JP2717129B2 - Buildings using square hollow steel members - Google Patents

Buildings using square hollow steel members

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Publication number
JP2717129B2
JP2717129B2 JP31529887A JP31529887A JP2717129B2 JP 2717129 B2 JP2717129 B2 JP 2717129B2 JP 31529887 A JP31529887 A JP 31529887A JP 31529887 A JP31529887 A JP 31529887A JP 2717129 B2 JP2717129 B2 JP 2717129B2
Authority
JP
Japan
Prior art keywords
hollow steel
square hollow
steel member
opening
steel members
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.)
Expired - Lifetime
Application number
JP31529887A
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Japanese (ja)
Other versions
JPH01158135A (en
Inventor
六夫 平本
Original Assignee
六夫 平本
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Filing date
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Application filed by 六夫 平本 filed Critical 六夫 平本
Priority to JP31529887A priority Critical patent/JP2717129B2/en
Publication of JPH01158135A publication Critical patent/JPH01158135A/en
Application granted granted Critical
Publication of JP2717129B2 publication Critical patent/JP2717129B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 「発明の目的」 本発明は角型中空鋼部材を用いた構築物に係り、施工
性に優れ、充分な強度を具備すると共に地下構造物ない
し避難設備としても有効に利用することができ、居住空
間としての利用性にも卓越した構築物を提供しようとす
るものである。 (産業上の利用分野) 各種建築物ないし構築物用鋼部材。 (従来の技術) 家屋その他の構築物は生活空間ないし作業空間を確保
する上において不可欠の設備であり、その構造ないし構
築に関しては従来から種々の手法が提案され、実用化さ
れているが、支柱または梁のような支持部材を先ず設定
し、次いで壁面ないし天井および床面を前記支持部材に
取付けることが一般的である。 近年においてはコンクリートまたはモルタルを利用す
ることが普及しているが、この場合においても上記した
ような手法に従い、型枠を組んで上記のような関係を構
成し、補強筋などを配設したコンクリートを打ち、その
硬化を待って型枠を取外すものである。勿論プレキャス
ト製品を利用してその工数縮減を図るとしても基本的な
構築手法は上記したところと同じである。 なお近時においては、特に都会地において地価が高騰
していることから地下を利用することに着目されつつあ
るが、この地下工事は地上における以上に複雑であっ
て、鋼矢板の連結打込み後に掘削して作業空間を確保し
た後に上記手法による構築をなし、次いで鋼矢板を抜き
取り埋め戻すこととなる。 (発明が解決しようとする問題点) 上記したような従来の構築物を得る手法は何れにして
も工数が大で工費が嵩む。即ち地上構築物の場合におい
て、支柱を準備設定するためには基礎工事を入念に行う
ことが必要であり、このようにして設定された柱材に対
する梁材の連結取付け、更に筋交いなどの補強材の配
設、その後における床や天井および壁面設定には相当の
工期、工数を必要とし、当然に高価となる。 コンクリート構造物の場合においては鉄骨の取付けに
関して上記と同様の関係が必要で、型枠の取扱いなども
伴うので、木造構築物を前提とした上記の場合以上に複
雑となる。又亀裂発生その他に対しても充分に考慮する
ことが必要である。 地下構築物については地上構築物と基本的に異った様
相があり、困難性が大きい。即ち掘削工程と土砂崩壊防
止、地下水対策などが必要でコンクリート構造物として
も亀裂発生によって漏水し、その解決に非常な工費工数
を必要とする。 「発明の構成」 (問題点を解決するための手段) 複数個の角型中空鋼部材を用い、それら角型中空鋼部
材の側面に突出して形成された開口連結部の幅を該角型
中空鋼部材における前記開口連結部の形成された側面の
長さの60〜95%となし、これらの角型中空鋼部材を前記
した開口連結部相互を接合して連結し、このように連結
された角型中空鋼部材間における上記開口連結部以外の
外面ないし前記のように突出した開口連結部によって形
成される角型中空鋼部材間の間隙部にコンクリートまた
はモルタルを充填して支持構造部としたことを特徴とす
る角型中空鋼部材を用いた構築物。 作 用 複数個の角型中空鋼部材を用いることにより、例えば
2m前後ないし3m程度の素材角型中空鋼部材を採用するこ
とができ、中空鋼部材製造工場から施工現場へのトラッ
クなどによる搬入が容易となる。 前記角型中空鋼部材の複数個を連結することにより充
分な生活ないし作業空間を夫々の施工現場における地積
ないし施工条件に即応して簡易自在に形成し得る。 前記角型中空鋼部材の側面に突出して形成された開口
連結部の幅を該角型中空鋼部材における開口連結部の形
成された側面長さの60〜95%とすることにより、斯うし
た開口部で連結された中空鋼部材内部は平面的に連結し
た一体的空間となり内部利用上一体構築物と同然の空間
を形成する。即ち一体構築物においても各部室間にはそ
れなりの仕切壁が形成されざるを得ないもので、素材た
る中空鋼部材における長さの60%を超えるような開口部
は複数の角型中空鋼部材を用いた一体的構築物の内部空
間利用上において殆んど支障となることがない。 上記のように角型中空鋼部材相互をその側面から突出
した開口連結部で連結したものにおいて、この突出した
開口連結部の周側に形成された開口部以外の外面ないし
前記のように突出した開口連結部によって形成される間
隙部にコンクリートまたはモルタルを充填することによ
り角型中空鋼部材ないしその側面から突出した開口連結
部がコンクリートなどの打設のための型枠として作用
し、又そうした間隙部に打設されたコンクリートなどが
上下方向においては柱として作用することとなり、しか
も水平方向においては梁として作用することとなる。特
に圧縮強度に優れたコンクリート等と、曲げ強度に優れ
た鋼部材などが結合一体化した構造となるので卓越した
強度が得られる。 地上構造物にあっては上記のように連結された複数個
の角型中空鋼部材における残余の壁面に採光、通風ない
し屋外出入のための開口部を設けることができることは
当然であり、地下構築物とされる場合においては前記の
ような鋼部材における残余の鋼部材壁面がそのまま防水
壁となって地下水などの侵入を完全に防止する。なおこ
の地下構築物とする場合において掘削は前記したような
各角型中空鋼部材1個毎を単位として行えばよいから比
較的容易となる。 地下、地上を通じて平易且つ単純に施工できるし、多
層構築物も単なる素材角型中空鋼部材の重合によって平
易且つ安定に構成される。 前記角型中空鋼部材は強固で不燃性であるだけでな
く、放射能遮蔽性などを有し、従って核シェルターのよ
うに防災避難設備として有効に作用する。 (実施例) 本発明によるものの具体的な実施態様を添附図面に示
すものについて説明すると、本発明においては第1〜3
図に示すように紙面に直交した方向を軸方向とした複数
個の角型中空鋼部材1を素材として用いるが、それらの
角型中空鋼部材1、1……の側面に開口部11を有する連
結部12を角型中空鋼部材1の外面に突出して形成し、こ
のような開口連結部12相互を接合して複数個の角型中空
鋼部材1、1……を接続する。なおこのような接続操作
を容易とし、又強固安定な連結を得るために各開口部11
の開口端に連結部12を折返して形成し、連結部相互をボ
ルトのような連結手段5で連結することが好ましい。角
型中空鋼部材1は高さが2m前後で、幅は適宜に高さより
大きいもの、あるいは小さいものを採用し得るが、前記
開口部11については上記した角型中空鋼部材1の開口連
結部12の形成された側面の長さの60%以上、95%程度ま
でのものとし、このように素材鋼部材1長さの60%を超
えた開口部11を形成することにより前述のように連結さ
れた各角型中空鋼部材1、1……の内部空間は実質的に
一体化して連結されたものとなり、中空鋼部材を単位素
材としたことによる狭隘感を解消することができる。対
向して連結された開口部11、11の何れか一方または双方
に引戸、ドア、アコーデオン式仕切材などの何れかを設
けることができる。 前記のように開口連結部12相互を連結したものにおい
て、少くともその開口部11、11の周側である角型中空鋼
部材1、1間の間隙部3にコンクリートまたはモルタル
を打設する。このような間隙部3に適宜に鉄骨または鉄
筋を配装してよいことは当然で、上記のようにして打設
されたコンクリートなどの打設層4は垂直方向において
は柱材としての機能をなし、又水平方向においては梁材
として作用するが、何れにしてもコンクリート等と中空
鋼部材等とが結合一体化した構造を形成する。前記連結
部12もこのような中空鋼部材とコンクリート等との結合
一体化に寄与する。 上記したような開口連結部12による接続は水平方向の
みならず、垂直方向においても採用でき、それによって
多層建築物が平易に構成される。地下構造とされる場合
において角型中空鋼部材自体が防水壁として作用するこ
とは当然であり、地上構築物となる場合には採光、通気
目的において窓のような開口部6を形成し、又適宜に出
入口7を設ける。 なお前記したようなコンクリートなどの打設によって
支柱部または梁部を形成するため、第3図に示すように
上記した開口部11以外においても角型中空鋼部材1のコ
ーナ部などに凹入部14を形成してよい。地下構築物とさ
れる場合においては角型中空鋼部材1の残部外面にもコ
ンクリート打設層を形成することができ、それによって
構築物を補強すると共に角型中空鋼部材の耐食性を向上
する。地上構造とされる場合においてはモルタルまたは
吹付塗装などを角型中空鋼部材1の外面に形成する。 本発明において採用する角型中空鋼部材についての変
形例の若干は別に第4図(a)〜(f)に示す通りであ
り、開口部11は適宜の側面に突出して形成することがで
きる。 本発明によるものの場合においては地上構造とする場
合にも屋根は本質的には不要であるが、外観体裁上適宜
に採用してもよい。頂面が簡易に屋上として利用され得
ることは明かで、防水施工などに殊更に苦心すべきもの
は何もない。内部空間において床面や天井面を取付け、
又壁面塗装することにより生活環境に適した雰囲気を形
成することができることは当然である。 「発明の効果」 以上説明したような本発明によるときは、施工性に優
れ、充分な強度を具備すると共に地下構造物ないし避難
設備としても有効に利用することができ、勿論居住空間
としての利用性においても卓越した構築物を適切に提供
し得るものであるから工業的にその効果の大きい発明で
ある。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] The present invention relates to a structure using a square hollow steel member, which is excellent in workability, has sufficient strength, and is effectively used as an underground structure or an evacuation facility. It is intended to provide a building that can be used as a living space and that has excellent usage. (Industrial application field) Various building or steel members for structures. (Prior art) Houses and other structures are indispensable facilities for securing a living space or a work space, and various methods have been proposed and practically used for the structure or construction. It is common to first set up a support member, such as a beam, and then attach the wall or ceiling and floor to the support member. In recent years, the use of concrete or mortar has become widespread. In this case, too, concrete according to the above-described method is constructed by forming a formwork, forming the above relationship, and arranging reinforcing bars and the like. And the mold is removed after curing. Of course, the basic construction method is the same as described above even if the man-hour is reduced by using a precast product. Recently, attention has been paid to using underground due to soaring land prices especially in urban areas, but this underground construction is more complicated than on the ground, and excavation is performed after connecting steel sheet piles. After the work space is secured, the construction is performed by the above-described method, and then the steel sheet piles are extracted and back-filled. (Problems to be Solved by the Invention) Regardless of the method of obtaining the above-mentioned conventional structure, the number of steps is large and the cost is high. That is, in the case of a ground structure, it is necessary to carefully carry out the foundation work in order to prepare and set up the columns. The installation and the subsequent setting of the floor, ceiling and wall require considerable construction time and man-hours, and are naturally expensive. In the case of a concrete structure, the same relationship as described above is required for the attachment of the steel frame, and the handling of the formwork is involved, which is more complicated than the above-described case in which the wooden structure is assumed. Also, it is necessary to sufficiently consider cracking and the like. Underground structures are basically different from above-ground structures, and are very difficult. That is, the excavation process, prevention of earth and sand collapse, countermeasures against groundwater, and the like are required, and even a concrete structure leaks water due to cracks, which requires extremely man-hours to solve the problem. (Constitution of the Invention) (Means for solving the problems) A plurality of rectangular hollow steel members are used, and the width of an opening connecting portion formed by projecting from the side surface of each of the rectangular hollow steel members is defined by the rectangular hollow member. 60 to 95% of the length of the side surface of the steel member where the opening connection portion is formed, and these square hollow steel members are connected by joining the above-described opening connection portions to each other, and thus connected. Concrete or mortar is filled into the gap between the square hollow steel members formed by the outer surfaces other than the above-described opening connection portions or the opening connection portions protruding as described above between the square hollow steel members to form a support structure. A structure using a square hollow steel member characterized by the above-mentioned. By using a plurality of square hollow steel members, for example,
A hollow steel member of about 2 m or about 3 m can be used, which makes it easy to carry it from a hollow steel member manufacturing plant to a construction site by truck or the like. By connecting a plurality of the square hollow steel members, a sufficient life or work space can be easily and freely formed in accordance with the floor space or construction conditions at each construction site. This is achieved by setting the width of the opening connecting portion projecting from the side surface of the rectangular hollow steel member to be 60 to 95% of the length of the side surface of the rectangular hollow steel member where the opening connecting portion is formed. The inside of the hollow steel member connected by the opening becomes an integrated space connected in a plane, and forms a space equivalent to an integrated structure for internal use. That is, even in the integrated structure, a proper partition wall must be formed between the respective chambers, and the opening that exceeds 60% of the length of the hollow steel member as a material is formed by a plurality of square hollow steel members. There is almost no hindrance in using the internal space of the integrated structure used. In the one in which the rectangular hollow steel members are connected to each other by the opening connecting portion protruding from the side surface as described above, the outer surface other than the opening formed on the peripheral side of the protruding opening connecting portion or projecting as described above By filling concrete or mortar into the gap formed by the opening connection part, the square hollow steel member or the opening connection part protruding from the side thereof acts as a formwork for placing concrete or the like. Concrete or the like cast in the section will act as a column in the vertical direction, and will act as a beam in the horizontal direction. In particular, since the structure has a structure in which concrete and the like having excellent compressive strength and steel members and the like having excellent bending strength are combined and integrated, excellent strength can be obtained. In the case of the above-ground structure, it is natural that the remaining wall surfaces of the plurality of square hollow steel members connected as described above can be provided with openings for lighting, ventilation, or entering and exiting the underground structure. In such a case, the remaining steel member wall surface of the steel member as described above serves as a waterproof wall as it is, thereby completely preventing intrusion of groundwater or the like. In the case of this underground structure, excavation is relatively easy, since it is sufficient to perform excavation for each rectangular hollow steel member as described above. It can be easily and simply constructed underground and above ground, and a multi-layered structure can be easily and stably constructed by simply superimposing a square hollow steel member. The rectangular hollow steel member is not only strong and nonflammable, but also has a radiation shielding property, and thus effectively functions as a disaster evacuation facility like a nuclear shelter. (Examples) Specific embodiments of the present invention will be described with reference to the accompanying drawings.
As shown in the figure, a plurality of rectangular hollow steel members 1 whose axial direction is perpendicular to the paper surface is used as a raw material, and the rectangular hollow steel members 1, 1,... The connecting portions 12 are formed so as to protrude from the outer surface of the square hollow steel member 1, and the opening connecting portions 12 are joined to connect the plurality of square hollow steel members 1, 1. In addition, in order to facilitate such a connection operation and to obtain a strong and stable connection, each opening 11
It is preferable that the connecting portion 12 is formed by folding back at the open end of the connecting portion, and the connecting portions are connected to each other by the connecting means 5 such as a bolt. The rectangular hollow steel member 1 may have a height of about 2 m and a width appropriately larger or smaller than the height, but the opening 11 is not limited to the opening connecting portion of the square hollow steel member 1 described above. The length of the side surface formed by 12 is 60% or more and up to about 95%, and thus the opening 11 is formed as described above by forming the opening 11 that exceeds 60% of the length of the material steel member 1. The interior space of each of the rectangular hollow steel members 1, 1,... Is substantially integrated and connected, and the sense of narrowness due to the hollow steel member as a unit material can be eliminated. Either one or both of the openings 11 and 11 connected to face each other may be provided with any of a sliding door, a door, an accordion-type partition member, and the like. As described above, concrete or mortar is cast into the gap 3 between the rectangular hollow steel members 1, 1 which is the peripheral side of the openings 11, 11 at the connection between the opening connecting portions 12. It is a matter of course that a steel frame or a reinforcing bar may be appropriately disposed in such a gap portion 3, and the cast layer 4 of concrete or the like cast as described above functions as a column material in the vertical direction. None, and acts as a beam in the horizontal direction, but in any case, forms a structure in which concrete or the like and a hollow steel member or the like are combined and integrated. The connecting portion 12 also contributes to the integration of such a hollow steel member with concrete or the like. The connection by the opening connecting portion 12 as described above can be employed not only in the horizontal direction but also in the vertical direction, whereby the multi-story building is configured easily. In the case of an underground structure, it is natural that the rectangular hollow steel member itself functions as a waterproof wall. When the structure is an above-ground structure, an opening 6 such as a window is formed for the purpose of lighting and ventilation. An entrance 7 is provided. In order to form the pillar or the beam by casting concrete or the like as described above, the recessed portion 14 is formed in the corner of the rectangular hollow steel member 1 and the like other than the opening 11 as shown in FIG. May be formed. In the case of an underground structure, a concrete casting layer can also be formed on the remaining outer surface of the square hollow steel member 1, thereby reinforcing the structure and improving the corrosion resistance of the square hollow steel member. In the case of a ground structure, mortar or spray coating is formed on the outer surface of the square hollow steel member 1. Some of the modifications of the square hollow steel member employed in the present invention are separately shown in FIGS. 4 (a) to 4 (f), and the opening 11 can be formed to project from an appropriate side surface. In the case of the present invention, the roof is essentially unnecessary even in the case of a ground structure, but may be appropriately adopted in appearance. It is clear that the top surface can easily be used as a rooftop, and there is nothing particularly difficult to waterproof. Attach the floor or ceiling in the interior space,
Naturally, an atmosphere suitable for a living environment can be formed by painting the wall. "Effects of the Invention" According to the present invention as described above, it is excellent in workability, has sufficient strength, and can be effectively used as an underground structure or evacuation facility, and of course, is used as a living space It is an invention that is industrially highly effective because it can appropriately provide an excellent construction in terms of sex.

【図面の簡単な説明】 図面は本発明の技術的内容を示すものであって、第1図
は本発明による構築物の水平的断面図、第2図は地上と
地下に亘って構築された場合の垂直的断面図、第3図は
角型中空鋼部材についての別の実施態様を示した説明
図、第4図は本発明において採用する角型中空鋼部材の
若干例を示した各平面図である。 然してこれらの図面において、1は角型中空鋼部材、3
は間隙部、4コンクリートなどの打設層、5はボルトな
どの連結手段、6は窓などの開口部、7は出入口、11は
開口部、12は連結部、14は凹入部を示すものである。
BRIEF DESCRIPTION OF THE DRAWINGS The drawings show the technical contents of the present invention. FIG. 1 is a horizontal sectional view of a structure according to the present invention, and FIG. FIG. 3 is an explanatory view showing another embodiment of the rectangular hollow steel member, and FIG. 4 is a plan view showing some examples of the rectangular hollow steel member used in the present invention. It is. However, in these drawings, 1 is a square hollow steel member, 3
Is a gap portion, 4 cast layers such as concrete, 5 is a connecting means such as a bolt, 6 is an opening such as a window, 7 is an entrance, 11 is an opening, 12 is a connecting portion, and 14 is a recessed portion. is there.

Claims (1)

(57)【特許請求の範囲】 1.複数個の角型中空鋼部材を用い、それら角型中空鋼
部材の側面に突出して形成された開口連結部の幅を該角
型中空鋼部材における前記開口連結部の形成された側面
の長さの60〜95%となし、これらの角型中空鋼部材を前
記した開口連結部相互を接合して連結し、このように連
結された角型中空鋼部材間における上記開口連結部以外
の外面ないし前記のように突出した開口連結部によって
形成される角型中空鋼部材間の間隙部にコンクリートま
たはモルタルを充填して支持構造部としたことを特徴と
する角型中空鋼部材を用いた構築物。
(57) [Claims] A plurality of square hollow steel members are used, and the width of the opening connection portion formed by projecting from the side surface of the square hollow steel member is set to the length of the side surface of the square hollow steel member where the opening connection portion is formed. 60% to 95% of the square hollow steel members are joined together by joining the above-described opening connecting portions to each other, and the outer surface or the other than the opening connecting portion between the square hollow steel members thus connected is connected. A structure using a rectangular hollow steel member, wherein concrete or mortar is filled in a gap between the rectangular hollow steel members formed by the protruding opening connecting portions to form a support structure.
JP31529887A 1987-12-15 1987-12-15 Buildings using square hollow steel members Expired - Lifetime JP2717129B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31529887A JP2717129B2 (en) 1987-12-15 1987-12-15 Buildings using square hollow steel members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31529887A JP2717129B2 (en) 1987-12-15 1987-12-15 Buildings using square hollow steel members

Publications (2)

Publication Number Publication Date
JPH01158135A JPH01158135A (en) 1989-06-21
JP2717129B2 true JP2717129B2 (en) 1998-02-18

Family

ID=18063710

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31529887A Expired - Lifetime JP2717129B2 (en) 1987-12-15 1987-12-15 Buildings using square hollow steel members

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Country Link
JP (1) JP2717129B2 (en)

Also Published As

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JPH01158135A (en) 1989-06-21

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