JP6890486B2 - 補強構造体、設備架台及びブース - Google Patents
補強構造体、設備架台及びブース Download PDFInfo
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- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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- E—FIXED CONSTRUCTIONS
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- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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- E—FIXED CONSTRUCTIONS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
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- E04B2001/246—Post to post connections
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- E—FIXED CONSTRUCTIONS
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- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
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- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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- E—FIXED CONSTRUCTIONS
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- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
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- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/024—Structures with steel columns and beams
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- Chemical Kinetics & Catalysis (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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Description
以下、本発明の第1実施形態を図1〜図7に基づいて説明する。図1において、符号80は、塗装ライン81を覆うブースである。塗装ライン81には、図1の紙面と直交する方向に延びる搬送レール82が備えられ、その搬送レール82の両側に複数の塗装ロボット83が配置されている。ブース80は、塗装ライン81と同様に図1の紙面と直交する方向に延びて、搬送レール82及び塗装ロボット83等のライン設備85を覆っている。
図8に示された本実施形態の補強構造体10Aは、ブース80を下方から支持する設備架台86の内側に組み付けられている。この補強構造体10Aは、1対の複合トラス13,13が中央ヒンジ部19Vにて回動可能に連結されている点が第1実施形態の補強構造体10と異なる。また、この補強構造体10Aは、高さが横幅より大きく、その高さ方向の中間部に鉛直部材14Aと第2の傾斜部材17Aの間を連絡する補強バー33が備えられている。なお、設備架台86によってブース80の下方に形成される空間には、ブース80の空気を吸気する空調設備92が配置されている。
図9に示されたライン設備85には、ワークWを吊り下げて搬送するリフト94が備えられている。そのリフト94は、設備架台86の梁88に吊り下げられた1対のレール95,95の上を移動する。その設備架台86は、1対の支持対向壁93,93の上に起立している。そして、本実施形態の補強構造体10Bが設備架台86の内側に嵌め込まれて、支持対向壁93の上面に固定されている。このような設備に補強構造体10Bを使用することで、横揺れが防がれ、安定したワークWの搬送が可能になる。
本実施形態の補強構造体10Cは、図10に示されており、縦横に連結して拡張可能な収納部屋99の内部に組み付けられている。このような収納部屋99に補強構造体10Cを組み合わせて使用することで、収納部屋99の段積み可能な数が増えるという効果を奏する。
本実施形態の補強構造体10Dは、図11に示されており、1対の鉛直部材14A,14Aの複数箇所がボルトBとナットNとによりブース80の両側壁86V,86Vに固定されている。また、ブース80の天井面80Sに対する水平部材15A,15Aの固定部は無く、水平部材15A,15Aがブース80の天井面80Sに重ね合わされるだけの構造になっている。このように補強構造体10Dがブース80に取り付けられても、ブース80の横揺れに対する耐震強度が高くなる。
本発明は、前記実施形態に限定されるものではなく、例えば、以下に説明するような実施形態も本発明の技術的範囲に含まれ、さらに、下記以外にも要旨を逸脱しない範囲内で種々変更して実施することができる。
11 第1トラス
12 第2トラス
13 複合トラス
14 鉛直辺
14A 鉛直部材
15 水平辺
15A 水平部材
16 第1の傾斜辺
17,18 第2の傾斜辺
17A,18A 第2の傾斜部材
19 連結部材
19V 中央ヒンジ部
20 上部連結部材
20A 上板部
20B 下板部
20C 縦板部
23 下駄部材
24 楔部材
30,31 第1の傾斜部材
50 屈曲辺
80 ブース
80S 天井面
85 ライン設備
86 設備架台
80F 床面
86N 内側面
86S 天井面
87 柱
88 梁
Claims (9)
- 建造物を内側から補強する補強構造体であって、
鉛直に延びる鉛直辺と、その鉛直辺の上端から斜め下方に延びる第1の傾斜辺と、前記鉛直辺の下端と前記第1の傾斜辺の下端との間を連絡する第2の傾斜辺とを有する第1トラスと、
前記第1トラスとの間で前記第1の傾斜辺を共有すると共に、前記第1トラスの前記鉛直辺の上端から水平に延びる水平辺と、前記水平辺の先端と前記第1の傾斜辺の下端との間を連絡する第2の傾斜辺とを有する第2トラスと、
前記第1トラスと前記第2トラスとからなりかつ左右対称に配置され、前記鉛直辺が前記建造物の内側面に沿いかつ前記水平辺が前記建造物の天井面に沿った状態にされて前記建造物に連結される1対の複合トラスと、
前記1対の複合トラスに設けられ、前記第1トラスの前記第2の傾斜辺と前記第2トラスの前記第2の傾斜辺とからなり、前記1対の複合トラスの対称中心から離れる側に屈曲する1対の屈曲辺と、を有する補強構造体において、
前記1対の複合トラスの両前記水平辺は、別々の長尺部材を連結してなり、
前記第1の傾斜辺は、上下に重なる2つの長尺部材で構成され、
前記第1の傾斜辺の下側の前記長尺部材は、前記第1トラスの前記鉛直辺と前記第2の傾斜辺とを構成する両長尺部材に接続され、
前記第1の傾斜辺の上側の前記長尺部材は、前記第2トラスの前記水平辺と前記第2の傾斜辺とを構成する両長尺部材に接続されている補強構造体。 - 前記1対の複合トラスの両前記水平辺は、前記長尺部材同士を回動可能に連結する中央ヒンジ部を有する請求項1に記載の補強構造体。
- 前記第1の傾斜辺を構成する前記2つの長尺部材は、背中合わせに重ねて固定されるチャンネル材又はアングル材である請求項1又は2に記載の補強構造体。
- 各前記複合トラスの下端面に固定される下駄部材を有する請求項1から3の何れか1の請求項に記載の補強構造体。
- 各前記複合トラスの下端面と床面との間に挟まれ、高さを調整可能なシムを備える請求項1から4の何れか1の請求項に記載の補強構造体。
- 前記鉛直辺を構成する長尺部材と前記建造物の内側面又は床面との間に圧入されて、摩擦係合によって前記鉛直辺を構成する長尺部材を前記建造物の内側面又は床面に固定する楔部材を有する請求項1から5の何れか1の請求項に記載の補強構造体。
- 前記水平辺を構成する長尺部材の上面に重ねて固定される下板部と、前記建造物の天井面に固定される上板部とを縦板部で接続してなる上部連結部材を備える請求項1から6の何れか1の請求項に記載の補強構造体。
- 門形構造をなして工場の設備を支持し、内側に請求項1から7の何れか1の請求項に記載の補強構造体を備える前記建造物である設備架台。
- ライン設備を覆いかつ、そのライン設備を跨いだ状態に請求項1から8の何れか1の請求項に記載の補強構造体を複数、備える前記建造物であるブース。
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JP2017130506A JP6890486B2 (ja) | 2017-07-03 | 2017-07-03 | 補強構造体、設備架台及びブース |
PCT/JP2018/010126 WO2019008834A1 (ja) | 2017-07-03 | 2018-03-15 | 補強構造体、設備架台及びブース |
US16/619,028 US10947748B2 (en) | 2017-07-03 | 2018-03-15 | Reinforcement structure, equipment frame, and booth |
CN201880037505.1A CN110741128B (zh) | 2017-07-03 | 2018-03-15 | 加强结构体、设备架台及隔间 |
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JP7211915B2 (ja) * | 2019-08-29 | 2023-01-24 | 鹿島建設株式会社 | 耐震補強構造 |
CN111749489B (zh) * | 2020-07-08 | 2021-08-31 | 山东东珠新型房屋科技有限公司 | 一种钢结构房屋及其安装方法 |
CN112324158A (zh) * | 2020-11-12 | 2021-02-05 | 长安大学 | 一种h型钢组合异形柱门式刚架结构装配方法 |
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US3172507A (en) * | 1961-10-12 | 1965-03-09 | Central Fabricators Inc | Structural member |
US3156018A (en) * | 1961-12-21 | 1964-11-10 | John H Slayter | Plant-manufactured building structure |
US3263381A (en) * | 1963-10-28 | 1966-08-02 | Rafters Inc | Building frame structure |
US3343321A (en) * | 1965-03-04 | 1967-09-26 | Air Space Inc | Building structure with panel supports and a foundation |
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US3530623A (en) * | 1969-04-21 | 1970-09-29 | Fold Way Covers Ltd | Frame member for collapsible structure |
US4030256A (en) * | 1975-11-20 | 1977-06-21 | Ollman Melvin L | Building construction |
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US20200087938A1 (en) | 2020-03-19 |
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JP2019015027A (ja) | 2019-01-31 |
WO2019008834A1 (ja) | 2019-01-10 |
CN110741128B (zh) | 2021-07-23 |
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