置いて、いかなる方向の地震にも対応させる。大きな地震が来た後は、施工したメーカーが元設置した位置に鋼球を戻す作業が必要となる。鋼球と鋼板磨き板はグリスを塗って錆を防止すると同時に、ほこりから守るためにカバーが掛けられているがワイヤー通し孔がそのカバーに開られている。尚、ウルトラカーボンパイプの設置は、コンクリート土台造成時にパイプ保護強化ゴムを挿入してパイプの根元に持って行き、パイプをコンクリートに埋めてそのまま固める。  This seismic shock absorbing method is based on the application of the patent request No. 2006-186070 (technique for increasing the strength and repulsion of long objects), and the total load applied vertically by the seismic wave is as follows: The high part proportional to the height is delayed with respect to the shaking, and the joint between the pillar and beam, the pillar and the wooden frame of the room is distorted, the wall is cracked, and after the earthquake The squares of the pillars with respect to the ground and the squares of the room's wooden frame with respect to the pillars were lost, and the tiles were peeled off, making the house unusable. This construction method is based on a one-story house, and will replace all the roof tiles made of carbon to greatly reduce the total load on the pillars. Substitute slabs use ultra carbon pipes, and all rafters that support the slope of the roof use ultra carbon pipes. Further, the length of the column is longer than before, and a floor floor is provided higher and a reinforcing metal is attached to the end of the column, and a metal steel ball mounting jig connecting ring is attached to the reinforcing metal. The ring has the same diameter as the mounting jig ring integrated with the steel ball. The two rings have an appropriate number of bolt insertion holes, and are fastened with nuts. And become one. The steel ball has a function to rotate, and is installed at the center position of a steel plate polished plate of an appropriate size circular shape. An ultra carbon pipe with a strong repulsive force that does not hit is used. For this purpose, a wire is hung on the hook attached to the steel ball mounting jig, and the hook is attached to the pipe and a jackle is used to tighten it tightly, so that the steel ball is centered radially. , Put them in tension, and respond to earthquakes in any direction. After a major earthquake, it is necessary to return the steel ball to the original location by the manufacturer. Steel balls and polished steel plates are coated with grease to prevent rust, and at the same time, a cover is hung to protect against dust, but a wire hole is opened in the cover. In addition, the installation of the ultra carbon pipe inserts pipe protection reinforcement rubber at the time of concrete foundation construction, takes it to the root of the pipe, buryes the pipe in concrete and hardens it as it is.

課題を解決するための手段Means for solving the problem

地震発生時に、鋼球磨き板の平行度をよく保ち得る構造を基礎に持たせ、家屋の総荷重(冷蔵庫や食器棚等その他全てを想定加算した)に対して、主も適宜の橈りを持たせるためのウルトラカーボンパイプの強靱さと反発力の必要の程度を知って、回転鋼球が地震波によって鋼球ストッパー壁に当らない様に計ること。  In the event of an earthquake, provide a structure that can maintain the parallelism of the steel ball polishing plate as a foundation, and the main will also give an appropriate twist to the total load of the house (assuming all others such as refrigerators and cupboards) Knowing the toughness of the ultra carbon pipe and the degree of repulsive force necessary to hold it, measure the rotating steel ball so that it does not hit the steel ball stopper wall due to seismic waves.

発明の実施形態Embodiments of the Invention

(イ)住宅を建築するコンクリートの土台作りの段階で床裏を高く設けた設計図通りの、柱直下点から放射線上に適宜の長さの位置に図2の様な適宜の数の、パイプ保護強化ゴム▲11▼を図示の如く挿入したウルトラカーボンパイプ▲10▼をコンクリート投入中に垂直に立て、そのままンクリートに封じ込め固定する。そのパイプの上端入口から、図3の如くパイプ割れ防止栓を取付けると共に、ワイヤーを引っ張るためのフックを取付ける。
(ロ)床裏を高く設けるために柱を長く取った先端に、図1の如く柱端補強金属▲1▼を取付けその補強金属には、金属製鋼球取付治具繋ぎリング▲2▼が取付けられている。そのリングは、回転鋼球▲3▼と一体となった取付治具リングと同径の物であり、その二つのリングにはナット締付孔が適宜の数開けられてピッチを合せ、ボルトを入れてナットで締付け固定し柱▲17▼と回転鋼球▲3▼と一体とする。その回転鋼球を中心にして、図2の様に放射状にフック▲6▼と▲9▼にワイヤー▲12▼とスペーサー▲18▼をかけジャックル▲7▼で張り切る。
(ハ)軽量化を計ったとしても尚その総重量は大きく、総荷重が地震波に遅れてかかることで梁と柱をきしませて動くのでその動きを止めるために、図1の梁穴▲13▼にウルトラカーボンパイプ▲14▼を挿し入れ、ネジ孔▲16▼にネジ止め▲19▼の如くねじ入れて地震波緩衝工法は完成する。
(B) A suitable number of pipes as shown in Fig. 2 at positions of appropriate length from the point directly below the pillar to the radiation, as shown in the blueprints with high floors at the stage of concrete foundation for building houses The ultra carbon pipe (10) with the protective reinforcing rubber (11) inserted as shown in the figure is set up vertically while the concrete is put in, and it is sealed and fixed as it is in the concrete. From the upper end inlet of the pipe, a pipe crack prevention plug is attached as shown in FIG. 3, and a hook for pulling the wire is attached.
(B) A column end reinforcing metal (1) is attached to the tip of a long column to provide a high floor, as shown in Fig. 1. A metal steel ball mounting jig connecting ring (2) is attached to the reinforcing metal. It has been. The ring has the same diameter as the mounting jig ring integrated with the rotating steel ball (3). The two rings are provided with an appropriate number of nut tightening holes to adjust the pitch, and bolts are attached. Put it in and tighten it with a nut to make it integral with the column (17) and the rotating steel ball (3). Centering on the rotating steel ball, hook the wire (12) and the spacer (18) on the hooks (6) and (9) radially as shown in FIG.
(C) Even if the weight is reduced, the total weight is still large. Since the total load is delayed by the seismic wave, the beams and columns are moved and the movement is stopped. Insert the ultra carbon pipe (14) into 13 and screw it into the screw hole (16) as shown in (19) to complete the seismic shock absorbing method.

発明の効果The invention's effect

(イ)棟や垂木その他補強材用箇所と屋根や壁や天上板その他をカーボン製の板又はウルトラカーボンパイプに代替するために、軽量化を達成して地震波にかかる下方荷重総重量に比例して地震波から来る家屋の基礎の狂いをゼロの理想を達成し、従来瓦を始め材木を多用するために、新築住宅価額は高価な物となり購入者の経済的負担は重くのしかかって来た。カーボンは地球にやさしく材料費は安く、低価額住宅という次世代の理想の住宅を全世界的に構築できる。カーボン板が割れる事が有ったとしても、全て規格化し早急に加工補修される体勢に持って行ける。
(ロ)ウルトラカーボンパイプという軽量かつ強靱な反発力の材質を発明出来たことで、巨大地震のエネルギーを緩衝できるコロの原理を用いた柱直結回転鋼球式フリーハウスエリヤ工法を導き出せたがこの工法によって、地震地帯に住む国民を被災民とせずに完全に家屋を保全させ、一生安住できる住宅を提供できる。またカーボンの屋根や壁のため外部からの延焼や内部火災に於ても延焼スピードが遅く、消火器や消防における消火も可能となる。
(B) In order to replace ridges, rafters and other reinforcing material locations, roofs, walls, ceiling plates, etc. with carbon plates or ultra carbon pipes, weight reduction is achieved and proportional to the total weight of the downward load applied to seismic waves. In order to achieve zero ideals for the foundations of houses that come from seismic waves, and to use a lot of timber, including traditional tiles, the price of new homes has become expensive and the economic burden on buyers has been heavily burdened. Carbon is friendly to the earth, has low material costs, and can build the next generation of ideal homes worldwide, low-cost housing. Even if the carbon plate breaks, it can be taken to a position where everything is standardized and processed and repaired quickly.
(B) By inventing a lightweight and tough repulsive material called ultra carbon pipes, we were able to derive a direct column rotating steel ball freehouse area construction method using the principle of rollers that can buffer the energy of a huge earthquake. By the construction method, the people who live in the earthquake zone can be completely preserved without making the people affected by the disaster, and a house where they can live safely for a lifetime can be provided. In addition, because of the carbon roof and walls, the fire spread speed is slow even from the outside and internal fires, making it possible to extinguish fire extinguishers and fires.

梁から床裏の、柱直結回転鋼球式フリーハウスエリヤ工法の全体構造を略図化したものである。 ▲1▼柱端補強金属 ▲2▼金属製鋼球取付治具繋ぎリング ▲3▼回転鋼球 ▲4▼鋼板磨き板 ▲5▼鋼球ストッパー壁 ▲6▼フック ▲7▼ジャックル ▲8▼パイプ割れ防止栓 ▲9▼フック ▲10▼ウルトラカーボンパイプ ▲11▼パイプ保護強化ゴム ▲12▼ワイヤー ▲13▼梁 ▲14▼ウルトラカーボンパイプ ▲15▼パイプ割れ防止栓 ▲16▼ネジ孔 ▲17▼柱 ▲18▼スペーサー ▲19▼ネジ取付け ▲20▼穴挿入This is a schematic diagram of the entire structure of the free-house area construction method using a steel ball directly connected to the column from the beam to the floor. (1) Column end reinforcement metal (2) Metal steel ball mounting jig connecting ring (3) Rotating steel ball (4) Steel plate polishing plate (5) Steel ball stopper wall (6) Hook (7) Jackle (8) Pipe Crack prevention plug ▲ 9 ▼ Hook ▲ 10 ▼ Ultra carbon pipe ▲ 11 ▼ Pipe protection reinforced rubber ▲ 12 ▼ Wire ▲ 13 ▼ Beam ▲ 14 ▼ Ultra carbon pipe ▲ 15 ▼ Pipe crack prevention plug ▲ 16 ▼ Screw hole ▲ 17 ▼ Pillar ▲ 18 ▼ Spacer ▲ 19 ▼ Screw installation ▲ 20 ▼ Hole insertion 本発明の、主体場所の放射状にウルトラカーボンパイプを使用した実施態様図である。 ▲7▼ジャックル ▲9▼フック ▲10▼ウルトラカーボンパイプ ▲11▼パイプ保護強化ゴム ▲12▼ワイヤーIt is the embodiment figure which used the ultra carbon pipe radially of the main place of this invention. ▲ 7 ▼ Jackle ▲ 9 ▼ Hook ▲ 10 ▼ Ultra carbon pipe ▲ 11 ▼ Pipe protection reinforced rubber ▲ 12 ▼ Wire 図2のウルトラカーボンパイプの実施態様の上端をカットした断面図である。It is sectional drawing which cut the upper end of the embodiment of the ultra carbon pipe of FIG. 図1の柱上端に用いるウルトラカーボンパイプの下端をカットした断面図である。It is sectional drawing which cut the lower end of the ultra carbon pipe used for the pillar upper end of FIG.

Claims (2)

柱下端に補強金属をネジで取付け、その金属は金属製鋼球取付治具繋ぎリングを取付けそのリングは、回転鋼球と一体となった取付治具リングと同径の物であり、その二つのリングはナット締付孔が開けられた二つのピッチを合せてボルトとナットで締付け固定し、柱と回転鋼球とを一体とする。その回転鋼球を、適宜な大きさの鋼板磨き円板の真ん中に設置し、地震波時に地震の巨大なエネルギーを逃がすフリーハウスエリヤ以上を喰い止めるために、その円板は平行度のある程度の精度を持たせた鋼球ストッパー壁を設け、そのストッパー壁に当らぬ計算からなる鋼球中心から放射状に適宜の長さの位置に、コンクリート土台造りの時にウルトラカーボンパイプの柱を埋めて立て、その柱の根元にパイプ保護強化ゴムを挿入させてコンクリートをそのまま乾して固定する。柱と鋼球を繋ぐ二つのリングをナットで締付けた後、そのリングの上端円周部にワイヤーを掛けるフックをパイプの柱の数ほど取付けてあったそのフックと、埋めたパイプの上端入口からあらかじめパイプ割れ防止栓を挿入し接着剤で固定したその栓に当る箇所にあらかじめパイプの外径からネジ穴が開られていて、その穴からフック取付治具を取付ける。その二つのフックでワイヤーとスペーサーを用いて放射状にジャックルで引っ張り合い、どの方向の地震にも対応させる。また柱の上端の梁にウルトラカーボンパイプがしっくり入る穴を開け、挿入した後そのパイプの下端入口からあらかじめパイプ割れ防止栓を挿入し、接着剤で固定しその栓には柱とパイプを固定するための、ネジ止めリング孔とが一体となって取付けられている。  Reinforcing metal is attached to the bottom of the column with screws, and the metal is attached to a metal steel ball mounting jig connecting ring. The ring is the same diameter as the mounting jig ring integrated with the rotating steel ball. The ring is fastened with bolts and nuts with two pitches with nut tightening holes, and the column and rotating steel ball are integrated. The rotating steel ball is installed in the middle of an appropriately sized steel plate polished disc, and the disc has a certain degree of parallelism in order to stave more than the free house area that escapes the enormous energy of the earthquake in the event of an earthquake wave. A steel ball stopper wall is provided, and the column of the ultra carbon pipe is buried at the position of an appropriate length radially from the steel ball center that does not hit the stopper wall when building a concrete foundation, Insert pipe protection reinforced rubber at the base of the pillar and dry and fix the concrete as it is. After tightening the two rings that connect the pillar and the steel ball with a nut, hooks that hook the wire around the upper circumference of the ring are attached to the number of pipe pillars, and from the top inlet of the buried pipe A screw hole is pre-opened from the outer diameter of the pipe at the location where the pipe break prevention plug is inserted and fixed with an adhesive in advance, and the hook mounting jig is attached from the hole. With these two hooks, we use a wire and a spacer to pull them together with a jackle to deal with earthquakes in any direction. Also, make a hole where the ultra carbon pipe fits into the beam at the upper end of the column, insert it, insert a pipe crack prevention plug in advance from the lower end inlet of the pipe, fix it with adhesive, and fix the column and pipe to the plug For this purpose, a screwing ring hole is integrally attached. 柱直結回転鋼球式フリーハウスエリヤ工法は、家屋の上部を出来る限りの軽量化を計ることを基本とし、全て平屋建てを目的とする。従って、瓦の代替をカーボン板とし棟の角材及び屋根の傾斜面に用いる垂木や壁面を支える長短の木の板の代替を、全てウルトラカーボンパイプを用いる。そのカーボンパイプの単品から、ウルトラカーボンパイプにする各使用ケ所と目的を計った工程で、特許願いの出願番号2006−186070の使用目的による附加価値を付けるがそれは、緊密に整然と化学繊維の糸又はロープ及び天然繊維の糸又はロープを必要回数巻付ける工程で、金属及び石油系固形物質及び木や竹やゴム類や化学繊維の糸やロープ及び天然繊維の糸やロープからなるリング又はフックや輪の助長部を適宜の位置に必要数その巻き付けで封じ込め、巻付ける度に樹脂類を塗ってその使用引っ張り重量に十分耐え得るものとする。そのリング又はフック及び輪を用いて以上の使用目的のカーボン板の取付けに用いる。  The direct-connected rotating steel ball-type freehouse area construction method is based on the principle of reducing the weight of the upper part of the house as much as possible, and is all aimed at single-story buildings. Therefore, the carbon plate is used as an alternative to the roof tile, and the rafters used for the slab slabs and the sloping surface of the roof, and the substitutes for the long and short wooden plates that support the wall surface are all used for the ultra carbon pipe. In the process of measuring the purpose and purpose of making each carbon pipe from a single piece of carbon pipe, it adds value according to the purpose of use of patent application No. 2006-186070. In the process of winding the rope and natural fiber thread or rope the required number of times, a ring or hook or ring made of metal and petroleum solid material and wood or bamboo or rubber or chemical fiber thread or rope and natural fiber thread or rope The necessary number of support portions are sealed in the appropriate number of windings, and a resin is applied each time the winding is wound to sufficiently withstand the used tensile weight. The ring or hook and ring are used to attach the carbon plate for the above purpose.
JP2007042906A 2007-01-24 2007-01-24 Pole direct-connecting rotating steel ball type free house area method Pending JP2008180059A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2144463A1 (en) 2008-07-10 2010-01-13 Ricoh Company, Ltd. Wireless communication apparatus roaming between access points

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04176956A (en) * 1990-11-08 1992-06-24 Hazama Gumi Ltd Floor earthquake-proof device
JPH07292872A (en) * 1994-04-28 1995-11-07 Koji Miyazaki Structure of roof tile of building on which article can be placed
JPH11131862A (en) * 1997-11-04 1999-05-18 Ichijyo Home Building Co Ltd Base isolator and base-isolated structure of lightweight structure
JP2002276082A (en) * 2001-03-21 2002-09-25 Matsushita Electric Works Ltd High weather resistance resin tile
JP2003269006A (en) * 2002-03-14 2003-09-25 Mitsuo Sasaki Earthquake resistant structure and earthquake resistant building
JP2003343117A (en) * 2002-05-27 2003-12-03 Bridgestone Corp Deformed quantity restriction device of vibration isolation support device and support structure of building
JP2007009415A (en) * 2005-06-28 2007-01-18 Suzuki Sangyo Kk Base-isolating device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04176956A (en) * 1990-11-08 1992-06-24 Hazama Gumi Ltd Floor earthquake-proof device
JPH07292872A (en) * 1994-04-28 1995-11-07 Koji Miyazaki Structure of roof tile of building on which article can be placed
JPH11131862A (en) * 1997-11-04 1999-05-18 Ichijyo Home Building Co Ltd Base isolator and base-isolated structure of lightweight structure
JP2002276082A (en) * 2001-03-21 2002-09-25 Matsushita Electric Works Ltd High weather resistance resin tile
JP2003269006A (en) * 2002-03-14 2003-09-25 Mitsuo Sasaki Earthquake resistant structure and earthquake resistant building
JP2003343117A (en) * 2002-05-27 2003-12-03 Bridgestone Corp Deformed quantity restriction device of vibration isolation support device and support structure of building
JP2007009415A (en) * 2005-06-28 2007-01-18 Suzuki Sangyo Kk Base-isolating device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2144463A1 (en) 2008-07-10 2010-01-13 Ricoh Company, Ltd. Wireless communication apparatus roaming between access points

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