JP2005060927A - Dome house, method of constructing the same, and segment grooving device - Google Patents

Dome house, method of constructing the same, and segment grooving device Download PDF

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JP2005060927A
JP2005060927A JP2003206895A JP2003206895A JP2005060927A JP 2005060927 A JP2005060927 A JP 2005060927A JP 2003206895 A JP2003206895 A JP 2003206895A JP 2003206895 A JP2003206895 A JP 2003206895A JP 2005060927 A JP2005060927 A JP 2005060927A
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dome
segment
shaped
arc
steel
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JP4171677B2 (en
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Akio Akahori
明夫 赤堀
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SUN LIFE KK
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SUN LIFE KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a dome house which is simple in structure, good in workability, and low in costs. <P>SOLUTION: In construction of the dome house, lower ends of five arcuate steel members, for instance, are arranged on a dome circumferential base, and upper ends of the same are converged to a converging member 4 arranged at a dome top portion, to thereby form a birdcaged dome skeleton 6. Then ten curved sectoral segments 3, for instance, each formed of foamed plastic, are circumferentially arranged to form an almost semi-spherical dome wall body 2. At this time, the arcuate steel member 7 is arranged at every other segment 3, for instance, and the dome house 1 is constructed in this manner. The dome house is very simple in structure, easy to construct, and low in construction cost. Further the dome house is relatively easy to transport, and therefore it can be easily constructed even in an area where transportation etc. of building materials are under limiting conditions. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明に属する技術分野】
この発明は、ド−ムハウスおよびその構築方法、および、ド−ムハウスに用いるセグメントの溝加工装置に関する。
【0002】
【従来の技術】
従来より、居住用のド−ムハウスを構築する方法として、曲面扇形状のプレキャストコンクリートを複数個連接して半球状に構築する方法(特開平10−61014号)、上から見て正八角形をなす壁の八つの各壁面を、多数の横長の板材を積み上げ連結して木造ド−ムハウスを構築する方法(特開平10−317479号)等、種々の工法がある。
【0003】
【特許文献1】
特開平10−61014号
【特許文献2】
特開平10−317479号
【0004】
【発明が解決しようとする課題】
ド−ムハウスは、一般には、日常生活のための居住の用途ではなく、リゾート地における宿泊等のような用途に供されることが多い。このため、施工が容易なこと、コストが安いこと、資材の搬入等に制約のある場所にも容易に構築できること等が要求される。しかし、従来の曲面扇形状のプレキャストコンクリートによる工法は、重量が大で、運搬が容易でなく、施工も簡単とは言えず、コストも高く、上記の要求に応えられない。また、多数の細長い板材を積み上げ連結する木造ド−ムハウス構築方法も、極めて煩雑であり、上記の要求に応えられない。
【0005】
本発明は上記事情に鑑みてなされたもので、施工が容易で、コストが安く済み、資材の搬入等に制約のある場所にも容易に構築することが可能なド−ムハウス、およびその構築方法、および、そのド−ムハウスに用いる発泡プラスチック製のセグメントに溝を形成するセグメント溝加工装置を提供することを目的とする。
【0006】
【課題を解決するための手段】
上記課題を解決する請求項1の発明のド−ムハウスは、略半球状のドーム壁体を形成するように円周方向に連続配置された、発泡プラスチックからなる複数の曲面扇形状のセグメントと、ドーム頂点部に設けた集束部材に上端部が連結され下端部がドーム円周基礎に固定されてドーム骨組みとなる複数の弧状鋼材とを備え、前記弧状鋼材は、少なくとも一部のセグメントの内面側の幅方向中央の経線方向に形成した鋼材嵌合溝に嵌合していることを特徴とする。
【0007】
請求項2の発明のド−ムハウスは、略半球状のドーム壁体を形成するように円周方向に連続配置された、発泡プラスチックからなる少なくとも6つ以上の曲面扇形状のセグメントと、ドーム頂点部に設けた集束部材に上端部が連結され下端部がドーム円周基礎に固定されてドーム骨組みとなる3本以上の弧状鋼材とを備え、前記弧状鋼材は、1つ置きのセグメントの内面側の幅方向中央の経線方向に形成した鋼材嵌合溝に嵌合していることを特徴とする。
【0008】
請求項3は、請求項1のド−ムハウスにおいて、各弧状鋼材間を水平円周方向に連結する補強用鋼材梁を設けたことを特徴とする。
【0009】
請求項4は、請求項1のド−ムハウスにおいて、セグメントからなるドーム壁体の外面にモルタルを塗布したことを特徴とする。
【0010】
請求項5の発明は、請求項1のド−ムハウスを構築するド−ムハウスの構築方法であって、
予め各弧状鋼材について、ドーム頂点部に設けた集束部材に上端部を連結し下端部をドーム円周基礎に固定して鳥篭状のドーム骨組みを形成し、次いで、前記ドーム骨組みの上から、各セグメントを円周方向に連接させるとともに、内面に鋼材嵌合溝を持つセグメントについては、その鋼材嵌合溝に弧状鋼材が嵌合するように弧状鋼材の上に配置して、略半球状のドーム壁体を形成することを特徴とする。
【0011】
請求項6の発明は、請求項1のド−ムハウスにおける発泡プラスチック製の曲面扇形状のセグメントの内面に鋼材嵌合溝を形成するためのセグメント溝加工装置であって、
セグメントの鋼材嵌合溝の形状に合わせた形状の電熱線を設けた切断機を、セグメントの内面の経線方向に沿って配置した弧状レールに移動可能に設けたことを特徴とする。
【0012】
【発明の実施の形態】
図1は本発明の一実施形態のド−ムハウス1の正面図、図2は同平面図、図3は図2のA−A断面図、図4は上記ド−ムハウス1のドーム骨組み6およびドーム円周基礎5を示した平面図である。これらの図に示すように、このド−ムハウス1は、略半球状のドーム壁体2を形成するように円周方向に連続配置された発泡プラスチックからなる10個の曲面扇形状のセグメント3と、ドーム頂点部に設けた集束部材4に上端部が連結され下端部がドーム円周基礎5に固定されてドーム骨組み6となる5本の弧状鋼材7とを備えている。実施形態のセグメント3は、厚み200mmの発泡ポリスチレン、弧状鋼材7は100×100×6×8mmのH形鋼である。
【0013】
各セグメント3は図5(イ)に斜視図で示すように、略球面の一部を形成する曲面扇形状であり。図2に示すように、前記10個のセグメント3のうちの1つ置きの5つのセグメント3については、図5にも示すように、その内面側の幅方向中央の経線方向にコ字形の鋼材嵌合溝8を形成しており、前記弧状鋼材7は、この1つ置きのセグメント3の前記鋼材嵌合溝8内に嵌合している。鋼材嵌合溝8を持つ鋼材嵌合用セグメント3を図2、図5等では3(A)で示す。また、残りのセグメント3のうちの1つはドア10を装着できる構造のドア用セグメント3(B)、3つは窓11を装着できる構造の窓用セグメント3(C)である。セグメント3の両側縁には、図5(イ)、(ロ)にも示すように、隣接するもの同士が互いに噛み合う段差部3a、3bを形成している。また、セグメント3の下端部には内側に突出する突出部3cを形成している。
【0014】
ド−ムハウス1の頂部の構造を説明すると、実施形態の集束部材4は発泡ポリスチレン製であり、図6にも示すように、合わせた時に周溝4aを形成する上下二分割構造(両分割片を14、15で示す)のリング状をなしている。図7に下側の分割片15のみを斜視図で示す。弧状鋼材7の上端部を集束部材4に取り付けるための取付金具16は、集束部材4の周溝4aに嵌合する鋼板製リング16aの外周にブラケット16bを溶接固定した構成である。取付金具16の鋼板製リング16aを、下側の分割片15の外周に嵌合させ、前記ブラケット16bに弧状鋼材7の上端部をボルト17で連結し、次いで、上側の分割片14を上から被せて、両分割片14、15で弧状鋼材7の先端部を上下から挟み付ける。両分割片14、15は例えば接着剤で接合するとよい。また、集束部材4の上端面にガラス19を嵌めこんでいる。
【0015】
ド−ムハウス1の基礎構造について説明すると、セグメント3および弧状鋼材7の脚部は、図4に示したように、複数の基礎ユニット21を円周方向に接続したリング状のドーム円周基礎5の上に乗る。各基礎ユニット21は、弧状をなすプレキャストコンクリートであり、図8、図9に示したように、背の低いL形断面の基礎ユニット本体22とこの基礎ユニット本体22の底部先端にボルト24で固定されて、基礎ユニット本体22とともにコ字形溝21aを形成する押さえ板23とからなる。隣接する基礎ユニット21同士は、図8(イ)に示すように、連結プレート25、26をそれぞれにボルト27で固定することで連結される。
【0016】
また、図9にも示すように、弧状鋼材7の下端にはベースプレート28が溶接固定されており、また、地盤に打設した打設コンクリート基礎31にアンカーボルト32が埋め込まれており、打設コンクリート基礎31上に基礎ユニット本体22を配置し、その上に置いた弧状鋼材7の下端のベースプレート28を基礎ユニット本体22とともにアンカーボルト32にナットで締付けて、打設コンクリート基礎31に固定する。各セグメント3は、基礎ユニット21の連結個所が中央にくるように基礎ユニット21上に配置する(図2と図4とを対比参照)。したがって、各弧状鋼材7のベースプレート28は、隣接する基礎ユニット21に跨った状態で固定される。これにより、構造物としての強度が向上する。
【0017】
上記のド−ムハウス1を構築する場合、まず、地盤に円周状に溝を掘りコンクリートを打設して打設基礎コンクリート31を施工する。次いで、打設コンクリート基礎31上で基礎ユニット21を図4のように円周方向に配置してドーム円周基礎5を設置する。その際、隣接する基礎ユニット21同士は、貫通するボルト27で固定される連結プレート25、26で連結する(図8(イ)参)。次いで、5本の弧状鋼材7について、クレーンで吊りながら、それぞれ下端のベースプレート28を基礎ユニット21上に置き、前述のようにしてアンカーボルト32にナットで締め付け固定し、一方、弧状鋼材7の上端部は集束部材4の下側の分割片15に嵌合させた取付金具16のブラケット16bにボルト17で固定して、鳥篭状のドーム骨組み6を組み立てる。次いで、10個のセグメント3についてクレーンで吊りながら、それぞれ下端部を基礎ユニット21のコ字形溝21aに置き上端部を集束部材4の下側の分割片15に集めつつ円周方向に並べて、半球状のドーム壁体2を形成する。その際、鋼材嵌合溝8を持つ5つセグメント3(3A)を1つ置きに配して、その鋼材嵌合溝8に弧状鋼材7が嵌合するように弧状鋼材7上に設置する。詳細は省略するが、ドア用のセグメント3(3B)にドア10を取り付け、窓用のセグメント3(3C)に窓11を取り付ける。なお、上述では説明しなかったが、実際には図10に示すように、セグメント3の外面に防火用のモルタル34を塗布する。
【0018】
上記の実施形態では、ドーム骨組みを経線方向の弧状鋼材7のみで構成したが、図11に示すように、弧状鋼材7間を水平円周方向に連結する補強用鋼製梁35を必要に応じて設けてもよい。図示例では補強用鋼製梁35を下方部と上方部との2箇所に設けている。但し、ドア用のセグメント3の部分には補強用鋼製梁35は設けない。この補強用鋼製梁35はH形鋼、山形鋼、フラットバー、軽量形鋼、アングル材その他任意である。補強用鋼製梁35と弧状鋼材7との連結はボルト接合とするとよいが、特に限定されない。
【0019】
上記のように水平円周方向の補強用鋼製梁35を設けることで、ドーム骨組みの強度を効率的に向上させることができる。また、円周方向の補強用鋼材梁35をドーム室内の機器備品取り付けの用途にも利用できる。また、弧状鋼材7が配置されないセグメント3に対して有効な補強となる。
【0020】
図12〜図15に上記のセグメント3に鋼材嵌合溝8を形成するセグメント溝加工装置40を示す。このセグメント溝加工装置40は、図12に示すように、セグメント3に形成すべきコ字形の鋼材嵌合溝8に合わせた形状のコ字形の電熱線41を持つ切断機42を、セグメント3の内面の経線方向に沿って配置した弧状レール43に移動可能に設けた構成である。図13、図14に示すように、前記弧状レール43は、カーテンレールの如きC形断面の2本のレール材43aを平行に並べ連結プレート43bで溶接連結した構成である。前記切断機42は、ボックス状の台座45の下面に前記コ字形の電熱線41を下方に突出するように取り付け、コ字形の電熱線41の内側に、前記弧状レール43の各レール材43a内を走行するキャスタ46を設けた構成である。前記キャスタ46は、台座45の下面に固定した2つの山形鋼47にそれぞれ固定した取付プレート48に取り付けている。49は100V交流電源に接続する電源コード(先端のプラグは図示略)、50は電熱線41に通電するスイッチ、51は内蔵する電力調整器のボリュームつまみ、52は取っ手である。電熱線41は、図15に示すように、2mmφの鉄線41aの外周にガラス被覆41bを形成し、その外周に電熱線本体としてのニクロム線41cを螺旋巻きした構造である。
【0021】
上記のセグメント溝加工装置40でセグメント3に鋼材嵌合溝8を形成する場合、セグメント3の幅方向中央位置の経線方向に沿って弧状レール43を固定的に配置し、スイッチ50を入れて電熱線41を加熱させた切断機42を弧状レール43に沿ってセグメント3の一端から他端側に向かって移動させると、電熱線41の部分が溶融してコ字形の切込みが生じ、他端に到達した後、セグメント3の電熱線内側にある矩形部分3dを除去すると、鋼材嵌合溝8が形成される。
【0022】
このセグメント溝加工装置40によれば、サイズの大きなセグメント3に対して、特に取り扱いの困難性なく、また作業者1人で能率的に鋼材嵌合溝8を形成することができる。
【0023】
上述の実施形態のようにド−ムハウス1のドーム壁体2は10個のセグメント3で構成するのが適切であり、そして、それらのセグメント3の1つ置き毎に弧状鋼材7を配置することが適切であるが、必ずしもその場合に限定されない。セグメント3が9個以下、あるいは11個以上であってもよい。また、弧状鋼材7を1つ置きのセグメント3に対応させる場合に限らず、必要に応じて適宜のセグメント3に弧状鋼材7を対応させることができる。また、弧状鋼材は実施形態のようなH形鋼が適切であるが、溝形鋼その他の鋼材を用いることができる、また、セグメントに設ける鋼材嵌合溝は鋼材の形状に合わせるので、通常はコ字形溝となるが、必ずしもそれに限定されない。
【0024】
また、本発明において弧状鋼材の上端部を集束する集束部材の構造は実施形態のものに限らず、適宜設計変更することができる。また、ドーム円周基礎についても、実施形態の構成に限定されない。例えば、実施形態のような基礎ユニット21を用いずに、弧状鋼材7の下端のベースプレートを現場打設のコンクリート基礎に直接固定することも可能である。
【0025】
【発明の効果】
本発明のド−ムハウスによれば、複数の弧状鋼材の下端部をドーム円周基礎に配置し上端部をドーム頂点部に設けた集束部材に集束して鳥篭状のドーム骨組みを形成し、その上から発泡プラスチックからなる複数の曲面扇形状のセグメントを円周方向に配置して略半球状のドーム壁体を形成するという簡単な手順で、ド−ムハウスを構築できる。構造がきわめてシンプルで、施工がきわめて容易であり、施工コストが安く済む。また、発泡プラスチック製のセグメントおよび弧状鋼材という構成部材自体が単純なものなので、部材自体が安価であり、この点でも安価に構築できる。また、発泡プラスチックのセグメントは軽量でありまた弧状鋼材もそれほど重量大とはならないので、運搬が比較的容易であり、資材の搬入等に制約のある場所にも容易に構築できる。このように、リゾート地における宿泊施設等の用途としてきわめて適切である。
【0026】
また、請求項2のように、セグメントの1つ置きに弧状鋼材を配置する構成によれば、骨組み強度を確保することと施工性とを適切に満たすことができる。
【0027】
請求項3のように、弧状鋼材間を連結する水平円周方向の補強用鋼材梁を設けると、ドーム骨組みの強度を効率的に向上させることができる。また、円周方向の補強用鋼材梁がドーム室内の機器備品取り付けにも利用できる。また、弧状鋼材をセグメントの1つ置きに配置する場合には、弧状鋼材が配置されないセグメントに対して有効な補強となる。
【0028】
請求項6のセグメント溝加工装置によれば、サイズの大きいセグメントに対して、特に取り扱いの困難性なく、また作業者1人で能率的に鋼材嵌合溝を形成することができる。
【図面の簡単な説明】
【図1】本発明の一実施形態のド−ムハウスの正面図である。
【図2】図1のド−ムハウスの平面図である。
【図3】図2のA−A断面図である。
【図4】上記ド−ムハウスの施工における、ドーム骨組みを組み立てた段階の平面図である。
【図5】上記ド−ムハウスに用いる発泡プラスチック製のセグメントを示すもので、(イ)は1つのセグメントの斜視図、(ロ)はセグメントの接続状態を示した水平断面図である。
【図6】上記ド−ムハウスにおける頂部近傍を示すもので、(イ)はセグメントを省いた頂部近傍の平面図、(ロ)はセグメントを含めた状態の(イ)のD−D断面図である。
【図7】図6における二つ割構造の集束部材の下側の分割片の斜視図である。
【図8】ド−ムハウスの基礎ユニットを示すもので、(イ)は平面図、(ロ)は正面図、(ハ)は(イ)のB矢視図である。
【図9】上記ド−ムハウスの弧状鋼材の脚部近傍を示すもので、(イ)は縦断面図、(ロ)は(イ)のC−C水平断面図である。
【図10】セグメントの外面にモルタルを塗布した状態で示したド−ムハウスの一部切欠正面図である。
【図11】弧状鋼材間に水平円周方向の補強用鋼材を設けた実施形態を示す図(図3に対応する図)である。
【図12】セグメント溝加工装置で上記セグメントに溝を加工を施している状況を示す斜視図である。
【図13】上記セグメント溝加工装置における切断機の正面図である。
【図14】図13の側面図である。
【図15】図13の切断機における電熱線の構造説明図である。
【符号の説明】
1 ド−ムハウス
2 ドーム壁体
3 セグメント
3a、3b 段差部
3c 突起部
3d 電熱線内部の矩形部分
4 集束部材
4a 周溝
5 ドーム円周基礎
6 ドーム骨組み
7 弧状鋼材
8 鋼材嵌合溝
10 ドア
11 窓
14、15 分割片
16 取付金具
16a 鋼板製リング
16b ブラケット
17 ボルト
19 ガラス
21 基礎ユニット
21a コ字形溝
22 基礎ユニット本体
23 押さえ板
24、27 ボルト
25、26 連結プレート
28 ベースプレート
31 打設コンクリート基礎
32 アンカーボルト
34 モルタル
40 セグメント溝加工装置
41 電熱線
41a 鉄線
41b ガラス被覆
41c ニクロム線
42 切断機
43 弧状レール
43a レール材
43b 連結プレート
45 台座
46 キャスタ
47 山形鋼
48 取付プレート
49 電源コード
50 スイッチ
51 ボリュームつまみ
52 取っ手
[0001]
[Technical field belonging to the invention]
The present invention relates to a dome house, a construction method thereof, and a segment grooving apparatus used in the dome house.
[0002]
[Prior art]
Conventionally, as a method for constructing a residential dome house, a method of constructing a hemisphere by connecting a plurality of curved fan-shaped precast concretes (Japanese Patent Laid-Open No. 10-61014), a regular octagon as viewed from above. There are various methods such as a method of constructing a wooden dome house by stacking and connecting a plurality of horizontally long plates on each of the eight wall surfaces (Japanese Patent Laid-Open No. 10-317479).
[0003]
[Patent Document 1]
JP-A-10-61014 [Patent Document 2]
JP-A-10-317479 [0004]
[Problems to be solved by the invention]
In general, a dome house is often used for a purpose such as accommodation in a resort area, not a residential use for daily life. For this reason, it is required that the construction is easy, the cost is low, and it is possible to easily construct a place where there is a restriction in carrying in materials or the like. However, the conventional method using a curved fan-shaped precast concrete is heavy, is not easy to transport, is not easy to construct, is expensive, and cannot meet the above requirements. In addition, a wooden dome house construction method in which a large number of elongated plate members are stacked and connected is extremely complicated and cannot meet the above requirements.
[0005]
The present invention has been made in view of the above circumstances, and is a dome house that can be easily constructed even in a place where the construction is easy, the cost is low, and there are restrictions on the carrying-in of materials, and the construction method thereof Another object of the present invention is to provide a segment groove processing apparatus for forming a groove in a foam plastic segment used in the dome house.
[0006]
[Means for Solving the Problems]
The dome house of the invention of claim 1 which solves the above-mentioned problem, a plurality of curved fan-shaped segments made of foamed plastic, continuously arranged in the circumferential direction so as to form a substantially hemispherical dome wall, A plurality of arcuate steel members that form a dome frame with an upper end connected to a converging member provided at the apex of the dome and a lower end fixed to the dome circumferential foundation, and the arcuate steel is on the inner surface side of at least some segments It fits in the steel material fitting groove formed in the meridian direction of the center of the width direction.
[0007]
The dome house of the invention of claim 2 includes at least six curved fan-shaped segments made of foamed plastic, which are continuously arranged in the circumferential direction so as to form a substantially hemispherical dome wall, and a dome apex. Three or more arc-shaped steel members that form a dome framework with the upper end connected to the converging member provided at the upper part and the lower end fixed to the dome circumferential foundation, and the arc-shaped steel is the inner surface side of every other segment It fits in the steel material fitting groove formed in the meridian direction of the center of the width direction.
[0008]
According to a third aspect of the present invention, in the dome house of the first aspect, a reinforcing steel beam for connecting the arcuate steel materials in the horizontal circumferential direction is provided.
[0009]
According to a fourth aspect of the present invention, in the dome house of the first aspect, mortar is applied to the outer surface of the dome wall body formed of the segments.
[0010]
The invention of claim 5 is a dome house construction method for constructing the dome house of claim 1,
For each arc-shaped steel material, the upper end is connected to the converging member provided at the apex of the dome in advance and the lower end is fixed to the dome circumferential foundation to form a birdcage-shaped dome frame, and then from above the dome frame, The segments are connected in the circumferential direction, and the segments with steel fitting grooves on the inner surface are arranged on the arcuate steel so that the arcuate steel fits into the steel fitting grooves. A wall is formed.
[0011]
The invention of claim 6 is a segment groove processing device for forming a steel material fitting groove on the inner surface of a curved fan-shaped segment made of foamed plastic in the dome house of claim 1,
A cutting machine provided with a heating wire shaped to match the shape of the steel fitting groove of the segment is provided movably on an arc-shaped rail arranged along the meridian direction of the inner surface of the segment.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
1 is a front view of a dome house 1 according to an embodiment of the present invention, FIG. 2 is a plan view of the dome house, FIG. 3 is a cross-sectional view taken along the line AA of FIG. It is the top view which showed the dome circumference foundation 5. As shown in these drawings, the dome house 1 includes ten curved fan-shaped segments 3 made of foamed plastic continuously arranged in a circumferential direction so as to form a substantially hemispherical dome wall 2. And 5 arc-shaped steel members 7 which are connected to the converging member 4 provided at the dome apex portion and whose upper end portion is connected to the dome circumferential base 5 and whose lower end portion is fixed to the dome circumferential base 5. The segment 3 of the embodiment is a foamed polystyrene having a thickness of 200 mm, and the arc-shaped steel material 7 is an H-shaped steel having a size of 100 × 100 × 6 × 8 mm.
[0013]
Each segment 3 has a curved fan shape that forms a part of a substantially spherical surface, as shown in a perspective view in FIG. As shown in FIG. 2, for every other five segments 3 of the ten segments 3, as shown in FIG. 5, a U-shaped steel material in the meridian direction in the center in the width direction on the inner surface side. A fitting groove 8 is formed, and the arcuate steel material 7 is fitted in the steel material fitting groove 8 of this alternate segment 3. A steel material fitting segment 3 having a steel material fitting groove 8 is indicated by 3 (A) in FIGS. Further, one of the remaining segments 3 is a door segment 3 (B) having a structure in which the door 10 can be mounted, and three are a window segment 3 (C) having a structure in which the window 11 can be mounted. On both side edges of the segment 3, as shown in FIGS. 5 (a) and 5 (b), stepped portions 3a and 3b are formed in which adjacent ones mesh with each other. A projecting portion 3 c that projects inward is formed at the lower end of the segment 3.
[0014]
The structure of the top of the dome house 1 will be described. The focusing member 4 of the embodiment is made of expanded polystyrene, and as shown in FIG. 6, as shown in FIG. 14 and 15). FIG. 7 is a perspective view showing only the lower divided piece 15. The fitting 16 for attaching the upper end portion of the arcuate steel material 7 to the converging member 4 has a configuration in which a bracket 16b is welded and fixed to the outer periphery of a steel plate ring 16a fitted in the peripheral groove 4a of the converging member 4. A steel plate ring 16a of the mounting bracket 16 is fitted to the outer periphery of the lower divided piece 15, the upper end of the arcuate steel material 7 is connected to the bracket 16b with a bolt 17, and then the upper divided piece 14 is connected from above. The top end of the arc-shaped steel material 7 is sandwiched from above and below by the two divided pieces 14 and 15. Both the split pieces 14 and 15 are preferably joined with an adhesive, for example. Further, a glass 19 is fitted into the upper end surface of the focusing member 4.
[0015]
The base structure of the dome house 1 will be described. As shown in FIG. 4, the leg portions of the segment 3 and the arc-shaped steel material 7 include a ring-shaped dome circumferential foundation 5 in which a plurality of foundation units 21 are connected in the circumferential direction. Get on top. Each base unit 21 is arc-shaped precast concrete. As shown in FIGS. 8 and 9, the base unit main body 22 having a low L-shaped cross section is fixed to the bottom end of the base unit main body 22 with a bolt 24 as shown in FIGS. The presser plate 23 forms a U-shaped groove 21 a together with the base unit main body 22. Adjacent base units 21 are connected to each other by fixing connecting plates 25 and 26 with bolts 27 as shown in FIG.
[0016]
Further, as shown in FIG. 9, a base plate 28 is welded and fixed to the lower end of the arc-shaped steel material 7, and anchor bolts 32 are embedded in a cast concrete foundation 31 cast on the ground. The base unit main body 22 is arranged on the concrete foundation 31, and the base plate 28 at the lower end of the arcuate steel material 7 placed thereon is fastened with the anchor bolt 32 together with the base unit main body 22 with a nut and fixed to the cast concrete foundation 31. Each segment 3 is arranged on the base unit 21 so that the connecting portion of the base unit 21 is in the center (see FIG. 2 and FIG. 4 for comparison). Therefore, the base plate 28 of each arcuate steel material 7 is fixed in a state of straddling the adjacent base units 21. Thereby, the intensity | strength as a structure improves.
[0017]
When constructing said dome house 1, first, the foundation concrete 31 is constructed by digging a circumferential groove in the ground and placing concrete. Next, the foundation unit 21 is arranged in the circumferential direction as shown in FIG. 4 on the placing concrete foundation 31 to install the dome circumferential foundation 5. At that time, adjacent base units 21 are connected by connecting plates 25 and 26 fixed by penetrating bolts 27 (see FIG. 8 (a)). Next, for the five arcuate steel members 7, the base plate 28 at the lower end is placed on the foundation unit 21 while being suspended by a crane, and is fastened and fixed to the anchor bolts 32 with nuts as described above. The part is fixed to the bracket 16b of the mounting bracket 16 fitted to the lower divided piece 15 of the converging member 4 with a bolt 17, and the birdcage-shaped dome frame 6 is assembled. Next, while suspending the ten segments 3 with a crane, the lower end portions are respectively placed in the U-shaped grooves 21a of the base unit 21 and the upper end portions are arranged in the circumferential direction while being collected in the divided pieces 15 on the lower side of the converging member 4. A dome-shaped wall 2 is formed. At that time, every other five segments 3 (3A) having the steel material fitting grooves 8 are arranged and installed on the arc-shaped steel material 7 so that the arc-shaped steel materials 7 are fitted into the steel material fitting grooves 8. Although details are omitted, the door 10 is attached to the segment 3 (3B) for the door, and the window 11 is attached to the segment 3 (3C) for the window. Although not described above, in practice, as shown in FIG. 10, a mortar 34 for fire prevention is applied to the outer surface of the segment 3.
[0018]
In the above embodiment, the dome frame is composed only of the arcuate steel material 7 in the meridian direction. However, as shown in FIG. 11, the reinforcing steel beam 35 that connects the arcuate steel materials 7 in the horizontal circumferential direction is provided as necessary. May be provided. In the illustrated example, reinforcing steel beams 35 are provided at two locations, a lower portion and an upper portion. However, the reinforcing steel beam 35 is not provided in the segment 3 for the door. This reinforcing steel beam 35 is H-shaped steel, angle steel, flat bar, light-weight shaped steel, angle material, and other arbitrary ones. The connection between the reinforcing steel beam 35 and the arcuate steel material 7 may be bolted, but is not particularly limited.
[0019]
By providing the reinforcing steel beam 35 in the horizontal circumferential direction as described above, the strength of the dome frame can be efficiently improved. Further, the steel beam 35 for reinforcement in the circumferential direction can also be used for mounting equipment fixtures in the dome room. Moreover, it becomes effective reinforcement with respect to the segment 3 in which the arc-shaped steel material 7 is not arrange | positioned.
[0020]
12 to 15 show a segment groove processing device 40 for forming the steel material fitting groove 8 in the segment 3 described above. As shown in FIG. 12, the segment groove processing apparatus 40 is configured to connect a cutting machine 42 having a U-shaped heating wire 41 having a shape matching the U-shaped steel fitting groove 8 to be formed in the segment 3 to the segment 3. It is the structure provided so that it could move to the arc-shaped rail 43 arrange | positioned along the meridian direction of an inner surface. As shown in FIGS. 13 and 14, the arc-shaped rail 43 has a configuration in which two rail members 43a having a C-shaped cross section such as a curtain rail are arranged in parallel and welded by a connecting plate 43b. The cutting machine 42 is attached to the lower surface of a box-shaped pedestal 45 so that the U-shaped heating wire 41 protrudes downward, and inside the U-shaped heating wire 41, inside each rail member 43a of the arc-shaped rail 43. It is the structure which provided the caster 46 which drive | works. The casters 46 are attached to attachment plates 48 fixed to two angle steels 47 fixed to the lower surface of the base 45. 49 is a power cord for connecting to a 100V AC power source (the plug at the tip is not shown), 50 is a switch for energizing the heating wire 41, 51 is a volume knob of a built-in power regulator, and 52 is a handle. As shown in FIG. 15, the heating wire 41 has a structure in which a glass coating 41b is formed on the outer periphery of a 2 mmφ iron wire 41a and a nichrome wire 41c as a heating wire body is spirally wound on the outer periphery.
[0021]
When the steel material fitting groove 8 is formed in the segment 3 by the segment groove processing device 40 described above, the arc-shaped rail 43 is fixedly arranged along the meridian direction at the center position in the width direction of the segment 3, and the switch 50 is turned on to turn on the electric power. When the cutting machine 42 that has heated the hot wire 41 is moved along the arc-shaped rail 43 from one end of the segment 3 toward the other end, the portion of the heating wire 41 is melted to form a U-shaped cut, After arriving, when the rectangular portion 3d inside the heating wire of the segment 3 is removed, the steel material fitting groove 8 is formed.
[0022]
According to this segment groove processing apparatus 40, the steel material fitting groove 8 can be efficiently formed by one operator with no difficulty in handling the segment 3 having a large size.
[0023]
It is appropriate that the dome wall 2 of the dome house 1 is composed of ten segments 3 as in the above-described embodiment, and an arc steel material 7 is arranged for every other segment 3. Is appropriate, but not necessarily limited to that case. The number of segments 3 may be 9 or less, or 11 or more. Moreover, not only when making the arc-shaped steel material 7 respond | correspond to every other segment 3, but the arc-shaped steel material 7 can be made to respond | correspond to the appropriate segment 3 as needed. In addition, although the H-shaped steel as in the embodiment is suitable for the arc-shaped steel material, groove-shaped steel or other steel materials can be used, and the steel material fitting groove provided in the segment matches the shape of the steel material. Although it becomes a U-shaped groove | channel, it is not necessarily limited to it.
[0024]
In the present invention, the structure of the converging member for converging the upper end of the arc-shaped steel material is not limited to that of the embodiment, and the design can be changed as appropriate. Further, the dome circumferential foundation is not limited to the configuration of the embodiment. For example, it is also possible to directly fix the base plate at the lower end of the arc-shaped steel material 7 to the concrete foundation placed in the field without using the foundation unit 21 as in the embodiment.
[0025]
【The invention's effect】
According to the dome house of the present invention, the lower end portions of a plurality of arc-shaped steel materials are arranged on the base of the dome circumference, and the upper end portions are converged on a converging member provided at the dome apex portion to form a birdcage-like dome frame, A dome house can be constructed by a simple procedure of arranging a plurality of curved fan-shaped segments made of foamed plastic from the top in the circumferential direction to form a substantially hemispherical dome wall. Construction is very simple, construction is very easy, and construction costs are low. Further, since the structural members themselves, such as the segments made of foamed plastic and the arc-shaped steel material, are simple, the members themselves are inexpensive, and in this respect as well, they can be constructed inexpensively. In addition, since the foamed plastic segment is light and the arc-shaped steel material is not so heavy, it can be transported relatively easily and can be easily constructed even in places where there are restrictions on loading of materials. Thus, it is extremely suitable as an application for accommodation facilities in resort areas.
[0026]
Moreover, according to the structure which arrange | positions an arc-shaped steel material for every other segment like Claim 2, it can satisfy | fill appropriately frame | frame strength and workability | operativity.
[0027]
If the steel beam for reinforcement of the horizontal circumferential direction which connects between arc-shaped steel materials is provided like Claim 3, the intensity | strength of a dome frame can be improved efficiently. In addition, circumferential reinforcing steel beams can be used to install equipment in the dome room. Moreover, when arrange | positioning an arc-shaped steel material for every other segment, it becomes effective reinforcement with respect to the segment by which an arc-shaped steel material is not arrange | positioned.
[0028]
According to the segment groove processing apparatus of the sixth aspect, the steel material fitting groove can be efficiently formed by one operator without difficulty in handling a large segment.
[Brief description of the drawings]
FIG. 1 is a front view of a dome house according to an embodiment of the present invention.
FIG. 2 is a plan view of the dome house of FIG. 1;
3 is a cross-sectional view taken along the line AA in FIG.
FIG. 4 is a plan view of a stage where a dome frame is assembled in the construction of the dome house.
FIGS. 5A and 5B show a foam plastic segment used in the dome house, wherein FIG. 5A is a perspective view of one segment, and FIG. 5B is a horizontal sectional view showing a connection state of the segments.
6A and 6B show the vicinity of the top of the dome house, where FIG. 6A is a plan view of the vicinity of the top without a segment, and FIG. 6B is a cross-sectional view taken along the line DD in FIG. is there.
7 is a perspective view of a lower split piece of a converging member having a split structure in FIG. 6. FIG.
8A and 8B show a basic unit of a dome house, where FIG. 8A is a plan view, FIG. 8B is a front view, and FIG.
FIG. 9 shows the vicinity of the leg portion of the arc-shaped steel material of the dome house, wherein (A) is a longitudinal sectional view and (B) is a CC horizontal sectional view of (A).
FIG. 10 is a partially cutaway front view of the dome house shown with mortar applied to the outer surface of a segment.
FIG. 11 is a view (corresponding to FIG. 3) showing an embodiment in which a reinforcing steel material in the horizontal circumferential direction is provided between arc-shaped steel materials.
FIG. 12 is a perspective view showing a state in which a groove is formed in the segment by a segment groove processing apparatus.
FIG. 13 is a front view of a cutting machine in the segment groove processing apparatus.
14 is a side view of FIG. 13. FIG.
15 is an explanatory diagram of the structure of a heating wire in the cutting machine of FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Dome house 2 Dome wall body 3 Segment 3a, 3b Step part 3c Protrusion part 3d Rectangular part 4 inside a heating wire Focusing member 4a Circumferential groove 5 Dome circumference base 6 Dome frame 7 Arc-shaped steel material 8 Steel material fitting groove 10 Door 11 Window 14, 15 Split piece 16 Mounting bracket 16 a Steel plate ring 16 b Bracket 17 Bolt 19 Glass 21 Foundation unit 21 a U-shaped groove 22 Foundation unit body 23 Holding plate 24, 27 Bolt 25, 26 Connecting plate 28 Base plate 31 Placing concrete foundation 32 Anchor bolt 34 Mortar 40 Segment groove processing device 41 Heating wire 41a Iron wire 41b Glass coating 41c Nichrome wire 42 Cutting machine 43 Arc-shaped rail 43a Rail material 43b Connecting plate 45 Base 46 Caster 47 Angle steel 48 Mounting plate 49 Power cord 50 Switch 51 Bo Lume knob 52 Handle

Claims (6)

略半球状のドーム壁体を形成するように円周方向に連続配置された、発泡プラスチックからなる複数の曲面扇形状のセグメントと、ドーム頂点部に設けた集束部材に上端部が連結され下端部がドーム円周基礎に固定されてドーム骨組みとなる複数の弧状鋼材とを備え、前記弧状鋼材は、少なくとも一部のセグメントの内面側の幅方向中央の経線方向に形成した鋼材嵌合溝に嵌合していることを特徴とするド−ムハウス。A plurality of curved fan-shaped segments made of foamed plastic that are continuously arranged in the circumferential direction so as to form a substantially hemispherical dome wall, and a lower end portion connected to a converging member provided at the apex of the dome. And a plurality of arc-shaped steel members that are fixed to the dome circumferential foundation to form a dome frame, and the arc-shaped steel materials are fitted into a steel material fitting groove formed in the meridian direction at the center in the width direction on the inner surface side of at least some segments. A dome house characterized by being combined. 略半球状のドーム壁体を形成するように円周方向に連続配置された、発泡プラスチックからなる少なくとも6つ以上の曲面扇形状のセグメントと、ドーム頂点部に設けた集束部材に上端部が連結され下端部がドーム円周基礎に固定されてドーム骨組みとなる3本以上の弧状鋼材とを備え、前記弧状鋼材は、1つ置きのセグメントの内面側の幅方向中央の経線方向に形成した鋼材嵌合溝に嵌合していることを特徴とするド−ムハウス。The upper end is connected to at least six curved fan-shaped segments made of foamed plastic, which are continuously arranged in the circumferential direction so as to form a substantially hemispherical dome wall, and a focusing member provided at the apex of the dome. And three or more arc-shaped steel members whose lower ends are fixed to the dome circumferential foundation to form a dome frame, the arc-shaped steel materials being formed in the meridian direction in the center in the width direction on the inner surface side of every other segment A dome house characterized by being fitted in a fitting groove. 各弧状鋼材間を水平円周方向に連結する補強用鋼材梁を設けたことを特徴とする請求項1記載のド−ムハウス。The dome house according to claim 1, further comprising a reinforcing steel beam for connecting each arcuate steel material in a horizontal circumferential direction. 前記セグメントからなるドーム壁体の外面にモルタルを塗布したことを特徴とする請求項1記載のド−ムハウス。2. The dome house according to claim 1, wherein mortar is applied to an outer surface of the dome wall made of the segments. 請求項1のド−ムハウスを構築するド−ムハウスの構築方法であって、
予め各弧状鋼材について、ドーム頂点部に設けた集束部材に上端部を連結し下端部をドーム円周基礎に固定して鳥篭状のドーム骨組みを形成し、次いで、前記ドーム骨組みの上から、各セグメントを円周方向に連接させるとともに、内面に鋼材嵌合溝を持つセグメントについては、その鋼材嵌合溝に弧状鋼材が嵌合するように弧状鋼材の上に配置して、略半球状のドーム壁体を形成することを特徴とするド−ムハウスの構築方法。
A dome house construction method for constructing the dome house of claim 1,
For each arc-shaped steel material, the upper end is connected to the converging member provided at the apex of the dome in advance and the lower end is fixed to the dome circumferential foundation to form a birdcage-shaped dome frame, and then from above the dome frame, The segments are connected in the circumferential direction, and the segments with steel fitting grooves on the inner surface are arranged on the arcuate steel so that the arcuate steel fits into the steel fitting grooves. A method for constructing a dome house characterized by forming a wall.
請求項1のド−ムハウスにおける発泡プラスチック製の曲面扇形状のセグメントの内面に鋼材嵌合溝を形成するためのセグメント溝加工装置であって、
セグメントの鋼材嵌合溝の形状に合わせた形状の電熱線を設けた切断機を、セグメントの内面の経線方向に沿って配置した弧状レールに移動可能に設けたことを特徴とするセグメント溝加工装置。
A segment groove processing device for forming a steel material fitting groove on the inner surface of a curved fan-shaped segment made of foamed plastic in the dome house of claim 1,
A segment grooving device characterized in that a cutting machine provided with a heating wire having a shape matching the shape of the steel fitting groove of the segment is movably provided on an arc-shaped rail arranged along the meridian direction of the inner surface of the segment .
JP2003206895A 2003-08-08 2003-08-08 Method for constructing dome house and segment groove processing apparatus Expired - Fee Related JP4171677B2 (en)

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WO2009024623A2 (en) * 2007-06-13 2009-02-26 Alpi Sistemas, S.L. Permanent plastic formwork system
CN108204045A (en) * 2018-02-25 2018-06-26 陈贵 A kind of arched house that can fast install
CN114164979A (en) * 2021-12-09 2022-03-11 南京工业职业技术大学 Assembled dome-shaped steel structure
CN115613699A (en) * 2022-12-14 2023-01-17 中铁建工集团有限公司 Steel-aluminum combined single-layer curved surface latticed shell structure and construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009024623A2 (en) * 2007-06-13 2009-02-26 Alpi Sistemas, S.L. Permanent plastic formwork system
WO2009024623A3 (en) * 2007-06-13 2009-05-28 Alpi Sist S S L Permanent plastic formwork system
ES2336516A1 (en) * 2007-06-13 2010-04-13 Alpi Sistemas, S.L. Permanent plastic formwork system
CN108204045A (en) * 2018-02-25 2018-06-26 陈贵 A kind of arched house that can fast install
CN114164979A (en) * 2021-12-09 2022-03-11 南京工业职业技术大学 Assembled dome-shaped steel structure
CN114164979B (en) * 2021-12-09 2023-03-24 南京工业职业技术大学 Assembled dome-shaped steel structure
CN115613699A (en) * 2022-12-14 2023-01-17 中铁建工集团有限公司 Steel-aluminum combined single-layer curved surface latticed shell structure and construction method

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