JP2019148163A - Curve resilience connection accumulation body and its application - Google Patents
Curve resilience connection accumulation body and its application Download PDFInfo
- Publication number
- JP2019148163A JP2019148163A JP2019040015A JP2019040015A JP2019148163A JP 2019148163 A JP2019148163 A JP 2019148163A JP 2019040015 A JP2019040015 A JP 2019040015A JP 2019040015 A JP2019040015 A JP 2019040015A JP 2019148163 A JP2019148163 A JP 2019148163A
- Authority
- JP
- Japan
- Prior art keywords
- coupling assembly
- curved
- arch
- curve
- elastic coupling
- 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.)
- Pending
Links
- 238000009825 accumulation Methods 0.000 title abstract 5
- 239000000853 adhesive Substances 0.000 claims abstract description 6
- 230000008878 coupling Effects 0.000 claims description 22
- 238000010168 coupling process Methods 0.000 claims description 22
- 238000005859 coupling reaction Methods 0.000 claims description 22
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 238000010248 power generation Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 239000008399 tap water Substances 0.000 claims description 2
- 235000020679 tap water Nutrition 0.000 claims description 2
- 230000000386 athletic effect Effects 0.000 claims 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 23
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 23
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 23
- 241001330002 Bambuseae Species 0.000 abstract description 22
- 239000011425 bamboo Substances 0.000 abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 25
- 239000000463 material Substances 0.000 description 19
- 238000000034 method Methods 0.000 description 7
- 238000003860 storage Methods 0.000 description 7
- 229920000049 Carbon (fiber) Polymers 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000012237 artificial material Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 4
- 239000004917 carbon fiber Substances 0.000 description 4
- 239000001913 cellulose Substances 0.000 description 4
- 229920002678 cellulose Polymers 0.000 description 4
- 239000002121 nanofiber Substances 0.000 description 4
- 229920000271 Kevlar® Polymers 0.000 description 3
- 241000270666 Testudines Species 0.000 description 3
- 230000005611 electricity Effects 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 239000004761 kevlar Substances 0.000 description 3
- 230000033001 locomotion Effects 0.000 description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 3
- 230000035882 stress Effects 0.000 description 3
- 206010039203 Road traffic accident Diseases 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 2
- 230000006355 external stress Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- PCTMTFRHKVHKIS-BMFZQQSSSA-N (1s,3r,4e,6e,8e,10e,12e,14e,16e,18s,19r,20r,21s,25r,27r,30r,31r,33s,35r,37s,38r)-3-[(2r,3s,4s,5s,6r)-4-amino-3,5-dihydroxy-6-methyloxan-2-yl]oxy-19,25,27,30,31,33,35,37-octahydroxy-18,20,21-trimethyl-23-oxo-22,39-dioxabicyclo[33.3.1]nonatriaconta-4,6,8,10 Chemical compound C1C=C2C[C@@H](OS(O)(=O)=O)CC[C@]2(C)[C@@H]2[C@@H]1[C@@H]1CC[C@H]([C@H](C)CCCC(C)C)[C@@]1(C)CC2.O[C@H]1[C@@H](N)[C@H](O)[C@@H](C)O[C@H]1O[C@H]1/C=C/C=C/C=C/C=C/C=C/C=C/C=C/[C@H](C)[C@@H](O)[C@@H](C)[C@H](C)OC(=O)C[C@H](O)C[C@H](O)CC[C@@H](O)[C@H](O)C[C@H](O)C[C@](O)(C[C@H](O)[C@H]2C(O)=O)O[C@H]2C1 PCTMTFRHKVHKIS-BMFZQQSSSA-N 0.000 description 1
- 241000209128 Bambusa Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000009313 farming Methods 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 239000010687 lubricating oil Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
本発明は弾力特性素材による曲線弾力連結集積体に関連する分野、電力、交通、屋外開閉屋根、気象対策に関する。The present invention relates to a field related to a curved and elastic connection aggregate of elastic characteristic materials, electric power, traffic, outdoor open / close roof, and weather countermeasures.
自然界に自生する竹林、森林において、優れた特性を最大限活用しているとは言えない。すなわち。各種素材(自然,人工素材)弾力特性への発想が行き届かない為、有効資源が放置状態であることが、人類の課題を妨げている。その要因は人為的素材追求を優先する社会風潮が起因する。人為的素材を否定するものでない。鉄製、炭素繊維、セルロースナノファイバーの平板にも曲げ剛性を有している。上記記載の素材には弾力連結集積体としての活用範囲と応用分野が広がる。In bamboo forests and forests that naturally grow in nature, it cannot be said that the best characteristics are being utilized. That is. Since the idea of the elasticity characteristics of various materials (natural and artificial materials) is inadequate, effective resources are left unattended, which hinders human problems. This is due to the social trend of prioritizing the pursuit of artificial materials. It does not deny artificial material. Iron, carbon fiber, and cellulose nanofiber flat plates also have bending rigidity. The range of applications and fields of application as a resiliently connected assembly extend to the materials described above.
2018年冬 豪雪地帯では毎年雪による人身事故が発生し、道路の降雪する雪の量が大量の場合、自衛隊出動が実施されるが、隊員は手作業のスコップ除雪を余儀なくされる。何か見落としている(雪が道路の路面、家屋に届かない構造物が必要である。)豪雨災害による水害もまた同様の形態が発生する。このような悲惨な被災,事故、過労労働を無くす為には、弾力特性を有する強固な曲げ剛性を有する素材を開発する必要がある。課題解決のためには地上に自生する竹林の竹を連結集積して曲線弾力連結集積体の外部、内部応力を利用して降雨、降雪上空で受け留ることが可能となれば経済的にも防災、環境的にも有効な手段となりえる方法である。Winter 2018 In the heavy snow area, snow accidents occur every year, and if the amount of snow falling on the road is large, the Self-Defense Forces will be dispatched, but members will be forced to remove snow manually. Something is overlooked (the structure where the snow does not reach the road surface and houses is necessary.) The flood damage caused by the heavy rain disaster also has the same form. In order to eliminate such catastrophic disasters, accidents, and overwork, it is necessary to develop a material that has elastic characteristics and strong bending rigidity. In order to solve the problem, it would be economical if it would be possible to collect and collect bamboos from bamboo forests that grow naturally on the ground and catch them in the rain and snow using the external and internal stresses of the curved elastic connection aggregate. It is a method that can be an effective means for disaster prevention and environment.
電力は原発に依存すると、未来には取り返しの効かない、結果が待っている、自動車依存においても同じ課題が発生する。要するに自然、物理学を無視する政策には人類に艱難辛苦を与えるのみである。If electricity depends on nuclear power, the same problem will arise in dependence on automobiles that cannot be recovered in the future and results are waiting. In short, the policy of ignoring nature and physics only hurts humanity.
竹材が持つ弾力特性は古代から公知である。
水力発電の主流は陸地型ダム方式である。
電力分野 原発、水力、風力、太陽光、化石火力は公知である。
地上、海上、空中 移動手段は公知である。
重力加速度公式は公知である。The elasticity characteristics of bamboo have been known since ancient times.
The mainstream of hydropower generation is the land type dam system.
Electricity field Nuclear power, hydropower, wind power, sunlight, and fossil firepower are well known.
Ground, sea and air movement means are well known.
Gravity acceleration formulas are known.
本発明はこのような危険が伴う原発、交通事故、豪雨雪災害、交通事故等に対する従来の問題点に鑑みてなされたものである。本発明は降雨、降雪を地上に届く前に上空で受け止め可能な構造物を設け、電力、交通 気象対策、水道代無料改革に活用することにある。The present invention has been made in view of conventional problems with respect to nuclear power plants, traffic accidents, heavy rain and snow disasters, traffic accidents, and the like that involve such dangers. It is an object of the present invention to provide a structure that can receive rain and snow before it reaches the ground, and use it for electricity, traffic weather countermeasures, and free water bill reform.
本発明は前記課題を解決するために、以下の手段を採用した。すなわち本発明は弾力特性を有する素材を活用し、連結を可能にするために直線に配列し、結束、溶接、接着剤等により弾力連結集積体2を強力な曲げ剛性を有する素材を造ることにある。尚、延伸製法による工程では連結部は不要となる。竹材1使用の場合,長さ1000mの直線弾力連結集積体2を形成するための実施例を竹材1により説明する。竹材1全長12m(下部から先端有効弾力10m)根本口径55mm、有効先端口径30mmを使用するが自然自生のため、それら素材は一定したものは存在しない。前記条件の下で説明する。先ず全長12mの竹材1を10m直線状に配列するだけで100本あれば2m重ねながら配列しても余裕をもって1000mの竹材1が1列に並ぶ、ただ一列に並べ多だけでは弾力機能は起こらない、すなわち2m重ねた位置全部を連結してこそ、直線弾力連結集積体2が完成する。より弾力特性を強化するためには、竹材1を200本〜1000本と使用して最初に並べた竹材1に沿って、又は連結部4をずらす方法で、前記準備した竹材1全てを配列して連結部分4を結束バンド、番線、コイル巻き、ランニングボワイヤー、接着剤4等により連結部4が分離しないように、対策を施すのであるが、任意の位置に骨材アングル14を配備しながら作業工程を進める。ここでの注意点は連結部4と骨材アングル14の配備した左右は必ず結束バンド4等で縛り骨材アングル14がずれないように各種固定する。上記工程により弾力竹材1総数1000本の直線弾力連結集積体2が完成する。当初の設定の長さ1000mの弾力連結集積体2の応用分野において対応する長さ、弾力不足する場合などは竹材1を大量に使用することで長さ、応力不足の課題は解消する。(しかしながら竹材1のみを使用する場合はどうしても、人為的素材と比べ大型化する欠点があるので、予算的な面で許容範囲内、竹材とケブラー繊維、炭素繊維、セルロースナノファイバーとの併合、独自素材を採用する。長さの長い延伸製法平板使用。直線弾力連結集積体2はアーチ曲線形態を表す特性を有する。(請求項1に対応)The present invention employs the following means in order to solve the above problems. That is, the present invention utilizes a material having elasticity characteristics, arranged in a straight line to enable connection, and creates a material having strong bending rigidity for the elastic connection assembly 2 by binding, welding, adhesive, or the like. is there. In addition, a connection part becomes unnecessary in the process by an extending | stretching manufacturing method. In the case of using bamboo material 1, an example for forming a linear elastic coupling assembly 2 having a length of 1000 m will be described with reference to bamboo material 1. Bamboo material 1 Total length 12m (Effective tip 10m from bottom) Uses a root diameter of 55mm and an effective tip diameter of 30mm. The description will be made under the above conditions. First, if the bamboo material 1 having a total length of 12 m is arranged in a straight line with a length of 10 m, if there are 100 pieces of bamboo, the bamboo material 1 with a margin of 1000 m will be arranged in a row with a margin. That is, only when all the positions overlapped by 2 m are connected, the linear elastic connection integrated body 2 is completed. In order to further enhance the elasticity characteristics, all of the prepared bamboo materials 1 are arranged along the bamboo materials 1 first arranged using 200 to 1000 bamboo materials or by shifting the connecting portions 4. Measures are taken so that the connecting portion 4 is not separated by the binding band, number wire, coil winding, running wire, adhesive 4, etc. while the
直線1000mの直線弾力連結集積体2が形成され、次の段階にいかにして、直線弾力連結集積体2を曲線に描くアーチ形状にするかが課題であるが、それほど重要な問題ではないことは、電柱を建柱した者にとっては容易なことである。地上平面で形成する場合、長さ1000m直線弾力連結集積体2を平面上におき、その中心に支柱を建て左右両端を別々にワイヤー固定して2台の重機で相対方向の支点を中央に牽引すると直線弾力連結集積体2が曲線弾力連結集積体3になる。一方、地面に縦穴開口穴を掘り下げて、1000mの直線弾力連結集積体の両方の各支点を抑えこみ地中埋設して、コンクリート等で固定すると地上に頂点が500mの高さを有する構造物が形成されるが直線弾力連結集積体1000m全長の長さプラス地中埋設部の両端長さが例えば片方を15mとすると両方で30m加算したうえで直線弾力連結集積体の全体の長さを設定する。竹材による高位置構造物が構築網として展開可能となる。また降雨水16を受ける直線弾力連結集積体2の建柱条件として先端には降雨水16を受ける貯水タンク12牽引シート11とワイヤー固定を配備して降雨水16を貯めると地面方向に垂れ下り曲線を描くが曲線不測の場合ワイヤーを地上方向に牽引すれば任意の曲線連結集積体を求めることが可能となる。(請求項2に対応)A straight elastic connection aggregate 2 having a straight line of 1000 m is formed, and the next step is how to make the straight elastic connection integration body 2 into an arch shape that draws a curve, but that is not so important. It is easy for those who have built utility poles. When forming on the ground plane, place the 1000m-long straight elastically coupled assembly 2 on the plane, build a column in the center, and wire the left and right ends separately, and pull the fulcrum in the relative direction to the center with two heavy machines Then, the linear elastic connection integrated body 2 becomes the curved elastic connection integrated body 3. On the other hand, when a vertical hole opening is dug down on the ground, each fulcrum of the 1000 m straight elastically connected aggregate is restrained and buried in the ground, and fixed with concrete or the like, a structure having a height of 500 m on the ground is obtained. Although the total length of the linear elastic coupling assembly is 1000 m plus the length of both ends of the underground buried portion, for example, if one side is 15 m, the total length of the linear elastic coupling assembly is set after adding 30 m on both sides. . High-position structures made of bamboo can be deployed as a construction network. Further, as a pillar condition of the linear elastic connection aggregate 2 that receives the rainwater 16, a storage tank 12 that receives the rainwater 16 and a wire fixing are provided at the tip, and when the rainwater 16 is stored, a curved line that hangs down toward the ground. If a wire is drawn but the wire is pulled in the ground direction, it is possible to obtain an arbitrary curve connected aggregate. (Corresponding to claim 2)
直線弾力連結集積体2を曲線形状に工程が進むと、同一又は前記以上の長さ、口径のアーチ弾力連結集積体3を産業分野に応じた耐用性重視して、数万本の直線弾力連結集積体を製作し、アーチ構造物の地上設地位置にて、半円形の(曲線弾力連結集積体3の中心が上空に左右から見て垂直(時計の針0時〜6時)に建設する。亀に例えるならば最初の曲線弾力連結集積体3を親亀としてその上に子亀が乗るようにして(時計針3時〜9時)曲線弾力連結集積体3を重ねて全ての、曲線弾力連結集積体3が配置建設されると強固な曲線弾力連結集積体3の構造物が完成される。このことにより、曲線弾力連結集積体3の大きな特性は外部、内部応力に抵抗する反力が大きい特性を有する。上空で降雨水、豪雪16を受け止める機能を有することが可能となる。故に曲線弾力連結集積体3にケブラー繊維、炭素繊維、セルロースナノファイバー等でシート牽引、集水容器11,12を配備すれば、降雨水16が地上に到達する前に高位置上空で集水することが可能となる。このことは、自由落下運動、位置エネルギー、運動エネルギー、電気エネルギー(水力発電の条件を満たした発電方法となる)の公式に対する最善の方法である。降雨水の量×9,8×高さ=電気エネルギーとなる。設備場所を海上、山間部、河川上、湖面上等が有効である。(請求項2に対応)When the process proceeds to the curved shape of the linear elastic coupling assembly 2, the arch elastic coupling assembly 3 having the same or more length and the above-mentioned caliber is attached with an emphasis on durability according to the industrial field, and tens of thousands of linear elastic couplings are made. An assembly is manufactured and constructed in a semicircular shape (the center of the curved elastic connection assembly 3 is vertically seen from the left and right (clockwise hands 0 to 6 o'clock) at the ground position of the arch structure. In the case of a turtle, the first curved elastic coupling assembly 3 is used as a parent turtle so that a child turtle rides on it (clock hand 3 o'clock to 9 o'clock). When the resiliently connected integrated body 3 is arranged and constructed, the structure of the strong curved elastically connected integrated body 3 is completed, whereby the large characteristic of the curved elastically connected integrated body 3 is a reaction force that resists external and internal stresses. It has the characteristics of receiving rainwater and heavy snow 16 in the sky. Therefore, if the sheet pulling and water collecting containers 11 and 12 are arranged on the curved elastically connected aggregate 3 with Kevlar fibers, carbon fibers, cellulose nanofibers, etc., the rainwater 16 will reach a high position before reaching the ground. It is possible to collect water in the sky, which is the best way to formula for free-fall motion, potential energy, kinetic energy, and electrical energy (which is a power generation method that meets hydropower requirements). The amount of water x 9,8 x height = electrical energy, and the equipment location is effective on the sea, mountains, rivers, lakes, etc. (corresponding to claim 2)
交通網に対する手段では、垂直に地中埋設したに二層シリンダー、外部シリンダー9は地中埋設固定し、内部シリンダー回転部10に直線弾力連結集積体2を挿入して内部シリンダー回転部10と直線弾力連結集積体2とを固定結合する。2層シリンダー間9,10にはわずかな隙間がありその隙間には潤滑油が配備されている為、360度回転機能を設けても摩擦抵抗を起こすことなくスムーズに回転することで、垂直に立てた直線弾力連結集積体2の先端に設けた物品容器、貯水槽12内には上空降雨水16が収容できる形状に形成されている為、容器12内に降雨水16が入り始めると降雨水16の質量により直線弾力連結集積体2の先端は曲線を形成し一定の位置で任意の設定位置に止まる。の物品の質量との数値設定により曲線バランスをとりながら。任意の目的地に短時間で届けることが可能となる形態を考慮すること。交通手段に使用する形態は、しだれ梅の主軸から張り出す曲線枝の形態を観察し、同一形態の曲線弾力連結集積体3を多岐多様に配備することにより、容易に任意の形状を構築することが可能となる(請求項3に対応)・As a means for the transportation network, the two-layer cylinder and the outer cylinder 9 embedded in the ground vertically are fixed and buried in the ground, and the linear elastic coupling assembly 2 is inserted into the inner cylinder rotating portion 10 so as to be in a straight line with the inner cylinder rotating portion 10. The elastic coupling assembly 2 is fixedly coupled. Since there is a slight gap between the two-layer cylinders 9 and 10 and lubricating oil is provided in the gap, even if a 360-degree rotation function is provided, it rotates smoothly without causing frictional resistance, so Since the article container provided at the tip of the standing straight elastically connected integrated body 2 and the water storage tank 12 are formed in a shape that can accommodate the rain water 16 in the sky, the rain water 16 starts to enter the container 12. With the mass of 16, the tip of the linear elastic coupling assembly 2 forms a curve and stops at an arbitrary set position at a fixed position. While balancing the curve by setting the numerical value with the mass of the article. Consider forms that can be delivered to any destination in a short time. The form used for transportation means that any shape can be easily constructed by observing the form of curved branches protruding from the main axis of weeping plum and arranging a wide range of curved elastically connected assemblies 3 of the same form. Is possible (corresponding to claim 3).
直線弾力連結集積体2が曲線弾力連結集積体3に変形すると曲げ剛性が外部応力に抵抗する、耐圧が発生する機能が起こる。この弾力特性を有する曲線弾力連結集積体3を活用する事で従来発想が起こらない分野、上空で降雨水を集水し降水を水力発電7,8に活用する事により、クリーンエネルギーが自由落下すなわち重力加速度MGH電気エネルギーを得ることが可能となる。また上空で降雨水、降雪16を受け止めることにより、異物が混入することが不可能なので、工業用水、飲料水に使用することが可能となり、上水道に関する施設が大きく変わり、市民生活には水道代が無料になる可能性を有している。When the linear elastic coupling assembly 2 is deformed into the curved elastic coupling assembly 3, a function of generating a pressure resistance in which the bending rigidity resists external stress occurs. By using the curved elastic joint structure 3 having this elastic characteristic, the clean energy can be freely dropped by collecting rain water in the sky and utilizing precipitation for
直線弾力連結集積体2による垂直建柱条件を満たすことは容易な作業工程により実現できることは、現代の重機、ヘリコブターなどを活用すれば、短時間で高度1000級の建柱も可能になる。このことにより、アーチ曲線弾力連結集積体3の先端に設けた収容容器内12の物体が360度回転機能により、短時間に目的地に移動を可能にする機能を有する。市街地交通、農作業、漁業,関連に応用範囲が広がる。曲線弾力連結集積体3の仕様形態、実施形態においては、常に同時に実施することが可能であう。The fact that satisfying the vertical building pillar condition by the linear elastic connection aggregate 2 can be realized by an easy work process enables a building pillar of an altitude of 1000 grade in a short time by using a modern heavy machine, a helicopter and the like. Thus, the object in the storage container 12 provided at the tip of the arch curve elastic connection integrated body 3 has a function of allowing the object to move to the destination in a short time by the 360 degree rotation function. The range of applications is widespread in urban transportation, farming, fishing, and related fields. In the specification form and embodiment of the curved elastic connection integrated body 3, it can always be carried out simultaneously.
以下図面を参照して、本発明の好適な実施の形態を説明する。Preferred embodiments of the present invention will be described below with reference to the drawings.
《第1の実施形態》
図1は弾力連結集積体2における竹材1と竹材1との連結部4の平面図であり、連結部4は骨材アングル14を配備してその左右を結束バンド4等で縛り、固定した状態の図である。連結部分4の結束により連結部分4の分離が困難となり、強固な直線弾力連結集積体2が形成される。尚、図では開示していないが連結部4が分離しない対策として番線、コイル巻き等がある。<< First Embodiment >>
FIG. 1 is a plan view of a connecting portion 4 between the bamboo material 1 and the bamboo material 1 in the elastically connected integrated body 2. The connecting portion 4 is provided with an
《第2の実施形態》
図2は直線弾力連結集積体2を曲線弾力連結集積体3に変形した状態の図である。すなわち、アーチブリッジが形成されると、その曲線弾力連結集積体3は上面、内部面に外部からの応力に対する反発力が現われるため、上空において質量の大きい降雨水、豪雪16を受け止めることが可能となる。牽引シート11張りにより降雨水16を受け止め、貯水槽12等、上部に降雨水貯水する容器を配備することが可能となり、アーチ曲線構想物3を単体で大規模設備を作り降雨水を収容するのではなく、小規模な設備を万単位で構築し、万単位の降雨水収容容器が連動すれば小規模設備は大規模設備以上に容量の大きい降雨水を上空で受け止めることが可能となる。<< Second Embodiment >>
FIG. 2 is a diagram showing a state in which the linear elastic coupling assembly 2 is transformed into a curved elastic coupling assembly 3. In other words, when the arch bridge is formed, the curved elastically connected integrated body 3 has a repulsive force against the external stress on the upper surface and the inner surface, so that it is possible to receive heavy rain water and heavy snow 16 in the sky. Become. It is possible to receive the rain water 16 by the tension of the tow sheet 11, and to install a container for storing the rain water in the upper part such as the water storage tank 12, etc. Rather, if a small-scale facility is constructed in ten thousand units and ten thousand units of rainwater storage containers are linked, the small-scale facility can receive rainwater having a capacity larger than that of the large-scale facility in the sky.
図3は曲線弾力連結集積体3を直径1000mの円配備した平面図である。
A〜E B〜F C〜G D〜H間の3140mの半円形の曲線弾力連結集積体3が1000m円内に配備した形態を示した図である。A B C D E F G H各基点には地中固定をする必要がある為、直径1000m+地中埋設に必要な長さを延長する必要がある。延長により地中埋設固定した状態で、3140mの中央部頂点5は高さ500mを確保することが出来る。このことは竹材10mの長さの竹を314本結束するだけで、1000mの曲線弾力連結集積体3が製作することが可能となる。FIG. 3 is a plan view in which the curved elastic coupling assembly 3 is arranged in a circle having a diameter of 1000 m.
It is the figure which showed the form which the semicircular curve elastic connection integration | stacking body 3 of 3140m between A-E B-F C-G D-H was arrange | positioned in 1000m circle. Since it is necessary to fix the base point to each ABCD EF F G H, it is necessary to extend the diameter necessary for 1000m + underground burial. In the state of being buried and fixed by extension, the central apex 5 of 3140 m can secure a height of 500 m. This means that by simply binding 314 pieces of bamboo with a length of 10 m, a 1000 m curved elastically connected integrated body 3 can be manufactured.
図4は曲線弾力連結集積体3による降雨水16を上空で受けとめる集水容器、シート、11,12を配備し集積した降雨水16を地上に自由落下エネルギーに導く垂直導水管配備、その導水管6はサイホン管方式とし曲線弾力連結集積体3の小規模、中規模、大規模の頂点で導水管6の直立を導水管6と頂点5との連結結束4により支えることにより、導水管6が垂直建柱される。上空からの降雨水16の落下は導水管内6を落下するため空気抵抗が減少する。導水管降雨水出口には電力を得る為の水車7、に連動する発電機8が配備されている。配電設備、送電設備は公知であるため開示はしない。また曲線弾力連結集積体3による高位置配備する集水容器、集水シート12,11により、水道水が公共事業から私有権に移行する手段及び形態を示す要因となる、FIG. 4 shows a water collecting container for receiving the rain water 16 by the curved elastically connected integrated body 3 in the sky, a sheet, and a vertical water pipe arrangement for guiding the accumulated rain water 16 to free fall energy on the ground. 6 is a siphon tube system, and the upright of the water conduit 6 is supported by the connection bundle 4 between the water conduit 6 and the vertex 5 at the small, medium and large vertices of the curved elastic connection integrated body 3. A vertical pillar. Since the fall of the rainwater 16 from the sky falls in the water guide pipe 6, air resistance decreases. A generator 8 that is linked to a
図5は、しだれ梅形態の単一曲線弾力連結集積体2の断面図である。垂直地中に外部シリンダー9を固定配備し内部シリンダー10を外部シリンダー内9に挿入し、その内部シリンダー10には直線弾力連結集積体2の軸体を挿入し、直線弾力連結集積体2と内部シリンダー10連結固定する。直線弾力連結集積体2の主軸に対して上空方向曲線弾力連結集積体3等を間隔に配したのちに、回転機能を追加すると、アーチバー3の先端に設けた収容容器内12の物品が任意の位置に到達することの可能な交通手段となる。360度回転が1分間で一回転可能になれば、軸心から半径5000mのアーチバー3先端の容器12は全周するのに称する時間は1分間であり、半回転の場合30秒であり、右支点より左側支点移動距離は距離からすれば10000mであるから10000m移動するのに30秒で到達することになる。特に市街地架空交通として活用すれば無燃料交通が実現出来る。アーチバー3とは曲線弾力連結集積体3のことである。FIG. 5 is a cross-sectional view of a weeping plum-shaped single-curve elastic connection assembly 2. The outer cylinder 9 is fixedly arranged in the vertical ground, the inner cylinder 10 is inserted into the outer cylinder 9, and the shaft body of the linear elastic coupling assembly 2 is inserted into the inner cylinder 10. Cylinder 10 is connected and fixed. If the rotation function is added after the upward curved elastic connection assembly 3 and the like are arranged at intervals with respect to the main axis of the linear elastic connection assembly 2, the articles in the container 12 provided at the tip of the arch bar 3 can be arbitrarily selected. It becomes a means of transportation that can reach the location. If the 360-degree rotation can be made once in one minute, the container 12 at the tip of the arch bar 3 having a radius of 5000 m from the axial center takes 1 minute to make a full turn, 30 seconds in the case of half rotation, Since the fulcrum movement distance on the left side from the fulcrum is 10000 m in terms of distance, it takes 30 seconds to move 10000 m. In particular, fuel-free transportation can be realized if it is used as an urban overhead transportation. The arch bar 3 is a curved elastic coupling assembly 3.
1 竹材(鉄製、炭素繊維、ケブラー繊維 セルロースナノファイバー各平板)
2 弾力連結集積体 直線弾力連結集積体
3 曲線弾力連結集積体
4 連結部 番線 溶接 接着剤等
5 頂点
6 導水管
7 水車
8 発電機
9 外部シリンダー 外部固定シリンダー
10 内部シリンダー 内部回転シリンダー
11 牽引シート
12 貯水槽 降雨水収容容器
13 サイホン管
14 骨材アングル
15 表裏面シート牽引
16 降雨水、降雪
17 開口穴1 Bamboo (iron, carbon fiber, Kevlar fiber, cellulose nanofiber, flat plate)
2 Resilient Linked Accumulated Lines Straight Resiliently Linked Accumulated Structures 3 Curved Elastically Connected Accumulated Structures 4 Connecting Ports Welding Adhesives, etc. 5 Apex 6
Claims (3)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2018040181 | 2018-02-15 | ||
| JP2018040181 | 2018-02-15 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2019148163A true JP2019148163A (en) | 2019-09-05 |
Family
ID=67849256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2019040015A Pending JP2019148163A (en) | 2018-02-15 | 2019-02-15 | Curve resilience connection accumulation body and its application |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2019148163A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021029265A1 (en) | 2019-08-09 | 2021-02-18 | 住友化学株式会社 | Liquid crystal polyester resin composition, method for producing same and molded body of same |
-
2019
- 2019-02-15 JP JP2019040015A patent/JP2019148163A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021029265A1 (en) | 2019-08-09 | 2021-02-18 | 住友化学株式会社 | Liquid crystal polyester resin composition, method for producing same and molded body of same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7190088B2 (en) | Process of using hydraulic turbines to generate electricity | |
| CN206457836U (en) | Prefabrication and assembly construction gravity type blower foundation | |
| AU2017218698B2 (en) | Multifunctional wind/water turbine and assembly thereof for multiple applications and uses | |
| Santhakumar et al. | Building a low cost wind turbine in highways for rural house electricity demand | |
| JP2019148163A (en) | Curve resilience connection accumulation body and its application | |
| CN100588061C (en) | Ocean bottom large cable construction method | |
| US20140306457A1 (en) | Curtain-suspension-type power-generating apparatus | |
| CN102330634A (en) | A new device and new method for diverting water from plateau and high mountain pipelines to low-level power generation water and reducing frictional resistance of pipeline flow | |
| DE102010054277A1 (en) | Pumped-storage hydropower plant i.e. offshore power plant, for generating electric current, has pump storage station including upper and lower reservoirs, where upper reservoir is formed as high-level tank at region of power supply unit | |
| DE102007013398A1 (en) | Erdrotationskraftwerk | |
| WO2009093256A1 (en) | Hydro-power mechanism | |
| KR102222022B1 (en) | Solar photovoltaic power generation system installed on the sea surface | |
| CN104295430B (en) | Small hydroelectric power generator using sewage | |
| WO1997021922A1 (en) | Total electric water system | |
| CN218713128U (en) | Cable net photovoltaic system for slope protection | |
| DE102015113951A1 (en) | Provisional Patent Application Water Ring Energy Storage | |
| CN207761884U (en) | A kind of multi-functional tower system of multi-claw type for wind power generation | |
| CN107989752B (en) | Multi-claw type multifunctional tower system for wind gathering power generation | |
| CN217027280U (en) | Municipal administration rainwater water storage device | |
| NL1040193C2 (en) | Breakwater as wave energy converter. | |
| CN205509377U (en) | Intertidal zone wind -powered electricity generation field sea cable discharges guider | |
| DE102023002883A1 (en) | Global energy system | |
| WO2020044194A1 (en) | Device for generating electricity | |
| KR102155452B1 (en) | Upright type 3-fan wind power generator with automatic clutch system capable of operating 1 to 3 generators according to the wind's strength and weakness. | |
| CN208309536U (en) | Wave energy power generation diversion unit installation |