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JP5213399B2 - Building components - Google Patents
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JP5213399B2 - Building components - Google Patents

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JP5213399B2
JP5213399B2 JP2007242041A JP2007242041A JP5213399B2 JP 5213399 B2 JP5213399 B2 JP 5213399B2 JP 2007242041 A JP2007242041 A JP 2007242041A JP 2007242041 A JP2007242041 A JP 2007242041A JP 5213399 B2 JP5213399 B2 JP 5213399B2
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JP2009074257A (en
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啓三 左高
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Description

本発明は家屋等の建築物の柱、梁、壁、床として構成可能な建築用構造材であって、災害発生時には被災者の延命に寄与できる機能を有する構造材及に関する。 Pillar of the present invention is a building such as a house, beams, walls, be for you that can be constructed by building a floor structure material, related to structural materials及having a function that is in the event of a disaster can contribute to the survival of the victims.

家屋をはじめとする建築物は木造、コンクリート造、木造プレハブ、コンクリートプレハブ等各種の建築方法より建築されているが、このような建築物を構成するための建築物用構造材(以下実施例も含めて単に「構造材」とする)については、建築作業の簡便化、構造体としての強度向上等々の観点から下記のような構造材が提案されている。
特開2000−104335 特開2000−110303 特開2004−332532 特開2003−166306
Buildings such as houses are built by various construction methods such as wooden, concrete, wooden prefabrication, concrete prefabrication, etc., but structural materials for buildings for constructing such buildings (also examples below) The following structural materials have been proposed from the viewpoint of simplifying the construction work and improving the strength as a structural body.
JP 2000-104335 A JP 2000-110303 A JP 2004-332532 A JP 2003-166306 A

このうち特許文献1に記載の発明は中空管を構造材として用いることにより建築物の製造コストの低減を目指すものであり、特許文献2に記載の発明は中空管を用いて建築物の強度を高めるよう構成したものであり、特許文献3の発明は長尺の構造材の強度を保持する構成を提案したものであり、特許文献4に記載の発明は複数の中空部を構成した構造材により建築物の強度を保持しつつ軽量化を図ることを目的としたものである。   Of these, the invention described in Patent Document 1 aims to reduce the manufacturing cost of a building by using a hollow tube as a structural material, and the invention described in Patent Document 2 uses a hollow tube to It is configured to increase the strength, and the invention of Patent Document 3 proposes a structure that maintains the strength of a long structural material, and the invention described in Patent Document 4 has a structure in which a plurality of hollow portions are configured. The purpose is to reduce the weight while maintaining the strength of the building with the material.

上記各特許文献に記載の発明は建築物としての強度向上、軽量化、建築コスト低減等、建築物に対して本来要求されている事項を建築構造材の観点から実現するための発明であり、構造材に要求されているそれぞれの課題に対して直接対応しようとしたものであるといえる。   The invention described in each of the above patent documents is an invention for realizing the matters originally required for a building, such as strength improvement as a building, weight reduction, and building cost reduction, from the viewpoint of a building structure material, It can be said that this is a direct response to each issue required for structural materials.

上記各文献に示されるとおり、建築物の構造材は建築物としての強度、軽量化、コストダウン等、当然のことながら建築物に対して本来要求される事項を実現することがその技術的解決事項となる。   As shown in each of the above-mentioned documents, the technical solution of building structural materials is to realize the matters originally required for buildings, such as strength, weight reduction and cost reduction as a building. Matters.

逆に言えば、上記各特許文献記載の発明においては、建築構造材として本来要求されている課題以外の技術事項を達成するものとしての技術的提案は、これも当然のことながらなされていない。
これに対して本発明は軽量、強度、経済性等の構造材に本来要求される技術事項に関する機能とは全く異なる機能を付加して構造材や内装材等の建築物の構成部材を多機能化し、或いは構成部材としての機能を向上させるよう構成した建築物の構成部材を提案するものである。
In other words, in the inventions described in the above patent documents, technical proposals for achieving technical matters other than the problems originally required for building structural materials are not made.
On the other hand, the present invention adds functions that are completely different from the functions related to technical matters originally required for structural materials such as light weight, strength, and economy, and multi-functions structural components such as structural materials and interior materials. The present invention proposes a structural member of a building that is configured to improve the function as a structural member.

上記の課題に対して、本願発明は柱、床、壁、梁等の建築物用の構成部材をアルミニウム等の金属或いは繊維強化プラスチック(FRP)等の材料により形成し、かつ構成部材の内部は、当該構成部材を構成する素材以外の材料を収納する空間が複数形成され、この空間に収納する材料の少なくとも一つは水でありこの水により地震等の緊急時の消火、飲料水の確保、これに加えて建築物の断熱向上、熱容量の向上等の構成部材自体の特性を向上或いは変化させるよう構成したものである。 In response to the above problems, the present invention forms structural members for buildings such as pillars, floors, walls, and beams with a metal such as aluminum or a material such as fiber reinforced plastic (FRP), and the interior of the structural members is In addition, a plurality of spaces for storing materials other than the materials constituting the constituent members are formed , and at least one of the materials stored in the spaces is water, and this water is used to extinguish fires in an emergency such as an earthquake and secure drinking water. In addition to this, it is configured to improve or change the characteristics of the constituent members themselves such as improvement of heat insulation of buildings and improvement of heat capacity.

構成部材の空間部に水若しくはこれと同効の材料を充填すれば、地震等の災害時にこの充填水を取り出すことよにり飲用やその他の生活水として利用可能であり、且つ構成部材を壁面構成材や床材として構成した場合には比熱の大きな水が充填されていることにより構成部材の熱容量が大幅に増加し、特に冬場では太陽光により温められた壁面や床面が適当な温度を保つことにより電気、ガス、灯油等による人工的な暖房エネルギーを低減することができる。   If the space of the component is filled with water or a material having the same effect, it can be used as drinking water or other living water by taking out this filled water in the event of an earthquake or other disaster, and the component can be used as a wall surface. When constructed as a component or flooring, the heat capacity of the component is greatly increased by filling with water with a large specific heat. Especially in winter, the wall and floor heated by sunlight have an appropriate temperature. By maintaining, artificial heating energy by electricity, gas, kerosene, etc. can be reduced.

また、空間部に発泡スチロール等の断熱材を充填することにより構造材或いは内装材としての構成部材の断熱効果を大幅に向上させることができる。特に構成部材をアルミニウム等の金属材料で形成した場合、これら金属材料は比熱が小さく断熱効果はかなり低いが、このような断熱材を充填することにより構成部材としての断熱効果を大幅に向上させることができる。   Moreover, the thermal insulation effect of the structural member as a structural material or an interior material can be improved significantly by filling a space part with thermal insulation materials, such as a polystyrene foam. In particular, when the structural members are made of a metal material such as aluminum, these metal materials have a small specific heat and a considerably low heat insulation effect. However, the heat insulation effect as a structural member can be greatly improved by filling such a heat insulation material. Can do.

さらに、構成部材を柱等の比較的大型の構造材として構成した場合、この構造材の空間部を、非常食、缶詰等の保存食、薬品、或いはその他の非常持ち出し物の収納場所としておけば、常時はこれらのものの配置が邪魔になることがなく、しかも非常時には容易に取り出し利用することができる。   Furthermore, when the component is configured as a relatively large structural material such as a pillar, the space of the structural material should be used as a storage place for emergency food, preserved food such as canned food, chemicals, or other emergency items. The arrangement of these items does not get in the way at all times, and can be easily taken out and used in an emergency.

構成部材をアルミニウムにより一体形成し、構成部材の空間部に水を充填し、かつこの空間部に連通するよう水の取出口を設け、常時は充填した水により構成部材全体の熱容量を向上させ、非常時はこの取出口を介して充填した水を飲用やその他の生活用水として利用する。   The structural member is integrally formed of aluminum, the space of the structural member is filled with water, and a water outlet is provided so as to communicate with the space, and the heat capacity of the entire structural member is improved with the filled water at all times. In an emergency, the water filled through this outlet is used for drinking and other daily use.

図1は本発明の第1の実施例を示す。
図示される建築物の構成部材は家屋等の構造物の柱として、つまり構造物の構造材として好適な構成部材である。以下図示の構成部材を柱構造材として説明する。矢印1は柱構造材を示し、この柱構造材1は例えばアルミニウムにより一体的に構成されている。柱構造材1の内部は中空となっており、柱構造材1全体が一体的な箱型構造となっている。
FIG. 1 shows a first embodiment of the present invention.
The structural members shown in the drawings are structural members suitable as pillars of structures such as houses, that is, as structural materials for structures. Hereinafter, the illustrated structural members will be described as columnar structural members. An arrow 1 indicates a pillar structure material, and this pillar structure material 1 is integrally formed of, for example, aluminum. The inside of the column structure 1 is hollow, and the entire column structure 1 has an integral box structure.

図1(B)に示すように柱構造材1の内部は仕切り壁1aにより上下二つの空間に仕切られている。このうち上部の空間部1Aには水Wを収納する容器2が収納され、この水収納容器2内に水(例えば水道水)Wが充填されている。水収納容器2の構成材料としてはアルミ箔と合成樹脂層を何層が重ね合わせた可撓性を有する袋が好適であり、この袋に水Wを充填することにより水収納容器2自体が柱構造材1の上部空間1Aに密着し、この上部空間1Aの体積に匹敵する容量の水Wを水収納容器2内に収納することが可能となる。   As shown in FIG. 1 (B), the inside of the pillar structure material 1 is partitioned into two upper and lower spaces by a partition wall 1a. Among these, a container 2 for storing water W is stored in the upper space 1A, and the water storage container 2 is filled with water (for example, tap water) W. As the material for the water storage container 2, a flexible bag in which aluminum foil and a synthetic resin layer are stacked is preferable. By filling the bag with water W, the water storage container 2 itself is a pillar. It is possible to store water W in the water storage container 2 in close contact with the upper space 1 </ b> A of the structural material 1 and with a volume comparable to the volume of the upper space 1 </ b> A.

水収納容器2に対する水Wの充填は柱構造材1の工場出荷時に行ってもよいが、柱構造材1が水の重量により重くなって柱構造材1の移動に負担がかかるので、できれば建築現場において充填するのが望ましい。   The water storage container 2 may be filled with water W at the time of shipment of the column structure material 1 from the factory. However, since the column structure material 1 becomes heavier due to the weight of the water, the movement of the column structure material 1 is burdened. It is desirable to fill in the field.

符号2aは水収納容器2の注水口を示している。後述するように柱構造材1を所定の位置に配置し、他の構造材、例えば梁等との接続が可能な状態で当該配置位置に固定されたならば、ハッチ3aを開放して柱構造材1の上部空間に位置する水収納容器2の注水口2aを柱構造材1の外部に露出させ、ネジ栓を開放してホース等により例えば水道水をこの水収納容器2内に注入する。   Reference numeral 2 a indicates a water inlet of the water storage container 2. As will be described later, when the pillar structure material 1 is arranged at a predetermined position and fixed to the arrangement position in a state where it can be connected to another structure material such as a beam, the hatch structure 3a is opened and the pillar structure is opened. The water inlet 2a of the water storage container 2 located in the upper space of the material 1 is exposed to the outside of the pillar structure material 1, the screw plug is opened, and for example, tap water is injected into the water storage container 2 by a hose or the like.

水道水の注入が終了したならばネジ栓により注水口2aを密閉し、密閉した注水口2aを再度柱構造材1の上部空間1Aに戻し、この状態でハッチ3aを閉める。一方水収納容器2の下部には充填した水Wを取り出す排水部として蛇口4が取り付けられている。蛇口4は水収納容器2に密着形成された金属製或いはプラスチック製等の比較的剛性の高い材料により形成された空間確保部材5を挿通して水収納容器2内に水流入口が開口した構造となっている。   When the tap water injection is completed, the water inlet 2a is sealed with a screw cap, the sealed water inlet 2a is returned to the upper space 1A of the column structure 1 again, and the hatch 3a is closed in this state. On the other hand, a faucet 4 is attached to the lower portion of the water storage container 2 as a drainage portion for taking out the filled water W. The faucet 4 has a structure in which a water flow inlet is opened in the water storage container 2 through a space securing member 5 formed of a relatively rigid material such as metal or plastic formed in close contact with the water storage container 2. It has become.

上記空確保部材5により蛇口4は柱構造材1の上部空間1A内に位置し、且つ蛇口4には可撓性を有するホース部4aが連接している。この構成により常時は蛇口4本体はもとよりホース部4aもハッチ3bを閉止しておくことによって全体が柱構造材1内に収納されている。この状態で地震等により柱構造材1内の水Wが必要となった場合には、ハッチ3bを開けると、柱構造材1内の蛇口4のホース4aは符号4a´に示すように柱構造材1の外部に露出する。従ってこの状態で蛇口4を開けば所望の量の水Wを得ることができる。   The faucet 4 is located in the upper space 1 </ b> A of the column structure 1 by the empty securing member 5, and a flexible hose portion 4 a is connected to the faucet 4. With this configuration, the hose portion 4a as well as the faucet 4 main body is always housed in the column structure 1 by closing the hatch 3b. In this state, when water W in the column structure material 1 is required due to an earthquake or the like, when the hatch 3b is opened, the hose 4a of the faucet 4 in the column structure material 1 has a column structure as indicated by reference numeral 4a '. It is exposed to the outside of the material 1. Therefore, if the faucet 4 is opened in this state, a desired amount of water W can be obtained.

次に符号1Bで示す下部空間は、本実施例の場合には地震等の非常時用の食料、非常時持ち出し品等の収納空間として構成されている。例えば缶詰15a、乾パン15b、医薬品15cなどである。またこの下部空間1B等に飲用のミネラルウォータボトルを収納しておき、前記上部空間1A内の水Wは洗顔、用便等に利用する中水として利用するようにしてもよい。符号3cは下部空間Bに設けられたハッチである。   Next, the lower space indicated by reference numeral 1B is configured as a storage space for emergency food such as earthquakes and emergency carry-out items in the case of this embodiment. For example, canned food 15a, dry bread 15b, and medicine 15c. Further, a drinking mineral water bottle may be stored in the lower space 1B or the like, and the water W in the upper space 1A may be used as medium water used for face washing, stool or the like. Reference numeral 3 c is a hatch provided in the lower space B.

上記ハッチ3a乃至3cは取り外し型、開閉式のドア型等その構成を問うものではない。またハッチ3a乃至3cを柱構造材1と同じアルミニウムで形成する必要は必ずしもない。激しい地震により柱構造材1に歪みが生じた場合等を考慮するとハッチ3a乃至3cを柱構造材1と同じ高い剛性を有するアルミニウムで形成しておくと、かえってハッチが開かなくなる可能性もある。従って、ハッチは柱構造材1よりも強度の低いプラスチック材料或いは木材等で構成しておけば、例えハッチが開かなくなってもハッチ自体を破壊することにより所期の目的を達成することができる。因みにハッチを形成した部分は柱構造材1としての強度を担う部分ではないので強度の低い材料によりハッチを構成しても柱構造材1の強度上の問題はない。   The hatches 3a to 3c are not limited to the configuration such as a detachable type, an openable door type, and the like. Further, the hatches 3a to 3c are not necessarily formed of the same aluminum as that of the column structure material 1. Considering the case where the column structure material 1 is distorted by a severe earthquake, etc., if the hatches 3a to 3c are formed of aluminum having the same high rigidity as the column structure material 1, the hatch may not be opened. Therefore, if the hatch is made of a plastic material, wood, or the like having a lower strength than the pillar structure material 1, the intended purpose can be achieved by destroying the hatch itself even if the hatch does not open. Incidentally, since the portion where the hatch is formed is not the portion responsible for the strength as the column structure material 1, there is no problem in the strength of the column structure material 1 even if the hatch is constituted by a material having low strength.

また図示の構成では上部空間1Aを水収納用の空間、下部空間1Bを非常食等の収納空間としているが、下部空間1Bを水収納空間、上部空間1Aを非常食等の収納空間としたり、或いは上下の空間を無くし、柱構造材1内の全ての空間を水収納用の空間として構成することも可能である。   In the illustrated configuration, the upper space 1A is a space for storing water, and the lower space 1B is a storage space for emergency food, but the lower space 1B is a water storage space and the upper space 1A is a storage space for emergency food, Alternatively, it is possible to eliminate the upper and lower spaces and configure all the spaces in the column structure 1 as water storage spaces.

また柱構造材1の内部空間をインテグラルタンクとして、即ち水収納容器2を用いず直接水収納用のタンクとして利用することもできる。この場合にはアルミニウム材からなる柱構造材1の内面が水と直接接触するため、柱構造材1のうち少なくとも水と直接接触する面は陽極酸化皮膜(アルマイト皮膜)を形成し耐食性を高めておくことが望ましい。   Further, the internal space of the column structure 1 can be used as an integral tank, that is, as a tank for directly storing water without using the water storage container 2. In this case, since the inner surface of the column structure material 1 made of an aluminum material is in direct contact with water, at least the surface of the column structure material 1 that is in direct contact with water forms an anodized film (alumite film) to enhance corrosion resistance. It is desirable to keep it.

次に図2は図1に示した柱構造材1の、構造材としての構成例を示す。
図中符号6は柱構造材1の頂部に装着したブラケットであり、ボルト(図示せず)等の強固な固定手段により柱構造材1に対して固定されている。
例えばこのブラケット6を装着した状態で、前述の注水を行う。即ちブラケット6の梁挿通用開口6a或いは6bを介して柱構造材1のハッチ3aを開放し、前述の手順で水収納容器2内に水Wを注入し、水注入後ハッチ3aを閉止する。この状態で梁7をブラケット6のそれぞれの梁挿通用開口6a、6bに挿通し、やはり図示しないボルト等の固定手段で強固に相互を固定する。
Next, FIG. 2 shows a configuration example of the pillar structure material 1 shown in FIG. 1 as a structure material.
Reference numeral 6 in the drawing is a bracket attached to the top of the column structure material 1 and is fixed to the column structure material 1 by a strong fixing means such as a bolt (not shown).
For example, the above-described water injection is performed with the bracket 6 attached. That is, the hatch 3a of the column structure member 1 is opened through the beam insertion opening 6a or 6b of the bracket 6, water W is injected into the water storage container 2 in the above-described procedure, and the hatch 3a is closed after water injection. In this state, the beam 7 is inserted into the beam insertion openings 6a and 6b of the bracket 6, and is firmly fixed to each other by a fixing means such as a bolt (not shown).

なお、柱構造材1における注水口用ハッチ3aの形成位置をブラケット6の配置部よりも下に形成しておけば、梁を固定した後でも注水が可能であるし、また建築物完成後に何回でも注水するように構成することも可能である。   In addition, if the formation position of the water inlet hatch 3a in the pillar structure material 1 is formed below the arrangement portion of the bracket 6, water can be injected even after the beam is fixed. It is also possible to configure so that water can be poured even once.

図3は第2の実施例を示す。
図中符号8は建築物の構成部材を、建築物の壁面等を構成する板状の構造材(以下「壁構造材」と称する)として構成したものを示す。壁構造材8は家屋等の建築物の壁面を構成する構造材であるため、図示3(A)に示すように平板状に構成されている。
FIG. 3 shows a second embodiment.
Reference numeral 8 in the figure denotes a component of the building configured as a plate-like structural material (hereinafter referred to as “wall structural material”) that constitutes the wall surface of the building. Since the wall structural material 8 is a structural material constituting the wall surface of a building such as a house, it is configured in a flat plate shape as shown in FIG.

壁構造材8においても、構造材の内部は中空に構成され、壁構造材8の構成素材以外の素材をその内部空間に対して収納可能に構成されている。なお壁構造材8がコンクリート構造物の壁面のように構造物の強度の一部を担う場合には前記柱構造材1のように高い剛性を有するようアルミニウム等物理的強度の高い素材により構成される。また構造物の強度を担う枠体に対して壁面としてはめ込む構造など、内装材として構成する場合には、FRP等アルミニウムよりも剛性が低い材料により構成することも可能である。   Also in the wall structural member 8, the inside of the structural member is configured to be hollow, and materials other than the constituent material of the wall structural member 8 can be stored in the internal space. In addition, when the wall structure material 8 bears a part of the strength of the structure like the wall surface of the concrete structure, it is made of a material having high physical strength such as aluminum so as to have high rigidity like the column structure material 1. The Further, when it is configured as an interior material, such as a structure that fits as a wall surface to a frame body that bears the strength of the structure, it can also be configured of a material that is less rigid than aluminum, such as FRP.

図3のうち、図(B1)で示す構成は、壁構造材8の空間部8aに対して水Wを充填した構成を示している。同図(A)の符号9で示すものは、ウレタンゴム等の可撓性を有する材料から構成された蓋体であって壁構造材8に対して形成した注排水口8b〔図(C)参照〕を密閉するためのものである。   The configuration shown in FIG. 3 (B1) in FIG. 3 shows a configuration in which the space 8a of the wall structural member 8 is filled with water W. What is indicated by reference numeral 9 in FIG. 9A is a lid made of a flexible material such as urethane rubber, and is formed with respect to the wall structure material 8 [FIG. Reference] for sealing.

水Wが注入されかつ建物等の構造物に組み込まれた壁構造材8は次のような機能を発揮する。先ず、前記柱構造材1と同様に、充填された水Wを地震等の災害発生時に飲料水或いは生活用水として利用することが可能である。より具体的には、充填された水Wが必要となった場合には蓋体8を取り外し、注排水口にホースを挿し込みサイフォンの原理により内部の水Wを排出し利用する。この場合蓋体9は前述のようりウレタンゴム等の可撓性を有する材料により構成されているため、常時は高い密閉性を有し、取り外し時には中央の摘まみ9aを摘んで、蓋体9を容易に引き抜くことができる。   The wall structure material 8 into which water W is injected and incorporated in a structure such as a building exhibits the following functions. First, similarly to the pillar structure material 1, the filled water W can be used as drinking water or domestic water when a disaster such as an earthquake occurs. More specifically, when the filled water W is needed, the lid body 8 is removed, a hose is inserted into the pouring drain, and the internal water W is discharged and used according to the siphon principle. In this case, since the lid body 9 is made of a flexible material such as urethane rubber as described above, the lid body 9 always has high hermeticity. Can be pulled out easily.

次に壁構造材8に対して水Wを注入しておくことにより壁構造材8自体の熱容量をアルミニウム材に比較して大幅に向上させることができる。
因みに比熱(Cal/g ・℃) については、アルミニウムが0.215であり比熱1.0の水の約1/5強であって、水に対して非常に小さな比熱となっている。このためアルミニウム製の壁構造材8に対して水Wを注入することにより壁構造材8全体の熱容量を大幅に増大させることができる。
Next, by injecting water W into the wall structure material 8, the heat capacity of the wall structure material 8 itself can be significantly improved as compared with the aluminum material.
Incidentally, regarding the specific heat (Cal / g · ° C.), aluminum is 0.215, which is about 1/5 of water with a specific heat of 1.0, which is a very small specific heat with respect to water. For this reason, by injecting water W into the wall structure material 8 made of aluminum, the heat capacity of the wall structure material 8 as a whole can be greatly increased.

壁構造材8に対して上記のように水Wを注入して熱容量を増大させることにより、例えば冬場に、この壁構造材8に対して差し込んだ太陽光の熱エネルギーを壁構造材8に蓄え、かつこれを放熱することによって、昼間はもとより夜間でも人工的な暖房エネルギーの消費をその分低減させることができる。またアルミニウムの熱伝導率(Cal/g ・℃・秒)は0.53であってかなり良好であるので、充填水Wの吸熱、放熱は壁構造材8のアルミニウム材層を介してかなり良好に行われる。なお、夏場は冬場に比較して日が高くなるため、建築物の庇の長さを適切に設定しておけば壁構造材8に対する日光の照射を防止でき、壁構造材8内の水の温度上昇を避けることができる。   By injecting water W into the wall structure material 8 to increase the heat capacity as described above, the thermal energy of sunlight inserted into the wall structure material 8 is stored in the wall structure material 8 in winter, for example. Further, by dissipating the heat, it is possible to reduce the consumption of artificial heating energy correspondingly at night as well as during the day. The thermal conductivity (Cal / g · ° C · second) of aluminum is 0.53, which is quite good. Therefore, the heat absorption and heat dissipation of the filling water W are considerably good through the aluminum material layer of the wall structure 8. Done. In addition, since the sun is higher in summer than in winter, if the length of the wall of the building is set appropriately, the wall structure material 8 can be prevented from being irradiated with sunlight, and the water in the wall structure material 8 can be prevented. Temperature rise can be avoided.

次に図3(B2)示す構成は壁構造材8の内部空間8aに対して発泡スチロール等の断熱材10を充填したものである。この構成では内部空間8aは言わば出し入れ不可能な素材の収納空間として構成されるものであり、断熱材10を充填することによりアルミニウム製の壁構造材8の断熱性能を大幅に向上させることができる。因みに、前述の如くアルミニウムの熱伝導率はかなり高く、断熱性という観点からはみればアルミニウムは非常に性能の悪い素材である。この点に関して断熱材10を充填することによりアルミニウム製の壁構造材8の断熱性能を飛躍的に向上させることができる。なお壁構造材8の素材がFRPである場合には、炭素繊維の配合量等にもよるが、総じてアルミニウムに比較して熱伝導率はかなり低く、従って断熱性能はアルミニウムよりもかなり良好である。   Next, in the configuration shown in FIG. 3 (B2), the internal space 8a of the wall structure material 8 is filled with a heat insulating material 10 such as polystyrene foam. In this configuration, the internal space 8a is configured as a storage space for a material that cannot be put in and out, and by filling the heat insulating material 10, the heat insulating performance of the wall structure material 8 made of aluminum can be greatly improved. . Incidentally, as described above, aluminum has a considerably high thermal conductivity. From the viewpoint of heat insulation, aluminum is a material with extremely poor performance. In this regard, by filling the heat insulating material 10, the heat insulating performance of the aluminum wall structure material 8 can be drastically improved. In addition, when the material of the wall structure material 8 is FRP, although it depends on the blending amount of the carbon fiber, etc., the thermal conductivity is generally considerably lower than that of aluminum, and therefore the heat insulating performance is considerably better than that of aluminum. .

図4は第3の実施例を示す。
符号11は円柱状の構造材として形成された構成部材であって、壁面や天井面を構成したり、或いは床面を構成する等の多目的な用途に利用可能な構造材として構成されたものである。以下この構造材を多目的構造材と称する。
FIG. 4 shows a third embodiment.
Reference numeral 11 denotes a structural member formed as a columnar structural material, which is configured as a structural material that can be used for various purposes such as a wall surface or a ceiling surface, or a floor surface. is there. Hereinafter, this structural material is referred to as a multipurpose structural material.

この多目的構造材11は、基本的には内部に充填された素材の種類によってこの多目的構造材11の機能が特定されるよう構成されたものであり、基本的には充填された素材を当該多目的構造材11から取り出して別途利用するものではない。   The multi-purpose structural material 11 is basically configured such that the function of the multi-purpose structural material 11 is specified by the type of the material filled therein, and basically the filled material is used for the multi-purpose structural material 11. It is not taken out from the structural material 11 and used separately.

図4(B1)はこの多目的構造材11の内部空間11aに対し発泡スチロール等の断熱材10を充填して多目的構造材11としての断熱機能を向上させるようしたものである。また(B2)は内部空間11aに対して水Wを充填して多目的構造材11の熱容量を向上させるよう構成したものである。この水Wを充填した構成は、多目的構造材11を構成する円柱の一方の端部をネジ蓋として内部空間11aに対して水Wを充填した後このネジ蓋を密閉する等の方法により構成することが可能である。また必要であれば図3(C)に示すような蓋体をこの多目的構造材11に対して設けることにより内部の水Wを利用するよう構成することも可能である。   FIG. 4 (B1) is a case where the heat insulating function as the multipurpose structural material 11 is improved by filling the internal space 11a of the multipurpose structural material 11 with a heat insulating material 10 such as polystyrene foam. Further, (B2) is configured to improve the heat capacity of the multipurpose structural member 11 by filling the internal space 11a with water W. The configuration filled with water W is configured by a method such as sealing one end of a cylinder constituting the multipurpose structural member 11 with a screw lid and then sealing the screw lid after filling the internal space 11a with water W. It is possible. Further, if necessary, it is possible to use the internal water W by providing a lid as shown in FIG.

図4の構成では多目的構造材11は円柱であるが、この構成以外に6角柱、4角柱、3角柱などの断面が多角形のもの等であってもよく、その形状を限定するものではない。
またこれらの多目的構造材11と前記図3に示す壁構造体とを組み合わせて、方形、多角形等のカプセルを構成し、このカプセルを例えば通常の家屋内に配置して地震発生時、或いは火災発生時で、屋外に脱出できない場合にこのカプセルを防災用シェルターとして利用する等の方法も可能である。因みに図3に示す壁構造材8は長方形であるが、正方形、三角形、その他の多角形として構成することによりカプセル全体を方形や多面体等所望の形状に構成することが可能である。またこの場合、前記多目的構造材11、壁構造体8は高い断熱性を有するため、火災発生時でもカプセル内に避難した者の安全を確保することができる。
In the configuration of FIG. 4, the multipurpose structural member 11 is a cylinder, but other than this configuration, the hexagonal column, the quadrangular column, the triangular column, or the like may have a polygonal cross section, and the shape thereof is not limited. .
Further, these multipurpose structural members 11 and the wall structure shown in FIG. 3 are combined to form a square or polygonal capsule, and this capsule is placed in a normal house, for example, in the event of an earthquake or fire. It is possible to use this capsule as a disaster prevention shelter when it is not possible to escape outdoors. Incidentally, the wall structural member 8 shown in FIG. 3 is rectangular, but it is possible to configure the entire capsule into a desired shape such as a square or a polyhedron by configuring it as a square, a triangle, or another polygon. In this case, since the multipurpose structural member 11 and the wall structure 8 have high heat insulating properties, it is possible to ensure the safety of those who evacuate in the capsule even in the event of a fire.

なお、通常は上記カプセルの出入口は開放しておき、このカプセル内にインターネットと接続するパソコンや電話等、外部との通信手段を配置して常時はこの通信手段をを用いて外部との連絡をとるよう構成しておけば、上述の地震、火事等の緊急自体発生時にこのカプセルに避難した際にもこれらの手段を用いて外部と連絡がとれる可能性が高い。またカプセルの一部に強化ガラス等をはめ込んだ窓等の外部確認手段を設置しておけば、カプセル内にあっても、外部の状況が確認でき、以後の適切な対応がとりやすくなる。   Normally, the entrance of the capsule is opened, and communication means with the outside such as a personal computer or a telephone connected to the Internet is placed in the capsule, and communication with the outside is always performed using this communication means. If it is configured, it is highly possible to communicate with the outside using these means even when evacuating to this capsule in the event of an emergency such as an earthquake or fire. If an external confirmation means such as a window in which tempered glass or the like is fitted in a part of the capsule is installed, the external situation can be confirmed even in the capsule, and it becomes easy to take appropriate measures thereafter.

更に、このように直接外部を光学的に視認できる窓に代わって赤外線、電磁波等により外部の状況の概略を確認できる手段、例えば赤外線暗視装置等をカプセル内に配置しておき、この装置を用いて外部を確認するようにしてもよい。特に赤外線暗視装置はカプセルがビル内に配置されており、災害の発生による停電によってビル内の照明が完全に落ちて真っ暗闇になった場合等において、外部を視認し、カプセルから出ることが可能か否かを判断する場合等に非常に有効である。   Furthermore, in place of the window where the outside can be optically visually recognized in this way, means capable of confirming the outline of the outside situation by infrared rays, electromagnetic waves, etc., for example, an infrared night-vision device is arranged in the capsule, and this device is It may be used to check the outside. In particular, infrared night vision devices have capsules that are placed inside the building, and when the lighting in the building is completely lost due to a power outage due to a disaster, it is possible to see the outside and get out of the capsule. This is very effective when judging whether or not it is possible.

上記構成のシェルターの場合、構成したシェルターの周囲をモルタルで固めて一体化して強度、耐熱性を向上させることも当然可能である。またこのシェルターを家屋やビル内に配置する場合にはシェルター外面に壁紙を貼ったり、適宜の彩色をする等の意匠を施して違和感なくする等の処理も当然可能である。   In the case of the shelter having the above configuration, it is naturally possible to improve the strength and heat resistance by solidifying the periphery of the configured shelter with mortar and integrating them. In addition, when the shelter is arranged in a house or building, it is naturally possible to perform a process such as putting wallpaper on the outer surface of the shelter or applying a design such as appropriate coloring so as not to feel uncomfortable.

図5及び図6は図4に示す円柱状の多目的構造材11自体のの構造物に対する利用例を示す。
図5(A)において、符号12は多目的構造材11の下端部が嵌挿位置するよう構成した多目的構造材の下端支持部材(以下単に「下端支持部材」とする)である。13は各下端支持部材12の間において介在立設された介在板であって、その下端部側縁はは隣接する二つの下端支持部材12と接続している。接続は各下端支持部材12が、例えば直線状に位置するよう下端支持部材12と介在板13とが強固に接続固定される構成の外、各下端支持部材12と介在板13の接続部は取付角変更可能なキー係合等の嵌合構造(図示せず)として、各下端支持部材12の位置を図6に示すような自由な曲線あるいは折れ線状に配置することが可能なよう構成することもできる。
5 and 6 show examples of use of the cylindrical multipurpose structural material 11 itself shown in FIG. 4 for the structure.
In FIG. 5A, reference numeral 12 denotes a lower end support member (hereinafter, simply referred to as a “lower end support member”) of the multipurpose structure material configured such that the lower end portion of the multipurpose structure material 11 is fitted and positioned. Reference numeral 13 denotes an interposition plate interposed between the lower end support members 12, and the lower end side edge thereof is connected to two adjacent lower end support members 12. In addition to the configuration in which the lower end support member 12 and the interposition plate 13 are firmly connected and fixed so that the lower end support members 12 are positioned in a straight line, for example, the connection portions of the lower end support members 12 and the interposition plates 13 are attached. As a fitting structure (not shown) such as key engagement capable of changing the angle, the position of each lower end support member 12 can be arranged in a free curve or broken line as shown in FIG. You can also.

以上の構成において、例えば図6の如く緩やかなカーブを描くような平面形状に配列された各下端支持部材12に対して多目的構造材11の下端を嵌挿しこの多目的構造材11を立設させる。また隣接する各多目的構造材11の間の空間部には介在板13が密着配置されるため、多目的構造材11と介在板13とにより一連の壁面が形成されることになる。   In the above configuration, for example, the lower end of the multipurpose structural member 11 is inserted into each lower end support member 12 arranged in a planar shape that draws a gentle curve as shown in FIG. In addition, since the interposition plate 13 is disposed in close contact with the space between the adjacent multipurpose structural members 11, a series of wall surfaces are formed by the multipurpose structural member 11 and the interposition plates 13.

図5(B)及び(C)は上述のように各下端支持部材12により立設支持された多目的構造材11と、各多目的構造材11の間に介在位置する介在板13とをその上端部において支持固定する上端支持部材14を示す。   5 (B) and 5 (C) show, as described above, the multipurpose structural member 11 erected and supported by the respective lower end support members 12 and the interposition plate 13 interposed between the multipurpose structural members 11 at the upper end portions thereof. The upper end support member 14 which supports and fixes is shown.

上端支持部材14は多目的構造材11の上端が嵌挿位置してこの多目的構造材11の上端を支持する多目的構造材支持部14aと、この多目的構造材支持部14aに連接してこの多目的構造材11に隣接する2枚の介在板13のうち一方の介在板13の上端を支持する介在板支持部14bが形成されている。   The multi-purpose structural member 11 is connected to the multi-purpose structural material support portion 14a, and the multi-purpose structural material support portion 14a is connected to the multi-purpose structural material support portion 14a. An intervening plate support portion 14 b that supports the upper end of one intervening plate 13 of the two intervening plates 13 adjacent to 11 is formed.

下端支持部材12により立設された各多目的構造材11及び介在板13の頂部には順次上端支持材14が嵌挿され、これら上端支持材14が連接することにより多目的構造材111と介在板13の上端部が支持される。因みに上端支持部材14は多目的構造材支持部14aと、一方の介在板13を支持する構成となっているため、個々の多目的構造材11は当該多目的構造材11により支持されない側の介在板に対しては接触角度が自由に変更できるので、例えば図6に示す下端支持部材12の配列状態に対して支障無く追随して配列することができる。また、この上部支持材14を介して構造物の荷重を多目的構造材11で支持する場合にはこの上部支持部材14もアルミニウムなどの剛性の高い材料により構成し、天井面等に固定することにより多目的構造材11及び介在板13を強固に支持すると共に、天井面側の荷重を多目的構造材11側に伝達することができる。   Upper end support members 14 are sequentially inserted into the top portions of the multipurpose structural members 11 and the interposition plates 13 erected by the lower end support members 12, and the multipurpose structure members 111 and the interposition plates 13 are connected by connecting the upper end support members 14. The upper end of is supported. Incidentally, since the upper end support member 14 is configured to support the multipurpose structural material support portion 14a and one of the interposition plates 13, each multipurpose structural material 11 is opposed to the interposition plate on the side not supported by the multipurpose structural material 11. Since the contact angle can be freely changed, the arrangement can be performed following the arrangement of the lower end support members 12 shown in FIG. Further, when the load of the structure is supported by the multipurpose structural material 11 through the upper support member 14, the upper support member 14 is also made of a highly rigid material such as aluminum and fixed to the ceiling surface or the like. While supporting the multipurpose structural material 11 and the interposition board 13 firmly, the load of the ceiling surface side can be transmitted to the multipurpose structural material 11 side.

なお下端支持部材12は図示の如くリング状に形成しておけば、多目的構造材11を含む構造体の荷重は全て多目的構造材11により直接支持されることになるため、下端支持部材12自体としては大きな強度は要求されない。同様に上部支持部材14aを、下端支持部材12と同様リング状に構成し、荷重を多目的構造材11側で直接受ける構成とした場合には下端支持部材12と同様大きな強度要求されない。従ってこれら上下の支持部材や、介在部材をプラスチック或いは木材等で構成することも可能である。   If the lower end support member 12 is formed in a ring shape as shown in the figure, the load of the structure including the multipurpose structural material 11 is all directly supported by the multipurpose structural material 11, so that the lower end support member 12 itself is Does not require great strength. Similarly, when the upper support member 14a is configured in a ring shape like the lower end support member 12 and is configured to receive the load directly on the multipurpose structural material 11 side, the strength is not required to be as great as the lower end support member 12. Accordingly, the upper and lower support members and the interposed member can be made of plastic or wood.

図6は下端支持部材12と介在板13との配置状態の一例を概念的に示したものである。図示の構成では全体が柔らかくS字状を描くよう配置されているが、他の曲線を描いたり、或いは幾つかの接続部以外は直線状に配置させることにより、平面形状が複数の直線が角を成すよう配置する等、その配置構成は自由に設定することができる。   FIG. 6 conceptually shows an example of the arrangement state of the lower end support member 12 and the interposition plate 13. In the configuration shown in the figure, the entire configuration is arranged so as to draw a soft S-shape. However, by drawing other curves or arranging them in a straight line except for some connecting portions, the planar shape may have a plurality of straight lines. The arrangement configuration can be freely set, for example, such that the arrangement is made.

以上、図5及び図6に示す構造材により、或いはこれらの構造材の外に図1乃至図4に示す構造材を適宜選択して、前述の防災用シェルターを所望の大きさおよび所望の形状で成形できることは当業者おいては容易に想到できるものである。   As described above, the structural material shown in FIGS. 1 to 4 is appropriately selected according to the structural materials shown in FIGS. 5 and 6 or in addition to these structural materials, so that the above-described disaster prevention shelter has a desired size and a desired shape. Those skilled in the art can easily conceive that the material can be molded.

以上、本発明に係る建築用構成部材を、主として家屋等の構造体の一部を担う構造材として説明したが、例えば構造物の少なくとも一部を従来の木造、鉄筋コンクリート造りとし、本願発明の建築用構成部材を例えば建築物の空間部を仕切る仕切り材や壁面の内装材等として利用する等、構造材以外の用途にも利用可能である。   As described above, the building component according to the present invention has been described as a structural material mainly responsible for a part of a structure such as a house. For example, at least a part of the structure is a conventional wooden structure or reinforced concrete structure, and the building of the present invention is constructed. For example, the structural member can be used for applications other than the structural material, such as a partition material for partitioning a space portion of a building or an interior material for a wall surface.

また、前記各実施では建築物用構成部材を構造材として用いる場合、これら構造材を室内空間側或いは外部空間側に対して所謂剥き出しで構成する場合を前提として説明しているが、これら構造材の表面にコンクリートモルタル等の別の素材を施したり、パネル等の別の素材を配置するなどの方法は、建築物の設計、施工時において当業者が容易に想到するものであり、本願発明の建築物用構成部材はその設計、施工において設計者、施工者の目的に応じた態様で適宜利用可能なものである。   In each of the above embodiments, when building structural members are used as structural materials, the structural materials are described on the assumption that they are so-called bare on the indoor space side or external space side. The method of applying another material such as concrete mortar on the surface of the material or arranging another material such as a panel is easily conceived by those skilled in the art at the time of designing and constructing a building. The building structural member can be appropriately used in the design and construction in a mode according to the purpose of the designer and the installer.

本発明の第1の実施例を示し(A)は柱として構成された構造材の斜視図、(B)は図1(A)のA−A線による断面図である。1A shows a first embodiment of the present invention, FIG. 1A is a perspective view of a structural material configured as a pillar, and FIG. 1B is a cross-sectional view taken along line AA of FIG. 図2は図1に示す柱構造材の組み立て状態の一例を示し、柱構造材と梁の取り合わせ状態を示す斜視図であるFIG. 2 is a perspective view illustrating an example of an assembled state of the column structure material illustrated in FIG. 1 and an assembled state of the column structure material and the beam. 本発明の第2の実施例を示し、図3(A)は壁構造材として構成された部材の斜視図、図3(B1)及び図3(B2)は何れも図3(A)のA−A線による断面図であり、図3(B1)は壁構造材に水を充填した状態の断面図、図3(B2)は断熱材を充填した状態の断面図、図3(C)は図3(A)のA−A線による断面拡大図である。FIG. 3A shows a second embodiment of the present invention, FIG. 3A is a perspective view of a member configured as a wall structure material, and FIGS. 3B1 and 3B2 are both A in FIG. FIG. 3 (B1) is a cross-sectional view of the wall structure material filled with water, FIG. 3 (B2) is a cross-sectional view of the state where the heat insulating material is filled, and FIG. It is a cross-sectional enlarged view by the AA line of FIG. 3 (A). 本発明の第3の実施例を示し、図4(A)は柱構造材として構成された部材の一部省略斜視図、図4(B1)及び図4(B2)は何れも図4(A)のA−A線による断面図であり、図4(B1)は柱構造材に断熱材を充填した状態の断面図、図4(B2)は水を充填した状態の断面図、図4(C1)及び図4(C2)は何れも図4(A)のB−B線による断面図であり、図4(C1)は柱構造材に断熱材を充填した状態の断面図、図4(B2)は水を充填した状態の断面図である。FIG. 4A shows a third embodiment of the present invention, FIG. 4A is a partially omitted perspective view of a member configured as a column structure material, and FIGS. 4B1 and 4B2 are both FIG. 4A is a cross-sectional view taken along line AA of FIG. 4B, FIG. 4B1 is a cross-sectional view of the column structure material filled with a heat insulating material, FIG. 4B2 is a cross-sectional view of the state filled with water, and FIG. C1) and FIG. 4C2 are both cross-sectional views taken along line BB in FIG. 4A, and FIG. 4C1 is a cross-sectional view in which the column structure material is filled with a heat insulating material. B2) is a sectional view of the state filled with water. 柱構造材の配置状態の例を示し、図5(A)は下端支持部材による柱構造材の支持状態を示す斜視部分図、図5(B)は上端支持部材の斜視図、図5(C)は図5(B)のA−A線による断面図である。5A shows an example of an arrangement state of the column structure material, FIG. 5A is a partial perspective view showing a support state of the column structure material by the lower end support member, FIG. 5B is a perspective view of the upper end support member, and FIG. ) Is a cross-sectional view taken along line AA in FIG. 図5に示す柱構造材の配列状態の平面を概念的に示す図である。It is a figure which shows notionally the plane of the arrangement | sequence state of the column structure material shown in FIG.

符号の説明Explanation of symbols

1 柱構造材
1A(柱構造材の)上部空間
1B(柱構造材の)下部空間
2 水収納容器
2a(水収納容器の)注水口
3a、3b、3c ハッチ
4 蛇口
4a(蛇口用)可撓性ホース
5 空間確保部材
6 ブラケット
6a(ブラケットの)梁挿通用開口
7 梁
8 壁構造材
8a(壁構造材の)内部空間
9(壁構造材)の蓋体
10 断熱材
11 柱構造材
11a(柱構造材の)内部空間
12 下端支持部材
13 介在板
14 上部支持部材
14a(上部支持部材の)多目的構造材支持部
14b(上部支持部材の)介在板支持部
DESCRIPTION OF SYMBOLS 1 Column structure material 1A (column structure material) upper space 1B (column structure material) lower space 2 Water storage container 2a (water storage container) water inlet 3a, 3b, 3c Hatch 4 Faucet 4a (for faucet) Flexible Hose 5 space securing member 6 bracket 6a (bracket) beam insertion opening 7 beam 8 wall structure material 8a (wall structure material) internal space 9 (wall structure material) lid 10 heat insulating material 11 column structure material 11a ( Internal space (of the column structure material) 12 Lower end support member 13 Intervening plate 14 Upper support member 14a (Upper support member) Multipurpose structural material support portion 14b (Upper support member) Interposal plate support portion

Claims (5)

建築物を構成する部材であって柱、梁、壁、床としてそれぞれの用途に応じて構成化可能な個別の部材であり、当該部材は複数の内部空間を有する中空体として構成され、当該内部空間の一つには水が充填されかつ当該水を充填した内部空間には充填水の所望量を排出可能な手段が設けられ、他の空間は非常時に用いる物品を収納する空間として構成されていることを特徴とする建築物の構成部材。 Posts a member constituting the building, beams, walls, a separate member capable structuring according to their use as a floor, the element is configured as a hollow body having a plurality of interior space, the interior One of the spaces is filled with water, and an internal space filled with the water is provided with means capable of discharging a desired amount of the filled water, and the other space is configured as a space for storing articles used in an emergency. A structural member of a building, characterized by 前記水を充填する空間部には袋状の水収納容器が配置され、当該水収納容器には蛇口等、充填水の所望量を排出可能な手段が設けられていることを特徴とする請求項1記載の建築物の構成部材。 A bag-shaped water storage container is disposed in the space for filling the water, and the water storage container is provided with a means such as a faucet that can discharge a desired amount of filling water. 1 Symbol mounting the components of the buildings. 水を充填する空間以外の空間は、非常食、薬品、携帯ラジオ等非常時に用いる物品の収納空間として用いられるよう構成したことを特徴とする請求項1又は2記載の建築物の構成部材。 Between empty except space filled with the water, emergency food, medicine, construction member according to claim 1 or 2 building wherein it has adapted for use as a storage space of the article to be used in portable radios such emergency. 内部に水が充填された建築物の構成部材を建築物の構造材として形成し、かつ充填された水により当該構造材の熱容量を当該構造材構成する素材が有する熱容量よりも大きく設定するよう構成したことを特徴とする請求項1乃至3の何れかに記載の建築物の構成部材。 Forming a building structural member filled with water as a structural material of the building, and setting the heat capacity of the structural material larger than the heat capacity of the material constituting the structural material with the filled water The structural member of a building according to any one of claims 1 to 3 , wherein the structural member is configured. 建築物の構成部材はアルミニウムにより構成されていることを特徴とする請求項1乃至の何れかに記載の建築物の構成部材。 The structural member of a building according to any one of claims 1 to 4 , wherein the structural member of the building is made of aluminum.
JP2007242041A 2007-09-19 2007-09-19 Building components Expired - Fee Related JP5213399B2 (en)

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JPS53117235A (en) * 1977-03-22 1978-10-13 Kotobuki Kogyo Kk Disasterrproofing capsule
JPS58186038U (en) * 1982-06-07 1983-12-10 株式会社エ−ビ−シ−商会 Exterior structure
JPH1096277A (en) * 1996-09-24 1998-04-14 Izena:Kk Execution method of building using water
JP2000170297A (en) * 1998-08-11 2000-06-20 Mimasa Bussan Kk Wall and wall construction method
JP2004300910A (en) * 2003-03-17 2004-10-28 Yoshinobu Uchio Building

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