JP2012011992A

JP2012011992A - Method of constructing floating island using aluminum structural column

Info

Publication number: JP2012011992A
Application number: JP2010163323A
Authority: JP
Inventors: Shigehiro Yamawaki; 繁弘山脇
Original assignee: Ebarisu Kk
Current assignee: Ebarisu Kk
Priority date: 2010-06-30
Filing date: 2010-06-30
Publication date: 2012-01-19
Anticipated expiration: 2030-06-30
Also published as: JP5707593B2

Abstract

PROBLEM TO BE SOLVED: To provide a technique for constructing a vast floating island having a solid foundation using durable materials, which can be utilized as a new land free from earthquake risk for residential grounds or safe airport, a giant preserve installed in the polar seas, where people can permanently live.SOLUTION: A floating island block structural body 1 which is formed by mounting an aluminum structural body 2 composed of aluminum structural columns 25a, 25b, 25c, 25d having a plurality of connecting opening portions to a buoyancy structural body 3 made of foamed polystyrene or the like, is used as a core area for constructing a vast floating island.

Description

発明の詳細な説明Detailed Description of the Invention

この発明は、アルミ建築構造とプラスチック成形の活用により、広大な浮島を洋上に造成する技術に関するものである。 The present invention relates to a technique for creating a large floating island on the ocean by utilizing an aluminum building structure and plastic molding.

従来の人口浮島は、鉄筋コンクリート製のケーソンの活用や水草の積み上げによった。 The traditional floating islands were created by using reinforced concrete caissons and stacking aquatic plants.

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

しかし、広大な人工浮島を造るには、浮力体の浮力と基盤となる構造体の重量の整合を確かなものにする必要があつた。また、浮島を構成する資材の耐久性が問われた。 However, in order to build a vast man-made floating island, it was necessary to make sure that the buoyancy of the buoyant body and the weight of the base structure were matched. In addition, the durability of the materials that make up floating islands was questioned.

したがって、この発明の目的は、人間が恒久的に生活できる、強固な基盤の広大な浮島を、耐久性のある資材で造成することであり、それにより、地震の心配のない新開地として、住宅地が生まれ、また、安全な空港や、極洋に巨大な生簀をつくるなど、新たな経済効果をも意図したものである。 Therefore, an object of the present invention is to create a large base of floating islands with a durable foundation that allows humans to live permanently, using durable materials. It was also intended for new economic effects, such as creating a safe airport and a huge sacrifice in the polar ocean.

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

発泡スチロール製などの浮力構造体に、複数の連結開口部を設けたアルミ構造柱によるアルミ構造体を搭載させて成る、浮島ブロック構造体を、広大な浮島を造成するための核エリアとした。 The floating island block structure, in which an aluminum structure made of an aluminum structure pillar provided with a plurality of connection openings is mounted on a buoyant structure made of polystyrene foam, etc., was used as a core area for creating a vast floating island.

請求項１に記載の浮島ブロック構造体によると、造成する浮島表面の床版を確りと支えるためのアルミ構造体と、それら浮島の上部構造を支える浮力体は、軽く耐久性の良い素材である。 According to the floating island block structure according to claim 1, the aluminum structure for securely supporting the floor slab of the floating island surface to be created and the buoyancy body supporting the upper structure of the floating island are light and durable materials. .

請求項１の浮島ブロック構造体によれば、発泡スチロール製の浮力体とアルミ構造体の複合体である。 According to the floating island block structure of claim 1, it is a composite of a styrofoam buoyancy body and an aluminum structure.

請求項２に記載のアルミ構造柱によると、完成後に上部表面の高さが揃うように構成部材を配置させ、また、浮島ブロック構造体を構成するアルミ構造体と他の複数のアルミ構造体が洋上で整然と並び連結されるように配置された連結差込開口部を四本のアルミ構造柱の上部に設けてある。 According to the aluminum structure pillar of claim 2, the constituent members are arranged so that the height of the upper surface is aligned after completion, and the aluminum structure constituting the floating island block structure and the other plurality of aluminum structures are The connection insertion opening arranged so that it may be arranged in order on the sea is provided in the upper part of four aluminum structure pillars.

請求項２に記載のアルミ構造柱の複数の連結差込開口部には、その中空内周面に接合時に圧潰れる突条が形成されている。 The plurality of connection insertion openings of the aluminum structure pillar according to claim 2 are formed with protrusions that are crushed at the time of joining on the hollow inner peripheral surface thereof.

請求項３に記載のアルミ構造柱によると、請求項１に記載のアルミ構造体の土台部材を底板として活用している。 According to the aluminum structure pillar of Claim 3, the base member of the aluminum structure of Claim 1 is utilized as a bottom plate.

請求項４によると、アルミ構造柱の底を、アルミ土台部材とアルミ板により底板とした、防水による、浮力を備えた、請求項１に記載のアルミ構造柱とある。 According to claim 4, there is provided the aluminum structure column according to claim 1, wherein the bottom of the aluminum structure column is a bottom plate made of an aluminum base member and an aluminum plate, and has buoyancy due to waterproofing.

請求項５の記載のアルミ構造体によれば、請求項２、請求項３、請求項４に記載のアルミ構造柱に梁と土台を連結して構築したものである。 According to the aluminum structure of Claim 5, it is constructed by connecting a beam and a base to the aluminum structure pillar of Claim 2, Claim 3, and Claim 4.

請求項６に記載の浮力体は、表面に、請求項１に記載のアルミ構造体を積載する位置を決める凸面と、裏面に前記凸面が納まり浮力体の単体を積層できる凹面を設けた浮力体とある。The buoyancy body according to claim 6 is provided with a convex surface that determines a position for loading the aluminum structure according to claim 1 on a front surface, and a concave surface on the rear surface that can be stacked with a single buoyancy body. a.

請求項７に記載の浮力体においては、浮力体の表面に、請求項１のアルミ構造体が水に浸かるのを防ぐ凹溝の排水路を設けている。 In a buoyancy body according to a seventh aspect of the present invention, a concave drainage channel for preventing the aluminum structure of the first aspect from being immersed in water is provided on the surface of the buoyancy body.

請求項８に記載の浮力構造体によると、請求項６及び請求項７に記載した浮力体を積層したものが、請求項１に記載する浮力構造体とある。 According to the buoyancy structure according to claim 8, the buoyancy structure according to claim 1 is obtained by stacking the buoyancy bodies according to claims 6 and 7.

請求項９に記載の浮島ブロック構造体によると、請求項５に記載するアルミ構造体と、請求項８に記載の浮力構造体よりなるとある。 According to the floating island block structure according to claim 9, the floating island block structure according to claim 5 comprises the aluminum structure according to claim 5 and the buoyancy structure according to claim 8.

請求項１０に記載の鎹形状の連結部材によると、浮島ブロック構造体を連結するための連結部材である。 According to the hook-shaped connecting member according to claim 10, it is a connecting member for connecting the floating island block structures.

請求項１１に記載の継手によれば、連結接合時に、連結部材の外周面か被連結部材の内周面の少なくとも一方に、頂部が圧潰される凸条を設けた接合構成の接合継手において、接合時に頂部が確実に潰れて接合する突条と、継手部材の製造公差により突条の潰れが不確実な凸条と、連結の導入作用のみで圧潰されない３種の大きさの凸条を、継手の外周面に一体成形で配列した継手とある。 According to the joint according to claim 11, in the joint joint of the joint configuration in which at least one of the outer peripheral surface of the connecting member or the inner peripheral surface of the member to be connected is provided with a ridge whose top is crushed at the time of connection joining, A ridge that is surely crushed and joined at the time of joining, a ridge that is uncertain due to manufacturing tolerance of the joint member, and a ridge of three sizes that is not crushed only by the introduction of the connection, There are joints arranged on the outer peripheral surface of the joint by integral molding.

請求項１２に記載の継手によると、連結接合時に、連結部材の外周面か被連結部材の内周面の少なくとも一方に、頂部が圧潰される凸条を設けた接合構成の接合継手において、継手の中空部に装着して、被連結部材の中空内周面の他の二面と接触させる補助的継手が装着できる接合構成を継手の中空部に一体押出成形した継手とある。 According to the joint according to claim 12, in the joint joint having a joint configuration in which at least one of the outer peripheral surface of the connecting member or the inner peripheral surface of the member to be connected is provided with a ridge whose top is crushed at the time of connecting and joining. A joint structure in which an auxiliary joint that is attached to the other hollow portion and brought into contact with the other two surfaces of the hollow inner peripheral surface of the member to be connected can be attached to the hollow portion of the joint is integrally extruded.

請求項１３に記載の継手によれば、アルミ構造体の構築や鎹形状の連結部材に用いるＬ形の請求項１１、請求項１２に記載の継手とある。 The joint according to claim 13 is the L-shaped joint according to claims 11 and 12, which is used for construction of an aluminum structure or a hook-shaped connecting member.

請求項１４に記載の継手によれば、外側面で隣接する被連結部材の中空部に跨って装着させて、隣接する被連結部材を並列に束ねると同時に、軸方向に相対する被連結部材と連結させる、請求項１１、請求項１２に記載の継手とある。 According to the joint according to claim 14, the connecting members that are mounted on the outer surface across the hollow portions of the adjacent connected members are bundled in parallel, and at the same time, the connected members that are opposed to each other in the axial direction. It is with the coupling of Claim 11 and Claim 12 made to connect.

請求項１５に記載の継手によれば、外側面で隣接する被連結部材の端部の中空部に跨って装着させて、二本の被連結部材を並列に束ねる、請求項１１、請求項１２に記載の継手とある。 According to the joint of the fifteenth aspect, the two coupled members are bundled in parallel by being mounted across the hollow portion of the end portion of the coupled member adjacent on the outer surface. And the joint described in the above.

請求項１６に記載の継手によると、軸方向に相対する一方の被連結部材の中空部に装着させて、軸方向に相対する被連結部材の断面中空部と連結させる継手であり、装着の位置決めストッパーの凸条を継手の外周面の中央に設けた、請求項１１、請求項１２に記載の継手とある。 According to the joint according to claim 16, the joint is mounted in the hollow portion of one of the connected members facing in the axial direction and connected to the hollow section of the connected member facing in the axial direction. It is with the coupling of Claim 11 and Claim 12 which provided the protruding item | line of the stopper in the center of the outer peripheral surface of a coupling.

請求項１７に記載の継ぎ手によれば、軸方向に相対する一方の被連結部材の中空部に装着させて、軸方向に相対する被連結部材の断面中空部と連結させる継手であり、継手を送り出し突起部を継ぎ手と一体に成形した請求項１１、請求項１２に記載の継手とある。 According to the joint according to claim 17, the joint is attached to the hollow portion of one of the connected members facing in the axial direction and connected to the hollow section of the connected member facing in the axial direction. The joint according to claim 11 or 12, wherein the feeding protrusion is formed integrally with the joint.

請求項１８に記載する継手によれば、連結部材の継手の中空部に継手の下方部を装着して、継手上部を被連結部材の構造材の相対する連結中空部と連結させて、造成後の浮島上に構築されるアルミ建築物の構造躯体を鉛直や直交に連結する請求項１１、請求項１２に記載の継手とある。According to the joint described in claim 18, after the formation, the lower part of the joint is attached to the hollow part of the joint of the connecting member, and the upper part of the joint is connected to the opposite connecting hollow part of the structural member of the connected member. The joint of Claim 11 and Claim 12 which connects the structural frame of the aluminum building constructed | assembled on this floating island vertically or orthogonally.

請求項１９に記載する継手によれば、被連結部材の構造材の中空部と連結する継手の中空部に装着して、被連結部材である構造材の相対する連結中空部と連結する請求項１２に記載の補助継手とある。According to the joint described in claim 19, the joint is attached to the hollow portion of the joint that is connected to the hollow portion of the structural member of the connected member, and is connected to the opposite connecting hollow portion of the structural member that is the connected member. 12 and the auxiliary joint.

請求項２０に記載の継ぎ手によると、請求項１３に記載のＬ形状の継手の中央部角の中空部と連結する継手の中空部に装着して前記角の中空部の二面と接合する請求項１２に記載の補助継手とある。 According to the joint of claim 20, the joint is attached to the hollow portion of the joint connected to the hollow portion of the central corner of the L-shaped joint of claim 13 and joined to the two surfaces of the hollow portion of the corner. It is with the auxiliary joint of claim | item 12.

請求項２１に記載の継ぎ手によると、連結部材である継手の中空部に装着して、継手の相対する連結中空部の二面と接合させる請求項１２に記載の補助継手とある。
請求項２２に記載の建築構造システムによると、連結接合において、被連結部材の内周面か連結部材の外周面の少なくとも一方に、接合時に頂部が圧潰して接合する、複数の構成部材による、請求項１に記載するアルミ構造体などの建築構造システムとある。According to the joint of the twenty-first aspect, there is provided the auxiliary joint according to the twelfth aspect, which is attached to a hollow portion of the joint which is a connecting member and is joined to two surfaces of the opposing connecting hollow portion of the joint.
According to the building structure system according to claim 22, in the connecting and joining, due to a plurality of constituent members whose tops are crushed and joined to at least one of the inner peripheral surface of the connected member or the outer peripheral surface of the connecting member, An architectural structure system such as an aluminum structure according to claim 1 is provided.

この発明の第一の実施形態の浮島造成工法を図１、および図１２において説明する。図に記載の符号２は、図８と図９のアルミ押出形材を構成部材とした図４に示すアルミ構造柱四本を前記図８と図９に示すアルミ形材による土台と梁として構築した建造物の図２に示すアルミ構造体である。そのアルミ構造体を図６の発泡スチロール製などの浮力体に搭載させて成る構造体を浮島ブロック構造体とした。浮島ブロック構造体の連結形態を図１２に示す。また、図１３、図１４のアルミ押出形材により図１０、図１１の連結部材とした。それら部材の両端には図１５のＬ形継手が装着され、図１０に示す鎹形状の連結部材として、夫々の前記浮島ブロック構造体を図１２、図２７に示すように連結し、繋いで大面積の浮島とする浮島造成工法である。 A floating island construction method according to the first embodiment of the present invention will be described with reference to FIGS. 1 and 12. Reference numeral 2 shown in the figure is constructed of four aluminum structural pillars shown in FIG. 4 having the aluminum extruded shape shown in FIG. 8 and FIG. 9 as constituent members as a base and a beam by the aluminum shape shown in FIG. 8 and FIG. It is the aluminum structure shown in FIG. A structure formed by mounting the aluminum structure on a buoyancy body such as made of styrene foam in FIG. 6 was defined as a floating island block structure. The connection form of the floating island block structure is shown in FIG. Moreover, it was set as the connection member of FIG. 10, FIG. 11 with the aluminum extrusion shape member of FIG. 13, FIG. The L-shaped joints shown in FIG. 15 are attached to both ends of the members, and the floating island block structures are connected as shown in FIG. 12 and FIG. 27 as the hook-shaped connecting members shown in FIG. This is a floating island construction method with a floating island.

この発明の実施に関連する特許などとして、アルミ構造体に関連しては、米国特許５８１９４４７および前記日本国特許第３６２２１０４号がある。それらの特許によると、アルミ構造材の特徴は押出加工により、構造部材に複数の中空を成形したリブの活用で、軽く強い狂いの生じにくい構造材を得ることである。更に、それらの特許が示す、部材中空部を被連結部材の連結開口部として活用する示唆は、シンプルな接合構成と経済効果を示す。従来からのアルミ構造の接合技術では、部材の外周面からの接合形態が主体である。また、アルミ構造の接合では、アルミ素材の特質に適応した接合技術が求められる。未だに、アルミ構造住宅の普及が進んでいないのは、その証でもある。また、日本の伝統木造建築の仕口、連結部のホゾとホゾ穴との比較において、金属系のアルミ構造の優位性、生産性は一般住宅構造資材として明白である。木工においては、構造耐力に必要なホゾを形成するために構造資材のロスの発生があり、押出成形で一体成形できる金属系のアルミとは素材の特質と加工性が異なる。日本の家屋の大半は木造住宅であるにもかかわらず、現在、日本の平均住宅寿命は約３０年と公表されている。その最大の要因は、日本が地震国であることが原因である。そして、木造の構造仕口（構造連結部）に金物が使用されていることも、その要因の一つとの指摘もある。新開地、浮島造成後の施設住宅はアルミ構造が適している。そして、浮力体については、アルキメデスの原理がある。
この発明の第２の実施形態のアルミ構造柱を図２、図３、図４および図５に示す。図２に示すアルミ構造体によると、アルミ構造体には２５ａ〜２５ｄまでの図４に示す四本のアルミ構造柱が使われている。また、それらのアルミ構造柱は図２に示す２６と２７の梁部材と図３に示す２８と２９の土台部材と連結してアルミ構造体を構築している。Patents relating to the implementation of the present invention include U.S. Pat. No. 5,819,447 and Japanese Patent No. 3,622,104 relating to aluminum structures. According to those patents, the feature of the aluminum structural material is to obtain a structural material that is light and resistant to deviation by utilizing a rib formed by forming a plurality of hollows in the structural member by extrusion. Furthermore, the suggestion that these patents show that the member hollow portion is used as the connection opening of the member to be connected shows a simple joining configuration and an economic effect. In the conventional aluminum structure joining technique, the joining form from the outer peripheral surface of the member is mainly used. Also, in joining aluminum structures, joining techniques that are suitable for the characteristics of aluminum materials are required. It is also proof that the spread of aluminum-structured housing has not progressed. In addition, the superiority and productivity of the metal-based aluminum structure are obvious as general housing structural materials in the comparison of the joints of the traditional Japanese wooden building and the joints of the joints. In woodworking, there is a loss of structural material in order to form the tenon required for structural strength, and the material characteristics and workability differ from metal-based aluminum that can be integrally formed by extrusion. Despite the fact that most Japanese homes are made of wooden houses, the average life expectancy in Japan is now announced to be about 30 years. The biggest factor is that Japan is an earthquake-prone country. There is also an indication that one of the factors is the use of hardware for wooden structural joints (structure connection parts). Aluminum construction is suitable for facility housing after newly opened land and floating island construction. And for buoyant bodies, there is Archimedes' principle.
An aluminum structure pillar according to a second embodiment of the present invention is shown in FIGS. 2, 3, 4 and 5. FIG. According to the aluminum structure shown in FIG. 2, four aluminum structure columns shown in FIG. 4 from 25a to 25d are used for the aluminum structure. Further, these aluminum structural columns are connected to the beam members 26 and 27 shown in FIG. 2 and the base members 28 and 29 shown in FIG. 3 to construct an aluminum structure.

この発明の第二の実施形態のアルミ構造柱を図４で説明する。構造柱の構造部材は、図８で示しているアルミ押出形材を切断したものであり、８ａ，８ｂが適応する長さに切断したぶざいである。 An aluminum structure pillar according to a second embodiment of the present invention will be described with reference to FIG. The structural member of the structural column is obtained by cutting the aluminum extruded shape shown in FIG. 8, and is a blade cut to a length suitable for 8a and 8b.

図４に示す、柱の下部材８ｂと８ｂは，図１７に示す継手１７により、予め切りかけされた隣接する部材外側面の中空部に跨って、３６ｄと３６ｃを差込んで仮連連結する、順次に作業を繰り返して、四角形の筒状にする、その後に、同じ要領で８ａと８ａを順じに差し込み、二段重ねにした後、図４の３０，３１の凹み箇所には木材を当て、上から油圧機器、プレス機器の圧力で組み立てる。人力によることも可能です。また、図２６−１に示すように、アルミ構造柱の上部中空部に継手２４を使う方法もある。 The lower members 8b and 8b of the pillar shown in FIG. 4 are temporarily connected by inserting 36d and 36c across the hollow portion of the adjacent outer surface of the adjacent member cut by the joint 17 shown in FIG. Repeatedly work in order to form a rectangular cylinder, then insert 8a and 8a in the same way in order and make two layers, then apply wood to the recesses 30 and 31 in FIG. Assemble hydraulic equipment and press equipment with pressure from above. It is also possible to use human power. Moreover, as shown to FIGS. 26-1, there also exists the method of using the coupling 24 in the upper hollow part of an aluminum structure pillar.

この発明の第三の実施形態としてのアルミ構造体を、図１および図２、図３より解説する。組み立てたアルミ構造柱の四本に、図８と図９に示すアルミ形材を切断した梁部材２６と２７の両端部に図１５に示す１６の継手を装着して、図４に示す凹み３０、３１の８ａの上部断面中空部に継手１６を接合させている。継手１６が連結しやすいように、梁部材２６と２７の両端は予め切り欠けされている。 An aluminum structure as a third embodiment of the present invention will be described with reference to FIGS. 1, 2, and 3. 15 are attached to both ends of the beam members 26 and 27 obtained by cutting the aluminum profile shown in FIGS. 8 and 9, and the recess 30 shown in FIG. , 31 8a, the joint 16 is joined to the hollow section of the upper cross section. Both ends of the beam members 26 and 27 are notched in advance so that the joint 16 can be easily connected.

この発明の第四の実施形態を図３および図５より説明する。図５に示す２８、２９の土台部材がアルミ構造柱の底を潜り連結された部材断面を示す。図３によると、土台部材２８、２９の配置は土台部材端部の一方がアルミ構造柱の底を潜り連結される部材と、そうでない端部が示されている。アルミ構造柱との連結は、梁連結と同様に行われ、Ｌ形状の継手が使われ、継手１６の装着に必要な切り欠けが梁部材と同じように土台部材にも設けられている。 A fourth embodiment of the present invention will be described with reference to FIGS. FIG. 6 shows a section of a member in which the base members 28 and 29 shown in FIG. According to FIG. 3, the arrangement of the base members 28, 29 shows a member in which one of the end portions of the base member is connected under the bottom of the aluminum structure column, and an end portion that is not. The connection with the aluminum structure pillar is performed in the same manner as the beam connection, an L-shaped joint is used, and the notch necessary for mounting the joint 16 is provided on the base member as well as the beam member.

この発明の第五の実施形態を図４、図５により説明する。図５はアルミ構築柱の裏面の拡大図であり、アルミ構造柱に底板３３がある、底板の部材は図９に示すアルミ形材９を切断して、梁部材、土台部材の連結接合と同様に両端を切り欠けした部材に継手１６を装着して、アルミ構造柱の８ｂの部材の断面中空部に連結させてある。アルミ構造柱の内部を発泡スチロールを散布するなどの防水処置をすれば簡単に浮力があるアルミ構造柱になる。ちなみに、構造体を構成する前記１００ｍｍ角材の単重は４．８ｋｇ／ｍであり、実施形態のアルミ構造柱は、０．９ｍ×０．９ｍ×０．９ｍとしている。 A fifth embodiment of the present invention will be described with reference to FIGS. FIG. 5 is an enlarged view of the rear surface of the aluminum construction pillar, and the bottom plate 33 is provided on the aluminum structure pillar. The bottom plate member is similar to the connection joining of the beam member and the base member by cutting the aluminum shape member 9 shown in FIG. A joint 16 is attached to a member whose both ends are notched, and is connected to the hollow section of the member 8b of the aluminum structure column. If waterproofing measures such as spraying polystyrene foam inside the aluminum structure pillar, it becomes an aluminum structure pillar with easy buoyancy. Incidentally, the unit weight of the 100 mm square material constituting the structure is 4.8 kg / m, and the aluminum structure pillar of the embodiment is 0.9 m × 0.9 m × 0.9 m.

この発明の第六の実施形態を図６、図７で説明する。図６に示す浮力体は、発泡スチロールを図７に示す形状に成形しものを積層したものである。発泡スチロールの重量は１立方メートルあたり約１０ｋｇ〜３０ｋｇ程度あり、浮島の床版と施設の重量に配慮した種類を選択する。浮力体は空洞に成形してもよい。 A sixth embodiment of the present invention will be described with reference to FIGS. The buoyancy body shown in FIG. 6 is formed by stacking foamed polystyrene molded into the shape shown in FIG. The weight of Styrofoam is about 10kg to 30kg per cubic meter, and the type considering the weight of floating slab and facility is selected. The buoyancy body may be formed into a cavity.

図７によると、浮力体上部表面には、第一の実施形態に示す図１のアルミ構築体の中央の空間に納まる寸法に成形された凸部が設けられており、裏面には積層できる凹部が設けられている。 According to FIG. 7, the buoyancy body upper surface is provided with a convex portion formed in a size that fits in the central space of the aluminum structure shown in FIG. Is provided.

また、図７によると、浮力体上部表面には、アルミ構造体が水に浸りにくくするための凹溝が設けられている。Further, according to FIG. 7, a concave groove for preventing the aluminum structure from being immersed in water is provided on the upper surface of the buoyancy body.

この発明の第六の実施形態を図１０、図１１、図１２、図２７で説明する。図１０と図１１に示す鎹形状の連結部材は浮島ブロック構造体間を連結する連結部材である。それらの連結部材は、図１３と図１４に示すアルミ押出形材を切断したものである。図８と図９に示すアルミ構造体を構成するアルミ形材形状と異なる点は、部材側面の肉厚を０．５ｍｍ薄くしてある。図４に示す３０、３１の差込開口部に、それらの部材に予め装着した１６の継手が差し込まれ連結される、その連結作業をしやすくするために薄くしたものである。しかし、それらの連結部材の両端部の差込幅を研磨機で薄くするここともある。連結の形態は図１２、図２７に１１、１２として示されている。また、それらの連結部材には継手が装着できる切り欠けが予め施されている。A sixth embodiment of the present invention will be described with reference to FIGS. 10, 11, 12, and 27. FIG. The hook-shaped connecting members shown in FIGS. 10 and 11 are connecting members that connect the floating island block structures. These connecting members are obtained by cutting the aluminum extruded shape shown in FIGS. 13 and 14. The difference from the aluminum shape of the aluminum structure shown in FIGS. 8 and 9 is that the thickness of the side surface of the member is reduced by 0.5 mm. In order to facilitate the connecting operation, 16 joints previously attached to these members are inserted into and connected to the insertion openings 30 and 31 shown in FIG. However, the insertion width at both ends of the connecting members may be thinned by a polishing machine. The form of connection is shown as 11 and 12 in FIGS. Moreover, the notch which can attach a joint is given beforehand to those connection members.

発明の効果The invention's effect

請求項１に記載の発泡スチロールなどの浮力体の上部に、アルミ構造柱によるアルミ構造体を積載した浮島ブロック構造体を、鎹形状の連結部材で連結する方法は、広大な浮島を造成する工法として、浮力計算において整合性があり、構成部材の生産性もよく、洋上の作業がしやすい、そして、構成部材に耐久性がある素材が使われており、浮島の長寿命にも効果がある。以上の基礎的浮島造成工法の完成後の床版構成であるが、既に、アルミ構造体により建築構造での基礎部と土台施工は完了されている、図２７に示す浮島ブロック構造体の連結構成の平面図によると、床版として、アルミ構造体の上部に大型の発泡スチロールを乗せ、更に、強度のある発泡スチロールを積層して床版とすることも出来る。その場合、工期は短縮され、発泡スチロールの材料の超軽量性、対圧縮性、耐水性が有効に働く。この発明の名称は、アルミ構造柱による浮島造成工法であるが、発明の接合技術に、現在、最も適した素材がアルミニウム合金６０６３でありアルミとしたが、プラスチックなど他の素材においても同等に使用できる素材であれば良い。 The method of connecting a floating island block structure in which an aluminum structure made of an aluminum structure pillar is loaded on the upper part of a buoyant body such as the polystyrene foam according to claim 1 with a hook-shaped connecting member is a method for creating a large floating island. Consistent in calculation of buoyancy, the productivity of components is good, the offshore work is easy, and durable materials are used for the components, which is effective for the long life of floating islands. This is the floor slab configuration after completion of the above basic floating island construction method, but the foundation and foundation construction in the building structure has already been completed with the aluminum structure, and the connection configuration of the floating island block structure shown in FIG. According to the plan view, as the slab, a large styrene foam can be placed on top of the aluminum structure, and further, a strong styrene foam can be laminated to form a floor slab. In that case, the construction period is shortened, and the super lightweight property, compression resistance, and water resistance of the foamed polystyrene material work effectively. The name of this invention is the floating island construction method using aluminum structure pillars, but the most suitable material for the joining technique of the present invention is aluminum alloy 6063 at present, but aluminum is used, but it is equally used in other materials such as plastic Any material can be used.

請求項２に記載のアルミ構造柱によれば、構成部材の両端の断面の複数の中空部が連結開口部として使用できる。また、そのアルミ構造体は工場生産がしやすくコストが安く出来る効果も期待できる。 According to the aluminum structure pillar of the second aspect, a plurality of hollow portions in the cross section at both ends of the constituent member can be used as the connection opening. In addition, the aluminum structure can be easily produced in the factory, and the cost can be reduced.

請求項３に記載のアルミ構造柱によれば、アルミ土台部材とアルミ板で底板とすることで、アルミ構造体の耐力の向上が期待できる。 According to the aluminum structure column described in claim 3, an improvement in the yield strength of the aluminum structure can be expected by using the aluminum base member and the aluminum plate as the bottom plate.

請求項４に記載のアルミ構造柱によれば、万一、浮島を構成する一部の浮島ブロック構造体の発泡スチロールなどの浮力体が損傷しても、修復までの浮力の一助になることも期待できる。 According to the aluminum structure pillar according to claim 4, even if buoyancy bodies such as polystyrene foam of some floating island block structures constituting the floating island are damaged, it is expected to help buoyancy until repair. it can.

請求項５に記載のアルミ構造体によれば、強固で耐久性の良い浮島の基盤としての効果が期待できる。 According to the aluminum structure of the fifth aspect, an effect as a strong and durable floating island base can be expected.

請求項６に記載の浮力体は、表面に凸面を設けたことで、請求項１に記載のアルミ構造体を船から吊るし下げて、浮力体の中央部に積載できる。浮力体とアルミ構築体を予めセットして洋上に浮かす場合もある。また、裏面に積層できる凹面を設けた浮力体とすることで必要な浮力を備えた浮力体ができる。浮力体は空洞に成形された発泡スチロールでもよい、その場合には、浮力が更に向上する。更に、その凸面をアルミ構造体の下部の空洞に納めて搭載したことで、請求項１に記載のアルミ構造体に水が溜まりにくく、アルミニウム合金６０６３の防食効果がある。 The buoyancy body according to claim 6 can be loaded on the center of the buoyancy body by suspending the aluminum structure according to claim 1 from the ship by providing a convex surface on the surface. In some cases, a buoyancy body and an aluminum construction body are set in advance and float on the ocean. Moreover, the buoyancy body provided with the required buoyancy is made by setting it as the buoyancy body which provided the concave surface which can be laminated | stacked on a back surface. The buoyancy body may be a foamed polystyrene molded into a cavity, in which case the buoyancy is further improved. Furthermore, by mounting the convex surface in a lower cavity of the aluminum structure, water hardly accumulates in the aluminum structure according to claim 1, and the corrosion prevention effect of the aluminum alloy 6063 is obtained.

請求項７に記載の浮力体によると、表面に凹溝の排水路を設けてあり、請求項１に記載のアルミ構築体が水に浸かる状態が回避されている。 According to the buoyancy body described in claim 7, the drainage channel of the concave groove is provided on the surface, and the state where the aluminum construction body according to claim 1 is immersed in water is avoided.

請求項８に記載の浮力体によれば、裏面に凸面が納まる凹面を設けた事により、積層させることで、必要とする浮力の浮力体がつくれる。 According to the buoyancy body of the eighth aspect, the buoyancy body having the required buoyancy can be produced by stacking the buoyancy bodies by providing a concave surface in which the convex surface is contained on the back surface.

請求項９に記載の浮島ブロック構造体によれば、浮島造成計画の実行作業がし易い。作業足場の働きをする部材が配置されたようなアルミ構造体になっている。 According to the floating island block structure according to the ninth aspect, it is easy to perform the floating island creation plan. It is an aluminum structure in which members that function as work scaffolds are arranged.

請求項１０に記載の鎹形状の連結部材は、請求項１に記載の浮島構造体を洋上で繋ぐアルミ連結部材であり、仮連結後に上から木のハンマーで叩き込んで連結する方法であり、洋上での連結作業がすばやくできる特長がある。また、図２７によると、浮島ブロック構造体の連結はバランスよく連結されている。 The hook-shaped connecting member according to claim 10 is an aluminum connecting member that connects the floating island structure according to claim 1 on the ocean, and is a method of connecting by hitting with a wooden hammer from above after temporary connection. There is a feature that can be quickly connected in the. Moreover, according to FIG. 27, the connection of the floating island block structure is connected with good balance.

請求項１１に記載の夫々の継手に配置された３種の突条によると、接合時に確実に潰れる突条一種のみより、連結時に大小の突条で傾斜をつくり継手の装着をスムーズにさせる効果が期待できる。請求項４に記載の鎹形状の連結部材に使用されるＬ形継手では仮連結がしやすく、継手の叩き込みもスムーズに行える。 According to the three types of protrusions arranged in the respective joints according to claim 11, the effect of smoothing the mounting of the joint by creating an inclination with large and small protrusions at the time of connection rather than only one kind of protrusions that are reliably crushed at the time of joining. Can be expected. The L-shaped joint used for the hook-shaped coupling member according to claim 4 is easy to be temporarily connected, and the joint can be driven smoothly.

請求項１２に記載の継手によれば、被連結材の中空内周面の他の二面と接合ができる効果に加えて、装着させることで継手耐力の向上が期待できる。ダイカスト鋳造加工により一体成形も可能であるが、ダイカスト用アルミ二ウム合金と押出形材Ａ６０６３との接触による腐食に関連する暴露試験データーが確認されていないため、この形態としている。 According to the joint of the twelfth aspect, in addition to the effect of being able to be joined to the other two surfaces of the hollow inner peripheral surface of the connected material, improvement in joint strength can be expected by mounting. Although integral molding is possible by die casting, exposure test data related to corrosion due to contact between the aluminum alloy for die casting and the extruded profile A6063 has not been confirmed.

請求項１３に記載のＬ形継手によれば、仮連結がしやすく、また、強い構造躯体の連結部が期待できる。 According to the L-shaped joint of the thirteenth aspect, temporary connection is easy, and a strong structural housing connection can be expected.

請求項１４に記載の継手によれば、アルミ構造体を構成する差込開口部を備えたアルミ構造柱を、工場で油圧機器やプレス機器で効率よく造ることができる。 According to the joint of the fourteenth aspect, it is possible to efficiently produce an aluminum structure column having an insertion opening constituting an aluminum structure with a hydraulic device or a press device at a factory.

請求項１５に記載の継手によれば、アルミ構造の構成構造部材の端部に装着して、構造構成部材を並列に束ねて、パネルや壁として活用する効果もある。 According to the joint of the fifteenth aspect, there is an effect that the joint is attached to the end portion of the structural member of the aluminum structure, and the structural members are bundled in parallel and used as a panel or a wall.

請求項１６に記載の継手によれば、浮島造成後の住宅など施設の建造物は軽く、耐久性のよい構造が求められ、請求項１のアルミ構築体と同じアルミニウム合金６０６３の活用が有望であり、そのアルミ構造住宅の最下部の固定において、請求項１に記載のアルミ構造柱の連結中空部と連結させる継手である。 According to the joint according to claim 16, the building of the facility such as a house after the floating island construction is required to have a light and durable structure, and the use of the same aluminum alloy 6063 as the aluminum structure of claim 1 is promising. In addition, in the fixing of the lowermost part of the aluminum structure house, the joint is connected to the connection hollow part of the aluminum structure column according to claim 1.

請求項１７に記載の継手によると、前記請求項１６の継手によるアルミ構造施設の構築の場合には、基礎となる構造部材の位置が固定されるため、それらアルミ構造施設の最下部の土台構造に用いる継手である。 According to the joint according to claim 17, in the case of constructing the aluminum structure facility by the joint according to claim 16, since the position of the base structural member is fixed, the base structure at the bottom of the aluminum structure facility is fixed. It is the joint used for.

請求項１８に記載の継ぎ手によれば、請求項１６、請求項１７などの他の連結部材である継手の中空部に継手の下部を直交に連結させ、直交して突き出た継手部分を被連結部材の構造材の中空部と連結させて、構築する構造躯体を鉛直や直交に連結する継手として活用できる。 According to the joint of claim 18, the lower part of the joint is connected orthogonally to the hollow portion of the joint which is another connecting member such as claim 16, claim 17, and the joint portion protruding orthogonally is connected. By connecting with the hollow part of the structural material of a member, it can utilize as a joint which connects the structural frame to construct perpendicularly or orthogonally.

請求項１９に記載の継手によれば、継手の耐力向上により被連結部材の連結部の耐力も高まる効果がある。 According to the joint of the nineteenth aspect, there is an effect of increasing the proof stress of the connecting portion of the connected member by improving the proof stress of the joint.

請求項２０に記載する継手によれば、Ｌ形状の継手は通常、構造躯体の角に使われる、その場合、Ｌ形状の継手に請求項１８に記載の継手が用いられる建築物であれば、せん断応力に強い連結部になる効果がある。 According to the joint described in claim 20, the L-shaped joint is usually used at the corner of the structural housing. In that case, if the building uses the joint according to claim 18 for the L-shaped joint, It has the effect of becoming a connection part that is resistant to shear stress.

請求項２１に記載する継ぎ手によれば、連結部材である継手の中空部に装着して他の継ぎ手の中空部の二面と接合させる請求項１２に記載の補助継手である。 According to the joint described in claim 21, the auxiliary joint according to claim 12, which is attached to a hollow portion of the joint which is a connecting member and is joined to two surfaces of the hollow portion of the other joint.

請求項２２に記載の建築構造システムによると、連結接合において、被連結部材の内周面か連結部材の外周面の少なくとも一方に、接合時に頂部が圧潰して接合する、複数の構成部材による、請求項１に記載するアルミ構造体などの建築構造システムとある。請求項１に記載のアルミ構造体の構成部品において、構造材としては、図８に示す４１の中空形状は同じである、中空内周面に設けられている突条も一体成形で同じ形状に設けられている。連結部材においては、図１５、図１７、図１９、図２０、図２４、図２５に示されている継手の全ては、被連結部材である前記図８の中空部と連結させるための継手幅となっており、それらの継手の外周面に設けられた突条も、前記中空部と連結させる接合構成となっている。以上から、この接合構成による被連結部材である構造部材と、連結部材である継手形状は、いずれも、この接合構成に適応されるように形状が制限されている。この接合構成による部材は、それら共有する接合性能を明確にすることで、信頼できる製品となる。しかし、その接合構成に適応しない部材は使えないデメリットがある。 According to the building structure system according to claim 22, in the connecting and joining, due to a plurality of constituent members whose tops are crushed and joined to at least one of the inner peripheral surface of the connected member or the outer peripheral surface of the connecting member, An architectural structure system such as an aluminum structure according to claim 1 is provided. In the structural part of the aluminum structure according to claim 1, as a structural material, the hollow shape of 41 shown in FIG. 8 is the same, and the protrusions provided on the hollow inner peripheral surface are also integrally formed into the same shape. Is provided. In connection members, all of the joints shown in FIGS. 15, 17, 19, 20, 24, and 25 are joint widths for connection with the hollow portion of FIG. The protrusions provided on the outer peripheral surfaces of the joints are also joined to be connected to the hollow portion. From the above, the shape of the structural member that is the connected member by this joining configuration and the joint shape that is the joining member are both limited to be adapted to this joining configuration. The member by this joining configuration becomes a reliable product by clarifying the joint performance shared by them. However, there is a demerit that a member that is not suitable for the joining configuration cannot be used.

浮島ブロック構造体の斜視図である。 It is a perspective view of a floating island block structure. アルミ構造体の斜視図である。 It is a perspective view of an aluminum structure. アルミ構造体の裏面の斜視図である。 It is a perspective view of the back surface of an aluminum structure. アルミ構造柱の斜視図であり、継手１７の配置を示す。 It is a perspective view of an aluminum structure pillar and shows arrangement of joint 17. アルミ構造柱の裏面の斜視図である。 It is a perspective view of the back surface of an aluminum structure pillar. 積層された浮力体の斜視図である。 It is a perspective view of the laminated buoyancy body. 浮力体の斜視図であり、凹面凸面を示す。 It is a perspective view of a buoyancy body, and shows a concave convex surface. アルミ形材の断面図である。 It is sectional drawing of an aluminum profile. アルミ形材の断面図である。 It is sectional drawing of an aluminum profile. 鎹形状の連結部材の横断面図である。 It is a cross-sectional view of a hook-shaped connecting member. 鎹形状の連結部材の横断面図である。 It is a cross-sectional view of a hook-shaped connecting member. 浮島ブロック構造体の連結を示す立面図である。 It is an elevation view which shows the connection of a floating island block structure. 鎹形状の連結部材のアルミ形材の断面図である。 It is sectional drawing of the aluminum profile of a bowl-shaped connection member. 鎹形状の連結部材のアルミ形材の断面図である。 It is sectional drawing of the aluminum profile of a bowl-shaped connection member. Ｌ形継手の断面図である。 It is sectional drawing of an L-shaped coupling. Ｌ形継手の斜視図である。 It is a perspective view of an L-shaped joint. 図２６に示す、２部材を束ね２部材を軸方向に連結する、継手の断面図である。 FIG. 27 is a cross-sectional view of a joint that bundles two members and connects the two members in the axial direction shown in FIG. 26. 図１７の継手の斜視図である。 It is a perspective view of the coupling of FIG. 軸方向に連結するストッパーの働きの突条が設けられた継手の断面図である。 It is sectional drawing of the coupling provided with the protrusion of the function of the stopper connected to an axial direction. 軸方向に相対する中空部へ送り出す形状突起を設けた継手の断面図である。 It is sectional drawing of the coupling which provided the shape protrusion sent out to the hollow part which opposes an axial direction. 被連結部材の中空部の二面と接合させる補助継手の断面図である。 It is sectional drawing of the auxiliary joint joined with two surfaces of the hollow part of a to-be-connected member. １６のＬ形継手の中央角の中空部の二面と接合させる補助継手の断面図である。 It is sectional drawing of the auxiliary joint joined with two surfaces of the hollow part of the center angle | corner of 16 L-shaped joints. 連結部材の継手に装着して他の連結部材である継手の中空部と連結させる補助継手の断面図である。 It is sectional drawing of the auxiliary joint with which it attaches to the coupling part of a connection member, and connects with the hollow part of the coupling which is another connection member. 連結部材である他の継手の中空部に装着して、被連結部材と鉛直や直交して連結させる継手の断面図である。 It is sectional drawing of the joint with which it attaches to the hollow part of the other coupling which is a connection member, and connects with a to-be-connected member perpendicularly or orthogonally. 図２６−１に示す、端部で二部材を束ねる継手の断面図である。 FIG. 27 is a cross-sectional view of the joint shown in FIG. 図４に示す、継手１７による連結形態の拡大縦断面図である。 FIG. 5 is an enlarged longitudinal sectional view of a connection form by a joint 17 shown in FIG. 4. 継手２４による部材連結を示す横断面図。 FIG. 4 is a cross-sectional view showing member connection by a joint 24. 図１２に示す、浮島ブロック構造体の立面図に関連する平面図である。 It is a top view relevant to the elevation view of a floating island block structure shown in FIG.

１浮島ブロック構造体
２アルミ構造体
３浮力体
４浮力単体
５凸面
６凹面
７凹溝
８アルミ構造用形材
９アルミ構造用形材
１１浮島ブロック連結部材
１２浮島ブロック連結部材
１３突条
１４突条
１５突条
１６継手
１７継手
１８継手
１９継手
２０継手
２１補助継手
２２補助継手
２３補助継手
２４継手
２５アルミ構造柱
２６梁
２７梁
２８土台
２９土台
３０連結差込開口部
３１連結差込開口部
３２連結接触面
３３アルミ構造柱の底板部材
３４切りかけ
３５突き出し縁側支持部材
３６形状突起部
３７中空突起部
３８リブ
３９空洞部
４０肉厚
４１中空部
４２ストッパー突条DESCRIPTION OF SYMBOLS 1 Floating island block structure 2 Aluminum structure 3 Buoyant body 4 Buoyancy simple substance 5 Convex surface 6 Concave surface 7 Concave groove 8 Aluminum structural member 9 Aluminum structural member 11 Floating island block connecting member 12 Floating island block connecting member 13 ridge 14 ridge 15 Projection 16 Joint 17 Joint 18 Joint 19 Joint 20 Joint 21 Auxiliary Joint 22 Auxiliary Joint 23 Auxiliary Joint 24 Joint 25 Aluminum Structure Column 26 Beam 27 Beam 28 Base 29 Base 30 Connection Insertion Opening 31 Connection Insertion Opening 32 Connection Contact surface 33 Bottom plate member 34 of aluminum structure pillar Cut 35 Projection edge side support member 36 Shape projection 37 Hollow projection 38 Rib 39 Cavity 40 Thickness 41 Hollow 42 Stopper protrusion

Claims

発泡スチロール製などの浮力構造体の上部に、複数の連結開口部を設けたアルミ構造柱によるアルミ構造体を積載した複数の浮島ブロック構造体を洋上に浮かべ、連結拡大して、広大な面積の浮島を造成する工法。Floating islands with a large area are floated on the ocean with multiple floating island block structures loaded with aluminum structures made of aluminum columns with multiple connection openings on top of a buoyancy structure such as polystyrene foam. The construction method.

浮島ブロック構造体の複数を連結するための連結差込開口部を、アルミ構造柱の構成部材の上部断面の中空部とした、請求項１記載のアルミ構造柱。The aluminum structure column according to claim 1, wherein the connection insertion opening for connecting a plurality of floating island block structures is a hollow part of an upper section of a component member of the aluminum structure column.

アルミ構造柱の底をアルミ土台部材とアルミ板で底板として取り付けた請求項１のアルミ構造柱。2. The aluminum structure column according to claim 1, wherein the bottom of the aluminum structure column is attached as a bottom plate with an aluminum base member and an aluminum plate.

アルミ構造柱の底を、アルミ土台部材とアルミ板により底板として浮力を備えた、請求項１に記載のアルミ構造柱。The aluminum structure column according to claim 1, wherein the bottom of the aluminum structure column is provided with buoyancy as a bottom plate by an aluminum base member and an aluminum plate.

請求項２、請求項３、請求項４に記載のアルミ構造柱に梁と土台を連結して構築した、請求項１に記載のアルミ構造体。The aluminum structure according to claim 1, which is constructed by connecting a beam and a base to the aluminum structure pillar according to claim 2, claim 3, and claim 4.

請求項１に記載の浮力体において、浮力体の表面に、請求項１に記載のアルミ構造体を積載する位置を決める凸面と、裏面に前記凸面が納まり浮力体の単体を積層できる凹面を設けた浮力体。2. The buoyancy body according to claim 1, wherein a convex surface that determines a position for loading the aluminum structure according to claim 1 is provided on a surface of the buoyancy body, and a concave surface on which the convex surface is accommodated and on which a single buoyancy body can be stacked. Buoyant body.

請求項１に記載の浮力体において、浮力体の表面に、請求項１のアルミ構造体が水に浸かるのを防ぐ凹溝の排水路を設けた浮力体。The buoyancy body according to claim 1, wherein the buoyancy body is provided with a concave drainage channel for preventing the aluminum structure according to claim 1 from being immersed in water.

請求項６及び請求項７に記載する浮力体を積層した、請求項１に記載する浮力構造体。The buoyancy structure according to claim 1, wherein the buoyancy bodies according to claim 6 and 7 are laminated.

請求項５に記載するアルミ構造体と、請求項８に記載の浮力構造体よりなる、請求項１に記載の浮島ブロック構造体。The floating island block structure according to claim 1, comprising the aluminum structure according to claim 5 and the buoyancy structure according to claim 8.

請求項１および請求項９に記載する浮島ブロック構造体を連結するための鎹形状の連結部材。A hook-shaped connecting member for connecting the floating island block structures according to claim 1 and claim 9.

連結接合時に、連結部材の外周面か被連結部材の内周面の少なくとも一方に、頂部が圧潰される凸条を設けた接合構成の接合継手において、接合時に頂部が確実に潰れて接合する突条と、継手部材の製造公差により突条の潰れが不確実な凸条と、連結の導入作用のみで圧潰されない３種の大きさの凸条を、継手の外周面に一体成形で配列した継手。At the time of connecting and joining, in a joint joint having a joining configuration in which a protrusion is provided on at least one of the outer peripheral surface of the connecting member or the inner peripheral surface of the connected member and the top is crushed. Joints in which strips, projections with uncertain crushing due to manufacturing tolerances of joint members, and projections of three sizes that are not crushed only by the introduction of the connection are arranged on the outer peripheral surface of the joint by integral molding .

連結接合時に、連結部材の外周面か被連結部材の内周面の少なくとも一方に、頂部が圧潰される凸条を設けた接合構成の接合継手において、継手の中空部に装着して、被連結部材の中空内周面の他の二面と接触させる補助的継手が装着できる接合構成を継手の中空部に一体押出成形した継手。At the time of connecting and joining, at least one of the outer peripheral surface of the connecting member or the inner peripheral surface of the connected member is provided with a protruding joint whose top is crushed. A joint obtained by integrally extruding a joint structure that can be attached with an auxiliary joint to be brought into contact with the other two surfaces of the hollow inner peripheral surface of the member into the hollow portion of the joint.

アルミ構造体の構築や鎹形状の連結部材に用いるＬ形の請求項１１、請求項１２に記載の継手。The joint according to claim 11 or 12, which is used for construction of an aluminum structure or a hook-shaped connecting member.

外側面で隣接する被連結部材の中空部に跨って装着させて、隣接する被連結部材を並列に束ねると同時に、軸方向に相対する被連結部材と連結させる、請求項１１、請求項１２に記載の継手。It mounts | wears over the hollow part of the to-be-connected member adjacent on an outer surface, and it connects with the to-be-connected member facing to an axial direction simultaneously with bundling the adjacent to-be-connected member in parallel. Fitting described.

外側面で隣接する被連結部材の端部の中空部に跨って装着させて二本の被連結部材を並列に束ねる、請求項１１、請求項１２に記載の継手。The joint according to claim 11 and claim 12, wherein the two connected members are bundled in parallel by being mounted across the hollow portion of the end portion of the connected member adjacent on the outer surface.

軸方向に相対する一方の被連結部材の中空部に装着させて、軸方向に相対する被連結部材の断面中空部と連結させる継手であり、装着の位置決めストッパーの凸条を継手の外周面の中央に設けた請求項１１、請求項１２に記載の継手。It is a joint that is attached to the hollow portion of one of the connected members that is opposite in the axial direction and is connected to the hollow portion of the cross-section of the connected member that is opposite in the axial direction. The joint according to claim 11 or 12, which is provided in the center.

軸方向に相対する一方の被連結部材の中空部に装着させて、軸方向に相対する被連結部材の断面中空部と連結させる、送り出し突起部を継ぎ手と一体に成形した請求項１１、請求項１２に記載の継手。11. A feeding projection portion, which is attached to a hollow portion of one of the connected members facing in the axial direction and connected to a hollow section of the connected member facing in the axial direction, is formed integrally with the joint. 12. The joint according to 12.

連結部材の継手の中空部に継手の下方部を装着して、継手上部を被連結部材の構造材の相対する連結中空部と連結させて、造成後の浮島上に構築されるアルミ建築物の構造躯体を鉛直や直交に連結する請求項１１、請求項１２に記載の継手。The lower part of the joint is attached to the hollow part of the joint of the connecting member, and the upper part of the joint is connected to the opposite connecting hollow part of the structural member of the member to be connected. The joint according to claim 11 or 12, wherein the structural housings are connected vertically or orthogonally.

被連結部材の構造材の中空部と連結する継手の中空部に装着して、被連結部材である構造材の相対する連結中空部と連結する請求項９に記載の請求項１２に記載の補助継手。The auxiliary device according to claim 12, wherein the auxiliary member is attached to a hollow portion of a joint that is connected to a hollow portion of the structural member of the connected member, and is connected to an opposite connecting hollow portion of the structural member that is the connected member. Fittings.

請求項１３に記載のＬ形状の継手の中央部角の中空部と連結する継手の中空部に装着して前記角の中空部の二面と接合する請求項１２に記載の補助継手。The auxiliary joint according to claim 12, wherein the auxiliary joint is attached to a hollow portion of a joint connected to a hollow portion of a central corner of the L-shaped joint according to claim 13 and joined to two surfaces of the hollow portion of the corner.

連結部材である継手の中空部に装着して、継手の相対する連結中空部の二面と接合させる請求項１２に記載の補助継手。The auxiliary joint according to claim 12, wherein the auxiliary joint is attached to a hollow portion of a joint, which is a connecting member, and joined to two opposite surfaces of the joint hollow portion of the joint.

連結接合において、被連結部材の内周面か連結部材の外周面の少なくとも一方に、接合時に頂部が圧潰して接合する、複数の構成部材による、請求項１に記載するアルミ構造体などの建築構造システムとある。In connection joining, at least one of the inner peripheral surface of a to-be-connected member, or the outer peripheral surface of a connecting member WHEREIN: The top part is crushed and joined at the time of joining. There is a structural system.