JP5753913B2 - Installation structure of doors in the building frame - Google Patents

Installation structure of doors in the building frame Download PDF

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JP5753913B2
JP5753913B2 JP2014013969A JP2014013969A JP5753913B2 JP 5753913 B2 JP5753913 B2 JP 5753913B2 JP 2014013969 A JP2014013969 A JP 2014013969A JP 2014013969 A JP2014013969 A JP 2014013969A JP 5753913 B2 JP5753913 B2 JP 5753913B2
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frame
door
hinge
building
frame portion
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JP2014129720A (en
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隆雄 中村
隆雄 中村
良之 倉本
良之 倉本
浩信 福原
浩信 福原
嘉彦 舛井
嘉彦 舛井
力 木村
力 木村
彰 竹内
彰 竹内
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Obayashi Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

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Description

本発明は、放射線遮蔽扉等の扉を建物躯体へ設置する設置構造に関する。   The present invention relates to an installation structure for installing a door such as a radiation shielding door on a building frame.

従来、原発施設等の放射性物質を扱う建物には、放射線遮蔽扉が使用されている。その一例として特許文献1にはスライド開閉式の扉が示されている。   Conventionally, radiation shielding doors are used in buildings that handle radioactive materials such as nuclear power plants. As an example, Patent Document 1 discloses a sliding door.

特開2000−75091号公報JP 2000-75091 A

他方、遮蔽扉には、四方枠等の枠に設けられたヒンジを支点として枠の内側にて旋回して開閉するタイプのものもある。そして、このヒンジ式の場合には、前記枠が、建物躯体の壁部の開口部に固定されることにより、遮蔽扉は建物躯体に設置される。   On the other hand, there is a type of shielding door that is opened and closed by turning inside the frame with a hinge provided on a frame such as a four-sided frame as a fulcrum. And in the case of this hinge type, the said frame is fixed to the opening part of the wall part of a building frame, and a shielding door is installed in a building frame.

このようなヒンジ式の遮蔽扉は、通常、前記枠と一体型構造として工場内で製作され、枠と同時に出荷される。これは、放射線遮蔽上の観点から、枠と遮蔽扉との間の隙間管理が重要であり、その条件を担保するには、枠と遮蔽扉とを同時に製作する必要があるためである。   Such a hinge-type shielding door is usually manufactured in a factory as an integral structure with the frame, and shipped at the same time as the frame. This is because, from the viewpoint of radiation shielding, it is important to manage the gap between the frame and the shielding door, and in order to ensure the conditions, it is necessary to manufacture the frame and the shielding door at the same time.

しかしながら、このような同時出荷では、枠及び遮蔽扉の両者の完成を待っての出荷となり、必然、その製作期間は長くなり(通常3〜5ヶ月程度)、材料の発注時期を早めねばならない等、工期の長期化を招く。   However, in such simultaneous shipment, the shipment of both the frame and the shield door is awaited, and the production period is inevitably long (usually about 3 to 5 months), and the order of materials must be advanced. Incurs longer construction period.

また、遮蔽扉は一般に大型のため、輸送上の制約から、工場で組み立てた扉や枠を一旦分解して現場搬入し、再度組み立てを行うことになるが、これら分解・再組み立て作業は、工期の長期化や施工費の増大の一因となる。   In addition, the shield doors are generally large, and due to transportation restrictions, the doors and frames assembled at the factory are once disassembled and brought into the field and reassembled. Contributes to longer construction costs and increased construction costs.

更に、建物躯体の壁部がコンクリート造の場合には、その配筋作業よりも前に、前記枠の建物躯体の基礎への設置(据え付け)が終了している必要があるが、上述のような同時出荷では前記枠の納期に引っ張られる形で壁部の工事開始時期が遅れ、結果、建物躯体の工事進捗が遅くなる。   Furthermore, when the wall part of the building frame is made of concrete, it is necessary that the installation (installation) of the frame to the foundation of the building frame is completed before the bar arrangement work. In such simultaneous shipment, the construction start time of the wall portion is delayed due to being pulled by the delivery date of the frame, and as a result, the construction progress of the building frame is delayed.

また、建物躯体の壁部に枠を据え付けた際の扉と枠との建て付け状態が、その据え付け条件等によっては、工場で仮組みした時の状態から変化してしまう虞もある。つまり、仮組時に問題無しでも、建物躯体への据え付け後に、扉や枠に想定外の歪みや撓みが発生して扉と枠とが干渉する虞があって、その場合には、手直しに時間や費用を要することとなる。   In addition, depending on the installation conditions and the like, the installation state of the door and the frame when the frame is installed on the wall portion of the building frame may change from the state when temporarily assembled at the factory. In other words, even if there is no problem at the time of temporary assembly, there is a risk that the door and the frame may interfere with each other after the installation to the building frame, and the door and the frame may interfere with each other. Cost.

本発明は、上記のような従来の問題に鑑みなされたものであって、工期短縮及びコスト削減を図ることが可能な扉の建物躯体への設置構造を提供することを目的とする。   The present invention has been made in view of the above-described conventional problems, and an object of the present invention is to provide an installation structure for a door of a building that can shorten the work period and reduce the cost.

かかる目的を達成するために本発明は、
ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置構造であって、
前記枠は、前記ヒンジを有する枠部分と、該ヒンジを有する枠部分とは別体の残りの枠部分と、を有し、
前記ヒンジを有する枠部分は、前記建物躯体に一体に設けられた支持部材に接続されて支持されており、
前記枠を取り付けるべき開口部を有した前記建物躯体の壁部は、コンクリート打設により形成されており、
前記コンクリート打設により、前記ヒンジを有する枠部分は前記壁部に一体化されるとともに、前記支持部材は前記壁部内に埋設一体化されており、
前記残りの枠部分は前記壁部との間に空間をあけつつ前記壁部に固定され、
前記空間にセメント系のグラウト材が充填されることにより、前記残りの枠部分は前記壁部と一体化されることを特徴とする。
In order to achieve this object, the present invention
It is an installation structure on a building frame of a door that is supported to be opened and closed inside the frame via a hinge,
The frame includes a frame portion having the hinge, and a remaining frame portion separate from the frame portion having the hinge,
The frame portion having the hinge is connected to and supported by a support member provided integrally with the building frame,
The wall of the building frame having an opening to which the frame is attached is formed by concrete placement,
By the concrete placement, the frame portion having the hinge is integrated with the wall portion, and the support member is embedded and integrated in the wall portion ,
The remaining frame portion is fixed to the wall portion with a space between the wall portion,
The remaining frame portion is integrated with the wall portion by filling the space with a cement-based grout material .

前記ヒンジを有する枠部分は、前記コンクリート打設の型枠を兼ねることとしてもよい。   The frame portion having the hinge may also serve as the formwork for placing the concrete.

また、ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置構造であって、
前記枠は、前記ヒンジを有する枠部分と、該ヒンジを有する枠部分とは別体の残りの枠部分と、を有し、
前記ヒンジを有する枠部分は、前記建物躯体に一体に設けられた支持部材に接続されて支持されており、
前記残りの枠部分は、前記建物躯体に固定される骨組み部材と、該骨組み部材に設けられ前記扉の側面と対向する板部材と、前記板部材の前記扉に対する位置を調整する位置調整機構と、を有し、
前記板部材と前記建物躯体との間の空間にセメント系のグラウト材が充填されており、当該グラウト材によって前記板部材と前記建物躯体とが一体化されていることを特徴とする。
In addition, it is an installation structure on the building frame of a door that is supported to be opened and closed inside the frame via a hinge,
The frame includes a frame portion having the hinge, and a remaining frame portion separate from the frame portion having the hinge,
The frame portion having the hinge is connected to and supported by a support member provided integrally with the building frame,
The remaining frame portion includes a frame member fixed to the building frame, a plate member provided on the frame member and facing a side surface of the door, and a position adjusting mechanism for adjusting a position of the plate member with respect to the door. Have
A space between the plate member and the building frame is filled with a cement-type grout material, and the plate member and the building frame are integrated by the grout material .

前記位置調整機構によって、前記板部材と前記扉とが所定の大きさの隙間をもって対向するように前記板部材の位置を調整されることとしてもよい。   The position of the plate member may be adjusted by the position adjustment mechanism so that the plate member and the door face each other with a predetermined gap.

前記板部材の一部は、前記位置調整機構による前記板部材の位置の調整後に前記骨組み部材に固定されることとしてもよい。   A part of the plate member may be fixed to the frame member after the position adjustment mechanism adjusts the position of the plate member.

本発明によれば、工期短縮及びコスト削減を図ることが可能な扉の建物躯体への設置構造を提供できる。   ADVANTAGE OF THE INVENTION According to this invention, the installation structure to the building frame of the door which can aim at work period shortening and cost reduction can be provided.

図1Aは、本実施形態に係る放射線遮蔽扉21の概略正面図であり、図1Bは、図1A中のB−B矢視の概略横断面図であるFIG. 1A is a schematic front view of a radiation shielding door 21 according to the present embodiment, and FIG. 1B is a schematic cross-sectional view taken along arrow BB in FIG. 1A. 図1B中のII部の拡大図である。It is an enlarged view of the II section in Drawing 1B. 図1B中のIII部の拡大図である。It is an enlarged view of the III section in Drawing 1B. 図1A中のIV−IV矢視の縦断面図である。It is a longitudinal cross-sectional view of the IV-IV arrow in FIG. 1A. 図5A乃至図5Eは、放射線遮蔽扉21の設置方法の説明図である。5A to 5E are explanatory diagrams of the installation method of the radiation shielding door 21. FIG.

===本実施形態===
<<<放射線遮蔽扉21の設置構造>>>
図1A乃至図4は、放射線遮蔽扉21の設置構造の説明図である。図1Aは、放射線遮蔽扉21の概略正面図であり、図1Bは、図1A中のB−B矢視の概略横断面図である。また、図2は、図1B中のII部の拡大図であり、図3は図1B中のIII部の拡大図である。図4は、図1A中のIV−IV矢視の縦断面図である。
=== This Embodiment ===
<<< Installation structure of radiation shielding door 21 >>>
1A to 4 are explanatory views of the installation structure of the radiation shielding door 21. FIG. 1A is a schematic front view of the radiation shielding door 21, and FIG. 1B is a schematic cross-sectional view taken along the line BB in FIG. 1A. 2 is an enlarged view of a portion II in FIG. 1B, and FIG. 3 is an enlarged view of a portion III in FIG. 1B. FIG. 4 is a longitudinal sectional view taken along arrow IV-IV in FIG. 1A.

図1A及び図1Bに示すように、この放射線遮蔽扉21は、例えば原発施設等の放射性物質を収容する建物1に使用される。建物1の躯体は、放射線を遮蔽すべくRC造等のコンクリート製であり、その躯体床部3から略鉛直に立設された躯体壁部5には、出入口として略矩形の開口部7(以下、躯体開口部7とも言う)が形成されている。そして、この躯体開口部7には、その内周面7aに固定された四方枠31を介して前記遮蔽扉21が設けられている。   As shown in FIGS. 1A and 1B, the radiation shielding door 21 is used in a building 1 that contains a radioactive substance such as a nuclear facility. The frame of the building 1 is made of concrete such as RC to shield radiation, and a substantially rectangular opening 7 (hereinafter referred to as “entrance”) is provided in the frame wall 5 standing upright from the frame floor 3. , Also referred to as a housing opening 7). The housing opening 7 is provided with the shielding door 21 via a four-sided frame 31 fixed to the inner peripheral surface 7a.

なお、以下の説明では、建物1の外側から遮蔽扉21を見た状態に基づいて方向を定義する。例えば、建物1の外側を見込み方向の手前側と言い、建物1の内側を見込み方向の奥側と言う。また、見付け方向を左右方向とも言う。   In the following description, directions are defined based on a state in which the shielding door 21 is viewed from the outside of the building 1. For example, the outside of the building 1 is called the near side in the prospective direction, and the inside of the building 1 is called the back side in the prospective direction. The direction of finding is also referred to as the left-right direction.

図1A及び図1Bに示すように、遮蔽扉21は、内部に鉄筋等の不図示の補強材が配置された後にコンクリートが密実充填された鋼製の有底箱部材23を本体とする。そして、上記の四方枠31のヒンジ33に支持されて、例えば遮蔽扉21の左側を戸先側として開閉する。   As shown in FIG. 1A and FIG. 1B, the shielding door 21 has a bottomed box member 23 made of steel, in which concrete is densely filled after a reinforcing material (not shown) such as a reinforcing bar is disposed inside. And it is supported by the hinge 33 of said four-way frame 31, for example, opens and closes by making the left side of the shielding door 21 into the door-end side.

遮蔽扉21の外観は、正面視矩形状で、見込み方向に所定壁厚を有した略直方体である。そして、その四側面21R,21L,21U,21Dのうちの戸先側を除く三側面21R,21U,21Dは、図2及び図4に示すように、見込み方向と略平行な面に形成されているが、図3に示す戸先側の側面21Lは、見込み方向から斜めに傾いた傾斜面に形成されている。また、これら四側面21R,21L,21U,21Dには、それぞれ、見込み方向の略中間位置に段差部ST1が形成されており、つまり、段差部ST1を境界として、各側面21R,21L,21U,21Dにおける見込み方向の手前側部分よりも同奥側部分の方が、側方の内方へ階段状に引っ込んでいる。そして、これに対応させて、四方枠31の内周面31aも段差部ST2を有し、この段差部ST2を境界として、同内周面31aにおける見込み方向の手前側部分よりも同奥側部分の方が、側方の内方へ階段状に突出しており、これにより、遮蔽扉21と四方枠31との間には、略クランク形状の隙間Gが設けられている。そして、当該略クランク形状の隙間Gによれば、放射線の直線的通過を阻止し、これにより、遮蔽扉21と四方枠31との間に所期の隙間Gを確保しながらも、当該隙間Gからの放射線の漏洩を確実に防止する。   The appearance of the shielding door 21 is a substantially rectangular parallelepiped having a rectangular shape in front view and having a predetermined wall thickness in the prospective direction. And three side surface 21R, 21U, 21D except the door-end side among the four side surface 21R, 21L, 21U, 21D is formed in the surface substantially parallel to a prospective direction, as shown in FIG.2 and FIG.4. However, the side 21L on the door-end side shown in FIG. 3 is formed as an inclined surface inclined obliquely from the prospective direction. The four side surfaces 21R, 21L, 21U, and 21D are each formed with a stepped portion ST1 at a substantially intermediate position in the prospective direction. That is, the side surfaces 21R, 21L, 21U, The back side portion is retracted stepwise inwardly than the near side portion in the prospective direction in 21D. Correspondingly, the inner peripheral surface 31a of the four-sided frame 31 also has a stepped portion ST2, and the stepped portion ST2 is used as a boundary, and the inner portion of the inner peripheral surface 31a is closer to the farther side in the prospective direction. This protrudes stepwise inwardly of the side, whereby a substantially crank-shaped gap G is provided between the shielding door 21 and the four-sided frame 31. And, according to the substantially crank-shaped gap G, the linear passage of radiation is prevented, thereby ensuring the desired gap G between the shielding door 21 and the four-sided frame 31, while the gap G To prevent leakage of radiation.

図1A及び図1Bに示すように、四方枠31は、例えば鋼製の矩形枠であり、詳しくは、見付け方向の左右両側にそれぞれ配置された縦枠部分40,50と、これら縦枠部分40,50の上端部に架け渡された上枠部分60と、同縦枠部分40,50の下端部に架け渡された下枠部分70と、を有する。そして、右側の縦枠部分40の上下方向の両端部には、それぞれヒンジ33が設けられており、これら上下一対のヒンジ33,33を支点C33として遮蔽扉21が外開きに開閉自在に支持されている。以下、右側の縦枠部分40、左側の縦枠部分50、上枠部分60、及び下枠部分70について説明する。   As shown in FIG. 1A and FIG. 1B, the four-sided frame 31 is a rectangular frame made of, for example, steel. Specifically, the vertical frame portions 40 and 50 respectively disposed on the left and right sides in the finding direction and the vertical frame portions 40 , 50 and an upper frame portion 60 spanned over the upper end portions of the vertical frame portions 40, 50, and a lower frame portion 70 spanned over the lower end portions of the vertical frame portions 40, 50. Further, hinges 33 are respectively provided at both ends in the vertical direction of the right vertical frame portion 40, and the shielding door 21 is supported to be opened and closed by using the pair of upper and lower hinges 33, 33 as a fulcrum C33. ing. Hereinafter, the right vertical frame portion 40, the left vertical frame portion 50, the upper frame portion 60, and the lower frame portion 70 will be described.

(1)右側の縦枠部分40
図2に示すように、右側の縦枠部分40、つまりヒンジ33を有する縦枠部分40は、アングル材42等を介して第1プレート部材41と第2プレート部材43とを直角に接合してなる水平断面形状が略L字状の部材を本体とする。そして、第1プレート部材41は前記躯体開口部7の内周面7aを覆って密着配置され、第2プレート部材43は躯体壁部5の外壁面5aを覆って密着配置される。ここで、第1プレート部材41及び第2プレート部材43の両者ともスタッドジベル49を具備しており、これらスタッドジベル49は躯体壁部5に埋設されている。また、第2プレート部材43については、躯体壁部5内に鉛直に埋設された支持部材45としてのH形鋼45にも適宜な連結構造を介して連結支持されており、更に、この支持部材45の下端部は、躯体床部3内に埋設された鉄筋等の補強材(不図示)に一体に固定されている。よって、当該縦枠部分40は、躯体壁部5及び躯体床部3に強固に一体化されていることになり、これにより、重量物の前記遮蔽扉21を支持するのに十分な強度が確保されている。
(1) Right vertical frame portion 40
As shown in FIG. 2, the right vertical frame portion 40, that is, the vertical frame portion 40 having the hinge 33 is formed by joining the first plate member 41 and the second plate member 43 at right angles via an angle member 42 or the like. The main body is a member having a substantially L-shaped horizontal cross section. The first plate member 41 is disposed in close contact with the inner peripheral surface 7 a of the housing opening 7, and the second plate member 43 is disposed in close contact with the outer wall 5 a of the housing wall 5. Here, both of the first plate member 41 and the second plate member 43 are provided with stud dowels 49, and these stud dowels 49 are embedded in the housing wall portion 5. Further, the second plate member 43 is also connected and supported via an appropriate connection structure to an H-shaped steel 45 as a support member 45 embedded vertically in the housing wall 5, and this support member The lower end portion of 45 is integrally fixed to a reinforcing material (not shown) such as a reinforcing bar embedded in the frame floor portion 3. Therefore, the said vertical frame part 40 will be firmly integrated with the frame wall part 5 and the frame floor part 3, and this will ensure sufficient intensity | strength to support the said shielding door 21 of a heavy article. Has been.

なお、上記連結構造の一例としては、図2に示すように、支持部材45たるH形鋼の一対のフランジ45f,45fにアングル材A1を介して架け渡されて固定された連結プレート45p,45pと、第2プレート部材43から躯体壁部5の内方へ向けて一体に延設された連結プレート43p,43pとの両者を重ね合わせてボルトBにより締結した構造等が挙げられる。   As an example of the connection structure, as shown in FIG. 2, connection plates 45p and 45p are fixed to a pair of flanges 45f and 45f of H-shaped steel as a support member 45, which are bridged and fixed via an angle member A1. And the structure etc. which overlap | superposed both the connection plates 43p and 43p integrally extended from the 2nd plate member 43 toward the inward of the housing wall part 5, and fastened with the volt | bolt B are mentioned.

また、遮蔽扉21におけるヒンジ側側面たる右側側面21Rと、前記縦枠部分40との間には、前述したように水平断面視略クランク形状の隙間Gが形成される必要がある。そのため、遮蔽扉21の前記右側側面21Rと対向すべき第1プレート部材41は、見込み方向の手前側部分と同奥側部分とで、見付け方向への突出量が異なった形状を有している。そして、この形状を達成すべく、手前側部分と奥側部分とは互いに別部材で構成されている。すなわち、手前側部分はプレート体41aであるが、奥側部分は、水平断面形状がコ字形状の部材41bであり、コ字形状の分だけ見付け方向の内方に突出し、これにより、手前側部分たるプレート体41aとの間に前記段差部ST2が設けられている。なお、このコ字形状の部材41bの固定は、その見込み方向の両端部を、それぞれアングル材A2等を介して前記プレート体41a及び躯体開口部7の内周面7aに固定することでなされる。また、この固定状態において、コ字形状の部材41bが、躯体開口部7の内周面7aとによって囲む略閉空間(図2中のグレーの領域を参照)には、セメント系のグラウト材としてモルタルM41が密実に充填され、これにより放射線を有効に遮蔽する。   Further, as described above, the gap G having a substantially crank shape in the horizontal cross section needs to be formed between the right side surface 21R which is the hinge side surface of the shielding door 21 and the vertical frame portion 40. Therefore, the 1st plate member 41 which should oppose the said right side surface 21R of the shielding door 21 has the shape from which the protrusion amount to the finding direction differs in the near side part and the back | inner side part of a prospective direction. . And in order to achieve this shape, the near side part and the back side part are comprised by the mutually different member. That is, the front side portion is the plate body 41a, but the back side portion is a U-shaped member 41b having a horizontal cross-sectional shape that protrudes inward in the direction of finding by the amount of the U-shape. The stepped portion ST2 is provided between the plate body 41a as a part. The U-shaped member 41b is fixed by fixing both end portions in the prospective direction to the plate body 41a and the inner peripheral surface 7a of the housing opening 7 via the angle member A2 or the like, respectively. . Further, in this fixed state, the U-shaped member 41b is surrounded by the inner peripheral surface 7a of the housing opening 7 (see the gray region in FIG. 2) as a cement-type grout material. The mortar M41 is filled densely, thereby effectively shielding the radiation.

(2)左側の縦枠部分50
図3に示すように、左側の縦枠部分50、つまり遮蔽扉21の戸先側側面21Lと対向する縦枠部分50は、前記戸先側側面21Lの傾斜形状に対応させて水平断面形状が略三角形に形成されているとともに、同断面形状が上下方向に亘って維持された中空部材50を本体とする。すなわち、この中空部材50は、見込み方向の手前側から同奥側へ向かうに従って見付け方向に徐々に突出した略三角形になっている。また、中空部材50において遮蔽扉21の戸先側側面21Lと対向する側は板部材51で塞がれているが、躯体開口部7の内周面7aと対向する側は、板部材で塞がれておらず、これにより、この中空部材50内の中空空間SP50(図3中のグレーの領域を参照)は、躯体開口部7の内周面7aに臨んでいる。そして、躯体開口部7の内周面7aに中空部材50を取り付けた状態においては、中空部材50の中空空間SP50は、前記内周面7aにより略閉空間に区画され、更に、この略閉空間には、放射線を遮蔽すべくセメント系のグラウト材としてモルタルM50(図3中のグレーの領域を参照)が密実に充填されている。
(2) Left vertical frame portion 50
As shown in FIG. 3, the vertical frame portion 50 on the left side, that is, the vertical frame portion 50 facing the door-end side surface 21L of the shielding door 21, has a horizontal sectional shape corresponding to the inclined shape of the door-end side surface 21L. The main body is a hollow member 50 which is formed in a substantially triangular shape and whose cross-sectional shape is maintained in the vertical direction. That is, the hollow member 50 has a substantially triangular shape that gradually protrudes in the direction of finding from the near side in the prospective direction toward the far side. Further, the side of the hollow member 50 that faces the door end side surface 21L of the shielding door 21 is closed by the plate member 51, but the side of the housing opening 7 that faces the inner peripheral surface 7a is closed by the plate member. Thus, the hollow space SP50 (see the gray region in FIG. 3) in the hollow member 50 faces the inner peripheral surface 7a of the housing opening 7. And in the state which attached the hollow member 50 to the inner peripheral surface 7a of the housing opening 7, the hollow space SP50 of the hollow member 50 is partitioned into a substantially closed space by the inner peripheral surface 7a. Is densely filled with mortar M50 (see the gray area in FIG. 3) as a cement grout material to shield radiation.

また、前述した右側の縦枠部分40と同様に、この左側の縦枠部分50も、これと対向する遮蔽扉21の戸先側側面たる左側側面21Lとの間に、水平断面視略クランク形状の隙間Gが形成される必要がある。そのため、中空部材50は、見込み方向の略中間位置において段差部ST2を有し、この段差部ST2を境界として、見込み方向の手前側部分よりも奥側部分の方が階段状に見付け方向の内方に突出している。   Similarly to the right vertical frame portion 40 described above, the left vertical frame portion 50 is also substantially crank-shaped when viewed from the horizontal cross section between the left side surface 21L which is the door side surface of the shielding door 21 facing the left vertical frame portion 50. The gap G needs to be formed. Therefore, the hollow member 50 has a stepped portion ST2 at a substantially intermediate position in the prospective direction, and the stepped portion ST2 serves as a boundary, and the inner portion in the rearward direction portion is located in a stepped manner rather than the front side portion in the prospective direction. It protrudes toward.

このような中空部材50は、例えば複数のアングル材53a,53b等を上下方向に延びる梯子状に組んでなる骨組み部材53と、この骨組み部材53の右側から同骨組み部材53に溶接固定等されて前記骨組み部材53の内側に前記中空空間SP50を区画する上記板部材51と、前記骨組み部材53を躯体開口部7の内周面7aに固定支持するための支持ブラケットBR1,BR2,BR3と、から主に構成される。   Such a hollow member 50 is, for example, welded and fixed to the frame member 53 from the right side of the frame member 53 by assembling a plurality of angle members 53a, 53b and the like in a ladder shape extending in the vertical direction. From the plate member 51 that defines the hollow space SP50 inside the framework member 53, and support brackets BR1, BR2, BR3 for fixing and supporting the framework member 53 to the inner peripheral surface 7a of the housing opening 7. Mainly composed.

骨組み部材53は、上下方向に沿って延在する複数の鉛直材53aに対して、上下方向に適宜間隔で複数の水平材53bを溶接固定等して形成される。   The frame member 53 is formed by welding and fixing a plurality of horizontal members 53b at appropriate intervals in the vertical direction with respect to a plurality of vertical members 53a extending in the vertical direction.

一方、板部材51は、前述の段差部ST2を境界として、見込み方向の手前側を覆うプレート51aと、奥側を覆うプレート51bと、とに分かれて構成されている。これは、詳細には後述するが、中空部材50の遮蔽扉21に対する位置調整をしながら当該中空部材50を躯体開口部7の内周面7aに固定する際に、その位置調整作業の容易化の観点から、奥側のプレート51bについては、骨組み部材53から外す必要があるためである。   On the other hand, the plate member 51 is divided into a plate 51a that covers the near side in the prospective direction and a plate 51b that covers the back side, with the stepped portion ST2 as a boundary. Although this will be described in detail later, when the hollow member 50 is fixed to the inner peripheral surface 7a of the housing opening 7 while adjusting the position of the hollow member 50 with respect to the shielding door 21, the position adjustment work is facilitated. This is because it is necessary to remove the back plate 51b from the frame member 53 from the above viewpoint.

支持ブラケットBR1,BR2,BR3は、スタッドボルトやケミカルアンカー等のアンカー部材ANCを介して躯体開口部7の内周面7aに固定されている。そして、支持ブラケットBR1,BR2,BR3に、骨組み部材53の水平材53b又は鉛直材53aが適宜な固定構造で固定されることにより中空部材50は躯体開口部7に支持される。図示例では、支持ブラケットBR1,BR2,BR3は、見込み方向に関しては、同方向の両端部の各位置と、これら各位置の略中間位置たる前記段差部ST2の位置との三カ所にそれぞれ配置されている。そして、これら見込み方向に係る三カ所のうちで、見込み方向の手前側端部の支持ブラケットBR1については、上下方向に亘って延在するアングル材が使用され、このアングル材BR1に、骨組み部材53の手前側端部の鉛直材53aが重ね合わされて溶接固定されている。他方、見込み方向に係る残りの二カ所の支持ブラケットBR2,BR3(つまり、段差部ST2の位置の支持ブラケットBR2と、見込み方向の奥側端部の支持ブラケットBR3)にあっては、それぞれ、上下方向の複数の位置に離散配置されており、各支持ブラケットBR2,BR3には、その近傍の水平材53bがボルト止め等されている(図3ではボルトは不図示)。   The support brackets BR1, BR2, BR3 are fixed to the inner peripheral surface 7a of the housing opening 7 via an anchor member ANC such as a stud bolt or a chemical anchor. The hollow member 50 is supported by the housing opening 7 by fixing the horizontal member 53b or the vertical member 53a of the frame member 53 to the support brackets BR1, BR2, BR3 with an appropriate fixing structure. In the illustrated example, the support brackets BR1, BR2, and BR3 are respectively arranged at three positions with respect to the prospective direction, that is, the positions of both end portions in the same direction and the position of the stepped portion ST2 that is a substantially intermediate position between these positions. ing. Of the three places related to the prospective direction, an angle member extending in the vertical direction is used for the support bracket BR1 at the front end portion in the prospective direction, and the frame member 53 is used as the angle member BR1. The vertical members 53a at the front side end of each other are overlapped and fixed by welding. On the other hand, the remaining two support brackets BR2 and BR3 in the prospective direction (that is, the support bracket BR2 at the position of the stepped portion ST2 and the support bracket BR3 at the far end in the prospective direction) The support brackets BR2 and BR3 are discretely arranged at a plurality of positions in the direction, and a horizontal member 53b in the vicinity thereof is bolted or the like (bolts are not shown in FIG. 3).

ここで、後者のボルト止め構造は、中空部材50の遮蔽扉21に対する位置調整を容易に行えるように位置調整機構を有している。すなわち、支持ブラケットBR2,BR3のボルト孔Hと水平材53bのボルト孔Hとは、どちらか一方が見込み方向に長い長孔に形成され、残る一方は、見付け方向に長い長孔に形成されている。よって、これら長孔におけるボルト位置の調整により、中空部材50の遮蔽扉21に対する位置を見込み方向及び見付け方向に関して容易に調整することができる。但し、位置調整方法は、何等上述のボルト孔Hの形状に限るものではなく、例えば、支持ブラケットBR1,BR2,BR3の設置位置ごと中空部材50を見込み方向及び見付け方向にずらすことにより、中空部材50の遮蔽扉21に対する見込み方向及び見付け方向の位置を調整しても良い。   Here, the latter bolting structure has a position adjusting mechanism so that the position of the hollow member 50 with respect to the shielding door 21 can be easily adjusted. That is, one of the bolt holes H of the support brackets BR2 and BR3 and the bolt hole H of the horizontal member 53b is formed as a long hole that is long in the prospective direction, and the other is formed as a long hole that is long in the direction of finding. Yes. Therefore, by adjusting the bolt positions in these long holes, the position of the hollow member 50 relative to the shielding door 21 can be easily adjusted with respect to the prospect direction and the finding direction. However, the position adjustment method is not limited to the shape of the above-described bolt hole H. For example, the hollow member 50 is displaced by shifting the hollow member 50 in the expected direction and the finding direction for each installation position of the support brackets BR1, BR2, BR3. You may adjust the position of a prospective direction and a finding direction with respect to 50 shielding doors 21.

(3)上枠部分60
図4に示すように、上枠部分60は、遮蔽扉21の上側側面21Uに対向されつつ躯体開口部7の内周面7aに固定され、前述したように、遮蔽扉21の上側側面21Uとの間に鉛直断面視略クランク形状の隙間Gを形成する。このため、上枠部分60は、鉛直断面形状が略階段状に形成されるとともに、同断面形状が見付け方向(図4の紙面を貫く方向)の全長に亘って維持された中空部材60を本体とする。詳しくは、この中空部材60は、見込み方向の略中間位置において段差部ST2を有し、この段差部ST2を境界として、見込み方向の手前側部分よりも奥側部分の方が階段状に下方に突出している。また、中空部材60において遮蔽扉21の上側側面21Uと対向する側は板部材61により塞がれているが、躯体開口部7の内周面7aと対向する側は板部材で塞がれておらず、これにより、この中空部材60内の中空空間SP60(図4中のグレーの領域を参照)が、躯体開口部7の内周面7aに臨んでいる。そして、躯体開口部7の内周面7aに中空部材60を取り付けた状態においては、中空部材60の中空空間SP60は、前記内周面7aにより略閉空間に区画され、更に、この略閉空間には、放射線を遮蔽すべくセメント系のグラウト材としてモルタルM60(図4中のグレーの領域を参照)が密実に充填されている。
(3) Upper frame portion 60
As shown in FIG. 4, the upper frame portion 60 is fixed to the inner peripheral surface 7a of the housing opening 7 while facing the upper side surface 21U of the shielding door 21, and as described above, the upper frame portion 60 and the upper side surface 21U of the shielding door 21 A gap G having a substantially crank shape as viewed in a vertical section is formed therebetween. For this reason, the upper frame portion 60 has a hollow member 60 in which the vertical cross-sectional shape is formed in a substantially staircase shape and the cross-sectional shape is maintained over the entire length in the direction of finding (direction passing through the paper surface of FIG. 4). And Specifically, the hollow member 60 has a stepped portion ST2 at a substantially intermediate position in the prospective direction. The stepped portion ST2 serves as a boundary, and the back side portion is stepped downward from the near side portion in the prospective direction. It protrudes. In addition, the side of the hollow member 60 that faces the upper side surface 21U of the shielding door 21 is blocked by the plate member 61, but the side of the housing opening 7 that faces the inner peripheral surface 7a is blocked by the plate member. Thus, the hollow space SP60 (see the gray area in FIG. 4) in the hollow member 60 faces the inner peripheral surface 7a of the housing opening 7. And in the state which attached the hollow member 60 to the inner peripheral surface 7a of the housing opening 7, the hollow space SP60 of the hollow member 60 is partitioned into a substantially closed space by the inner peripheral surface 7a. Is densely filled with mortar M60 (see the gray area in FIG. 4) as a cement grout material to shield radiation.

このような中空部材60は、例えば、複数のアングル材63a,63b等を見付け方向に延びる梯子状に組んでなる骨組み部材63と、この骨組み部材63の下方から同骨組み部材63に溶接固定等されて骨組み部材63の内側に前記中空空間SP60を区画する上記板部材61と、前記骨組み部材63を躯体開口部7の内周面7aに固定支持するための支持ブラケットBR4,BR5,BR6と、から主に構成される。   Such a hollow member 60 is, for example, welded and fixed to the frame member 63 from below the frame member 63 and a frame member 63 formed in a ladder shape extending in the direction of finding a plurality of angle members 63a, 63b and the like. The plate member 61 that defines the hollow space SP60 inside the frame member 63, and support brackets BR4, BR5, BR6 for fixing and supporting the frame member 63 to the inner peripheral surface 7a of the housing opening 7 Mainly composed.

板部材61は、前述の段差部ST2を境界として見込み方向の手前側を覆うプレート61aと、同奥側を覆うプレート61bと、とに分かれて構成され、それぞれ、骨組み部材63に溶接固定等される。このように分けている理由は、上述の左側の縦枠部分50の場合と同じである。つまり、中空部材60を躯体開口部7の内周面7aに固定する際には、これに併せて中空部材60の遮蔽扉21に対する位置調整も行うが、その際に、位置調整作業の容易化を図るべく、奥側のプレート61bについては骨組み部材63から外す必要があるためである。なお、詳細には後述する。   The plate member 61 is divided into a plate 61a that covers the near side in the prospective direction with the stepped portion ST2 as a boundary, and a plate 61b that covers the back side, and is fixed to the frame member 63 by welding or the like. The The reason for this division is the same as in the case of the left vertical frame portion 50 described above. That is, when the hollow member 60 is fixed to the inner peripheral surface 7a of the housing opening 7, the position of the hollow member 60 with respect to the shielding door 21 is also adjusted. In this case, the position adjustment work is facilitated. This is because it is necessary to remove the back plate 61b from the frame member 63 in order to achieve this. Details will be described later.

支持ブラケットBR4,BR5,BR6は、スタッドボルトやケミカルアンカー等のアンカー部材ANCを介して躯体開口部7の内周面7aに固定されている。そして、支持ブラケットBR4,BR5,BR6に、骨組み部材63の鉛直材63a等が適宜な固定構造で固定されることにより中空部材60は躯体開口部7に固定支持される。図示例では、支持ブラケットBR4,BR5,BR6は、見込み方向に関しては、同方向の両端部の各位置と、これら各位置の略中間位置たる前記段差部ST2の位置との三カ所にそれぞれ配置されている。そして、これら見込み方向に係る三カ所のうちで、見込み方向の手前側端部の支持ブラケットBR4については、見付け方向に亘って延在するアングル材が使用され、このアングル材BR4に、中空部材60に係る手前側のプレート61aの手前側端縁の屈曲部61apが溶接固定されている。他方、見込み方向に係る残りの二カ所の支持ブラケットBR5,BR6(つまり、段差部ST2の位置の支持ブラケットBR5と、見込み方向の奥側端部の支持ブラケットBR6)にあっては、それぞれ、見付け方向の複数の位置に離散配置されており、各支持ブラケットBR5,BR6には、その近傍の鉛直材63aがボルト止め等されている(図4ではボルトは不図示)。   The support brackets BR4, BR5, BR6 are fixed to the inner peripheral surface 7a of the housing opening 7 via an anchor member ANC such as a stud bolt or a chemical anchor. The hollow member 60 is fixedly supported by the housing opening 7 by fixing the vertical member 63a of the frame member 63 and the like to the support brackets BR4, BR5, BR6 with an appropriate fixing structure. In the illustrated example, the support brackets BR4, BR5, and BR6 are respectively arranged at three positions with respect to the prospective direction, that is, the positions of both end portions in the same direction and the position of the stepped portion ST2 that is a substantially intermediate position between these positions. ing. Of these three locations related to the prospective direction, an angle member extending in the direction of finding is used for the support bracket BR4 at the front end in the prospective direction. The hollow member 60 is used as the angle member BR4. The bent portion 61ap of the near side edge of the near side plate 61a is fixed by welding. On the other hand, the remaining two support brackets BR5 and BR6 in the prospective direction (that is, the support bracket BR5 at the position of the stepped portion ST2 and the support bracket BR6 at the far end in the prospective direction) are found respectively. The support brackets BR5 and BR6 are discretely arranged at a plurality of positions in the direction, and vertical members 63a in the vicinity thereof are bolted or the like (bolts are not shown in FIG. 4).

ここで、後者のボルト止め構造に対しては、上述の左側の縦枠部分50と同様の位置調整機構が適用されており、つまり、支持ブラケットBR5,BR6のボルト孔H及び鉛直材63aのボルト孔Hのどちらか一方が見込み方向に長い長孔に形成され、残る一方は、上下方向に長い長孔に形成されている。但し、位置調整方法は、何等上述のボルト孔Hの形状に限るものではなく、例えば、支持ブラケットBR4,BR5,BR6の設置位置ごと中空部材60を見込み方向及び上下方向にずらすことにより、中空部材60の遮蔽扉21に対する見込み方向及び上下方向の位置を調整しても良い。   Here, for the latter bolting structure, a position adjustment mechanism similar to that of the left vertical frame portion 50 described above is applied, that is, the bolt holes H of the support brackets BR5 and BR6 and the bolts of the vertical member 63a. Either one of the holes H is formed as a long hole that is long in the prospective direction, and the other is formed as a long hole that is long in the vertical direction. However, the position adjustment method is not limited to the shape of the above-described bolt hole H. For example, the hollow member 60 is displaced by shifting the hollow member 60 in the expected direction and the vertical direction for each installation position of the support brackets BR4, BR5, BR6. You may adjust the prospective direction with respect to 60 shielding doors 21, and the position of an up-down direction.

(4)下枠部分70
図4に示すように、下枠部分70は、遮蔽扉21の下側側面21Dと対向されつつ躯体開口部7の内周面7aに固定され、前述したように、遮蔽扉21の下側側面21Dとの間に鉛直断面視略クランク形状の隙間Gを形成する。このため、下枠部分70は、鉛直断面形状が略階段状に形成されるとともに、同断面形状が見付け方向(図4の紙面を貫く方向)の全長に亘って維持された中空部材70を本体とする。詳しくは、中空部材70は、見込み方向の略中間位置において段差部ST2を有し、この段差部ST2を境界として、見込み方向の手前側部分よりも奥側部分の方が階段状に上方に突出している。また、中空部材70において遮蔽扉21の下側側面21Dと対向する側は板部材71により塞がれているが、躯体開口部7の内周面7aと対向する側は板部材で塞がれておらず、これにより、この中空部材70内の中空空間SP70(図4中のグレーの領域を参照)が、躯体開口部7の内周面7aに臨んでいる。そして、躯体開口部7の内周面7aに中空部材70を取り付けた状態においては、中空部材70の中空空間SP70は、前記内周面7aにより略閉空間に区画され、更に、この略閉空間には、放射線を遮蔽すべくセメント系のグラウト材としてモルタルM70(図4中のグレーの領域を参照)が密実に充填されている。
(4) Lower frame portion 70
As shown in FIG. 4, the lower frame portion 70 is fixed to the inner peripheral surface 7 a of the housing opening 7 while facing the lower side surface 21 </ b> D of the shielding door 21, and as described above, the lower side surface of the shielding door 21. A gap G having a substantially crank shape in a vertical sectional view is formed between 21D and 21D. For this reason, the lower frame portion 70 has a hollow member 70 in which the vertical cross-sectional shape is formed in a substantially staircase shape and the cross-sectional shape is maintained over the entire length in the direction of finding (the direction passing through the paper surface of FIG. 4). And Specifically, the hollow member 70 has a stepped portion ST2 at a substantially intermediate position in the prospective direction, and with the stepped portion ST2 as a boundary, the back side portion protrudes upward in a stepped manner from the near side portion in the prospective direction. ing. Further, in the hollow member 70, the side facing the lower side surface 21 </ b> D of the shielding door 21 is blocked by the plate member 71, but the side facing the inner peripheral surface 7 a of the housing opening 7 is blocked by the plate member. Thus, the hollow space SP70 (see the gray region in FIG. 4) in the hollow member 70 faces the inner peripheral surface 7a of the housing opening 7. And in the state which attached the hollow member 70 to the inner peripheral surface 7a of the housing opening 7, the hollow space SP70 of the hollow member 70 is partitioned into a substantially closed space by the inner peripheral surface 7a. Is densely filled with mortar M70 (see the gray area in FIG. 4) as a cement-based grout material to shield radiation.

このような中空部材70は、例えば、複数のアングル材73a,73b等を左右の見付け方向に延びる梯子状に組んでなる骨組み部材73と、この骨組み部材73の上方から同骨組み部材73に溶接固定等されて前記骨組み部材73の内側に前記中空空間SP70を区画する上記板部材71と、前記骨組み部材73を躯体開口部7の内周面7aに固定支持するための支持ブラケットBR7,BR8,BR9と、から主に構成される。   Such a hollow member 70 is, for example, a frame member 73 formed by assembling a plurality of angle members 73 a, 73 b and the like in a ladder shape extending in the left and right direction, and the frame member 73 from above the frame member 73 by welding and fixing. The above-described plate member 71 that is equally divided to define the hollow space SP70 inside the framework member 73, and support brackets BR7, BR8, BR9 for fixing and supporting the framework member 73 on the inner peripheral surface 7a of the housing opening 7. And mainly consists of.

骨組み部材73は、見付け方向(図4中の紙面を貫く方向)に沿って延在する複数の水平材73aに対して、見込み方向に延在する複数の水平材73bを見付け方向に適宜間隔で溶接固定等して形成される。   The skeleton member 73 has a plurality of horizontal members 73b extending in the prospective direction at appropriate intervals in the finding direction with respect to the plurality of horizontal members 73a extending along the finding direction (direction passing through the paper surface in FIG. 4). It is formed by welding and fixing.

板部材71は、前述の段差部ST2を境界として、見込み方向の手前側を覆うプレート71aと、奥側を覆うプレート71bと、とに分かれて構成され、それぞれ、骨組み部材73に溶接固定等される。このように分けている理由は、上述の上枠部分60の場合と同じであり、詳細には後述する。   The plate member 71 is divided into a plate 71a covering the front side in the prospective direction and a plate 71b covering the back side, with the stepped portion ST2 as a boundary, and is fixed to the frame member 73 by welding or the like. The The reason for this division is the same as in the case of the upper frame portion 60 described above, and will be described later in detail.

支持ブラケットBR7,BR8,BR9は、スタッドボルトやケミカルアンカー等のアンカー部材ANCを介して躯体開口部7の内周面7aに固定されている。そして、支持ブラケットBR7,BR8,BR9に、骨組み部材73の水平材73aが溶接固定等されることにより中空部材70は躯体開口部7に固定支持される。図示例では、支持ブラケットBR7,BR8,BR9は、見込み方向に関しては、同方向の両端の各位置と、これら各位置の略中間位置たる前記段差部ST2の位置との三カ所にそれぞれ配置され、各支持ブラケットBR7,BR8,BR9は、見付け方向の全長に亘り延在して配置されている。そして、各支持ブラケットBR7,BR8,BR9には、それぞれ、その近傍の前記水平材73aが溶接固定されている。よって、この図示例の場合には、中空部材70の遮蔽扉21に対する見込み方向及び上下方向の位置調整は、支持ブラケットBR7,BR8,BR9の見込み方向の設置位置や支持ブラケットBR7,BR8,BR9に対する骨組み部材73の上下方向の重ね合わせ代の調整等により行われる。但し、上述した左側の縦枠部分50や上枠部分60のように位置調整機構を設け、これにより位置調整しても良い。   The support brackets BR7, BR8, BR9 are fixed to the inner peripheral surface 7a of the housing opening 7 via an anchor member ANC such as a stud bolt or a chemical anchor. The horizontal member 73a of the frame member 73 is fixed by welding to the support brackets BR7, BR8, BR9, and the hollow member 70 is fixedly supported by the housing opening 7. In the illustrated example, the support brackets BR7, BR8, and BR9 are arranged at three positions, each position at both ends in the same direction, and the position of the stepped portion ST2 that is a substantially intermediate position between these positions with respect to the prospective direction. Each support bracket BR7, BR8, BR9 is arranged to extend over the entire length in the direction of finding. The horizontal members 73a in the vicinity thereof are fixed to the support brackets BR7, BR8, BR9 by welding. Therefore, in the case of this illustrated example, the position adjustment in the expected direction and the vertical direction of the hollow member 70 with respect to the shielding door 21 is performed with respect to the installation position of the support brackets BR7, BR8, BR9 in the expected direction and the support brackets BR7, BR8, BR9. This is done by adjusting the vertical overlapping margin of the frame member 73 or the like. However, the position adjustment mechanism may be provided as in the left vertical frame portion 50 and the upper frame portion 60 described above, thereby adjusting the position.

<<<放射線遮蔽扉21の設置方法について>>>
図5A乃至図5Eは、放射線遮蔽扉21の設置方法の説明図であり、何れの図も正面視で示している。
<<< How to install radiation shielding door 21 >>>
5A to 5E are explanatory views of the installation method of the radiation shielding door 21, and any of the drawings is shown in a front view.

なお、以下では、図5Aに示す状態を初期状態として説明する。すなわち、初期状態として、建物1の基礎たる躯体床部3は概ね完成状態にあるが、躯体壁部5の方は未だ未形成状態にあるものとする。また、躯体床部3の上面には同躯体床部3と一体に、H形鋼からなる前記支持部材45が立設済みであるものとする。   Hereinafter, the state illustrated in FIG. 5A will be described as an initial state. That is, as an initial state, it is assumed that the building floor 3 as the foundation of the building 1 is almost completed, but the building wall 5 is not yet formed. In addition, it is assumed that the support member 45 made of H-shaped steel has been erected on the upper surface of the frame floor 3 integrally with the frame floor 3.

先ず、上記初期状態に係る作業と並行して、工場にて右側の縦枠部分40に係る第2プレート部材43を製作し、現場搬入する。なお、この搬入時点の第2プレート部材43には、既にヒンジ33が設置済みである。   First, in parallel with the work related to the initial state, the second plate member 43 related to the right vertical frame portion 40 is manufactured at the factory and is carried on site. In addition, the hinge 33 has already been installed in the 2nd plate member 43 at the time of this carrying in.

次に、図5Bに示すように、予めスタッドジベル49を植設済みの第2プレート部材43を、躯体床部3から立設する前記支持部材45に固定する。すなわち、図2に示すように、支持部材45が具備する連結プレート45pと、第2プレート部材43が具備する連結プレート43pとを互いに重ね合わせてボルトBにより締結固定する。そうしたら、アングル材42を介して第2プレート部材43に第1プレート部材41を直角に接続し、これにより、右側の縦枠部分40の主要部が、建物の基礎3に設置された状態になる。すなわち、この工程が、請求項に係る「第1工程」に相当する。   Next, as shown in FIG. 5B, the second plate member 43 in which stud studs 49 have been previously planted is fixed to the support member 45 erected from the frame floor 3. That is, as shown in FIG. 2, the connecting plate 45 p provided in the support member 45 and the connecting plate 43 p provided in the second plate member 43 are overlapped with each other and fastened and fixed by the bolt B. If it does so, the 1st plate member 41 will be connected to the 2nd plate member 43 at right angles via the angle material 42, and, thereby, the main part of the right side vertical frame part 40 will be in the state installed in the foundation 3 of a building. Become. That is, this process corresponds to the “first process” according to the claims.

ちなみに、ここで「右側の縦枠部分40の主要部」と述べたのは、この時点の第1プレート部材41にあっては、見込み方向の手前側部分たるプレート体41aのみを有し、奥側部分たるコ字形状の部材41bについては未だ備えていないからである。このコ字形状の部材41bは、後述するように、遮蔽扉21をヒンジ33に取り付けた後に取り付けられる。   By the way, the “main part of the right vertical frame portion 40” is referred to here as the first plate member 41 at this time has only the plate body 41a which is the front side portion in the prospective direction, This is because the U-shaped member 41b which is the side portion is not yet provided. The U-shaped member 41b is attached after the shielding door 21 is attached to the hinge 33, as will be described later.

次に、図5Cに示すように、躯体開口部7を有した躯体壁部5をコンクリートにより構築する(請求項に係る「壁部形成工程」に相当)。すなわち、構築すべき躯体壁部5の外壁面5a及び内壁面5bとなる位置、並びに、躯体開口部7の内周面7aとなる位置に不図示の型枠を配置することにより、構築すべき躯体壁部5の形状の空間を区画形成し、また、これと同時並行又は相前後して、同空間に鉄筋等の補強材(不図示)を配置する。そして、同空間にコンクリートを打設し、当該コンクリートの硬化後に型枠を取り外すことにより、図5Cに示すように、躯体開口部7を有した躯体壁部5が構築される。ちなみに、コンクリートを打設する前記空間内には、前記支持部材45が位置しており、また、前記右側の縦枠部分40は、型枠の一部として機能し、これにより、これら支持部材45及び右側の縦枠部分40は躯体壁部5と一体化される(図2を参照)。   Next, as shown in FIG. 5C, the housing wall 5 having the housing opening 7 is constructed of concrete (corresponding to the “wall forming process” according to the claims). That is, it should be constructed by disposing a formwork (not shown) at the positions to be the outer wall surface 5a and the inner wall surface 5b of the housing wall portion 5 to be constructed, and at the position to be the inner peripheral surface 7a of the housing opening portion 7. A space having the shape of the frame wall portion 5 is defined, and a reinforcing material (not shown) such as a reinforcing bar is disposed in the same space in parallel or in parallel with the space. Then, concrete is placed in the same space, and the formwork is removed after the concrete is hardened, thereby building the frame wall 5 having the frame opening 7 as shown in FIG. 5C. Incidentally, the support member 45 is located in the space where the concrete is placed, and the right vertical frame portion 40 functions as a part of the mold, and thereby, the support members 45. And the vertical frame part 40 of the right side is integrated with the frame wall part 5 (refer FIG. 2).

次に、図5Dに示すように、前記右側の縦枠部分40のヒンジ33に遮蔽扉21を取り付けて支持させる(請求項に係る「第2工程」に相当)。すなわち、上述の図5B及び図5Cの如き現場工事(第2プレート部材43の支持部材45への取り付けや躯体壁部5の構築等)と並行して工場で製作された遮蔽扉21の鋼製無蓋有底箱部材23を現場搬入し、この箱部材23を、右側の縦枠部分40のヒンジ33へと吊り込んで、箱部材23をヒンジ33に取り付けて支持させる。なお、この時点では、箱部材23内にはコンクリートは未だ充填されていないので、その重量は比較的軽く容易に吊り込むことができる。そして、箱部材23内に鉄筋等の補強材(不図示)を配置し、同箱部材23内にコンクリート打設・充填した後に、箱部材23の上面を蓋部材(不図示)で覆って塞ぐことにより、遮蔽扉21の前記縦枠部分40への取り付けが終了する。   Next, as shown in FIG. 5D, the shielding door 21 is attached to and supported by the hinge 33 of the right vertical frame portion 40 (corresponding to “second step” according to the claims). That is, the shield door 21 made of steel made in the factory in parallel with the above-described site construction (attachment of the second plate member 43 to the support member 45, construction of the frame wall portion 5) as shown in FIGS. 5B and 5C. The uncovered bottomed box member 23 is carried in the field, and the box member 23 is suspended on the hinge 33 of the right vertical frame portion 40, and the box member 23 is attached to and supported by the hinge 33. At this time, since the concrete is not yet filled in the box member 23, its weight is relatively light and can be suspended easily. Then, a reinforcing material (not shown) such as a reinforcing bar is disposed in the box member 23, and after placing and filling the concrete in the box member 23, the upper surface of the box member 23 is covered with a lid member (not shown). Thus, the attachment of the shielding door 21 to the vertical frame portion 40 is completed.

次に、図5Eに示すように、四方枠31における残りの枠部分(右側の縦枠部分40におけるコ字形状の部材41b、左側の縦枠部分50、上枠部分60、及び下枠部分70)を、前記遮蔽扉21を取り付け位置基準として用いながら躯体開口部7の内周面7aに取り付ける(請求項に係る「第3工程」に相当)。   Next, as shown in FIG. 5E, the remaining frame portions in the four-sided frame 31 (a U-shaped member 41b in the right vertical frame portion 40, the left vertical frame portion 50, the upper frame portion 60, and the lower frame portion 70). Is attached to the inner peripheral surface 7a of the housing opening 7 while using the shielding door 21 as an attachment position reference (corresponding to "third step" according to the claims).

なお、これら残りの枠部分41b,50,60,70の製作も上記工場でなされるが、当該製作にあっては、上述の右側の縦枠部分40の現場搬入後に行うことができる。つまり、上述の図5B乃至図5Dの如き右側の縦枠部分40や遮蔽扉21に係る現場工事(第2プレート部材43の支持部材45への取り付けや、躯体壁部5の構築、遮蔽扉21の右側の縦枠部分40への取り付け等)と同時並行で、これら残りの枠部分(コ字形状の部材41b、左側の縦枠部分50、上枠部分60、下枠部分70)を製作することができる。よって、工期短縮を図れる。   The remaining frame portions 41b, 50, 60, and 70 are also manufactured at the above-described factory. However, the manufacturing can be performed after the above-described right vertical frame portion 40 is brought into the field. That is, the construction work on the right side of the vertical frame portion 40 and the shielding door 21 as shown in FIGS. 5B to 5D described above (attachment of the second plate member 43 to the support member 45, construction of the frame wall portion 5, construction of the shielding door 21). The remaining frame portions (the U-shaped member 41b, the left vertical frame portion 50, the upper frame portion 60, and the lower frame portion 70) are manufactured in parallel with the attachment to the right vertical frame portion 40). be able to. Therefore, the construction period can be shortened.

また、これら残りの枠部分41b,50,60,70の取り付け順は基本的に順不同であり、以下で説明する取り付け順は単なる一例に過ぎず、何等この取り付け順に限るものではない。   The order of attaching the remaining frame portions 41b, 50, 60, and 70 is basically random, and the order of attachment described below is merely an example, and is not limited to this order of attachment.

先ず、図2に示すように、右側の縦枠部分40に係る残部たるコ字形状の部材41bを躯体開口部7の内周面7aに取り付ける。その際には、実際に遮蔽扉21を閉状態にして、当該閉状態の遮蔽扉21の右側側面21Rとの間の隙間Gが、所期の管理公差に収まるように、前記コ字形状の部材41bを、見付け方向及び見込み方向に位置調整しながら固定する。なお、見付け方向だけでなく見込み方向にも隙間Gの管理公差を有しているのは、前述したように前記隙間Gの形状が略クランク形状だからである。また、前記内周面7aへの固定は、前述のアングル材A2を用いて行われる。そして、当該コ字形状の部材41bの固定後には、コ字形状の部材41bが前記内周面7aとで区画する略閉空間にグラウト材M41(図2中のグレーの領域を参照)を密実に充填し、これによりコ字形状の部材41bは躯体壁部5に一体化される。   First, as shown in FIG. 2, a U-shaped member 41 b that is the remaining part of the right vertical frame portion 40 is attached to the inner peripheral surface 7 a of the housing opening 7. In that case, the U-shaped part is actually closed so that the gap G between the closed side of the shielding door 21 and the right side surface 21R of the closed state falls within the intended management tolerance. The member 41b is fixed while adjusting the position in the finding direction and the prospective direction. The reason why the gap G has a management tolerance not only in the direction of finding but also in the prospective direction is that the shape of the gap G is substantially a crank shape as described above. Further, the fixing to the inner peripheral surface 7a is performed by using the angle material A2 described above. After fixing the U-shaped member 41b, the grout material M41 (see the gray area in FIG. 2) is densely placed in a substantially closed space where the U-shaped member 41b is partitioned by the inner peripheral surface 7a. In fact, the U-shaped member 41b is integrated with the housing wall 5 by filling.

次に、図3に示すように、左側の縦枠部分50を、躯体開口部7の内周面7aに取り付ける。その際には、上述と同様に、遮蔽扉21を閉状態にして、当該閉状態の遮蔽扉21の左側側面21Lとの間の隙間Gが、所期の管理公差に収まるように前記縦枠部分50たる中空部材50を見付け方向及び見込み方向に位置調整する。ここで、この位置調整は、例えば、前述の位置調整機構、つまり内周面7a側の支持ブラケットBR2,BR3と骨組み部材53側の水平材53bとの前記ボルト止め構造により行われる。但し、このボルト止め構造は、中空部材50の中空空間SP50内における奥側部分に位置しているので、中空部材50の奥側部分が前記プレート51bで覆われていると、ボルト止め構造に作業者の手が届き難くなる。そのため、この位置調整の時点では、中空部材50の手前側部分を覆う前記プレート51aのみが骨組み部材53に取り付けられていて、奥側部分を覆う前記プレート51bは骨組み部材53から外されている。そして、この位置調整後に、この位置関係を固定すべく、支持ブラケットBR2,BR3と骨組み部材53の水平材53bとを溶接固定し、また支持ブラケットBR1と骨組み部材53の鉛直材53aとを溶接固定する。そして、奥側部分に係る前記プレート51bを骨組み部材53に溶接固定して蓋をし、しかる後に、中空部材50が前記内周面7aとで区画する略閉空間にグラウト材M50(図3中のグレーの領域を参照)を密実に充填し、これにより、中空部材50たる左側の縦枠部分50は躯体壁部5に一体化される。   Next, as shown in FIG. 3, the left vertical frame portion 50 is attached to the inner peripheral surface 7 a of the housing opening 7. In that case, as described above, the vertical frame is set so that the shielding door 21 is closed and the gap G between the closed side door 21 and the left side surface 21L falls within the desired management tolerance. The position of the hollow member 50 as the portion 50 is adjusted in the direction of finding and the direction of prospect. Here, this position adjustment is performed, for example, by the above-described position adjustment mechanism, that is, the bolting structure of the support brackets BR2 and BR3 on the inner peripheral surface 7a side and the horizontal member 53b on the frame member 53 side. However, since this bolting structure is located in the back side part in the hollow space SP50 of the hollow member 50, if the back side part of the hollow member 50 is covered with the plate 51b, the bolting structure is operated. It becomes difficult to reach. Therefore, at the time of this position adjustment, only the plate 51 a that covers the front side portion of the hollow member 50 is attached to the frame member 53, and the plate 51 b that covers the back side portion is removed from the frame member 53. And after this position adjustment, in order to fix this positional relationship, the support brackets BR2 and BR3 and the horizontal member 53b of the frame member 53 are welded and fixed, and the support bracket BR1 and the vertical member 53a of the frame member 53 are fixed by welding. To do. Then, the plate 51b related to the back side portion is welded and fixed to the frame member 53 and covered, and then the grout material M50 (in FIG. 3) is formed in a substantially closed space where the hollow member 50 is partitioned by the inner peripheral surface 7a. The left vertical frame portion 50 as the hollow member 50 is integrated with the housing wall portion 5.

次に、図4に示すように、上枠部分60を躯体開口部7の内周面7aに取り付ける。その際には、上述と同様に、遮蔽扉21を閉状態にして、当該閉状態の遮蔽扉21の上側側面21Uとの間の隙間Gが、所期の管理公差に収まるように前記上枠部分60たる中空部材60を上下方向及び見込み方向に位置調整する。ここで、この位置調整は、例えば、前述の位置調整機構、つまり内周面7a側の支持ブラケットBR5,BR6と骨組み部材63側の鉛直材63aとのボルト止め構造により行われる。但し、このボルト止め構造も、中空部材60の中空空間SP60内における奥側部分に位置しているので、中空部材60の奥側部分が前記プレート61bで覆われていると、ボルト止め構造に作業者の手が届き難くなる。そのため、この位置調整の時点では、中空部材60の手前側部分を覆う前記プレート61aのみが骨組み部材63に取り付けられていて、奥側部分を覆う前記プレート61bは骨組み部材63から外されている。そして、この位置調整後に、この位置関係を固定すべく、前記支持ブラケットBR5,BR6と骨組み部材63の鉛直材63aとを溶接固定し、また前記支持ブラケットBR4と前記プレート61aの屈曲部61apとを溶接固定する。そして、奥側部分に係る前記プレート61bを骨組み部材63に溶接固定して蓋をし、しかる後に、中空部材60が前記内周面7aとで区画する略閉空間にグラウト材M60(図4中のグレーの領域を参照)を密実に充填し、これにより、中空部材60たる上枠部分60は躯体壁部5に一体化される。   Next, as shown in FIG. 4, the upper frame portion 60 is attached to the inner peripheral surface 7 a of the housing opening 7. In that case, similarly to the above, the upper door is closed so that the gap G between the closed door 21 and the upper side surface 21U of the closed door 21 is within an intended management tolerance. The position of the hollow member 60 as the portion 60 is adjusted in the vertical direction and the prospective direction. Here, this position adjustment is performed by, for example, the above-described position adjustment mechanism, that is, a bolting structure of the support brackets BR5 and BR6 on the inner peripheral surface 7a side and the vertical member 63a on the frame member 63 side. However, since this bolting structure is also located in the back side part in the hollow space SP60 of the hollow member 60, if the back side part of the hollow member 60 is covered with the plate 61b, the bolting structure is operated. It becomes difficult to reach. Therefore, at the time of this position adjustment, only the plate 61 a that covers the near side portion of the hollow member 60 is attached to the frame member 63, and the plate 61 b that covers the back side portion is removed from the frame member 63. And after this position adjustment, in order to fix this positional relationship, the support brackets BR5, BR6 and the vertical member 63a of the frame member 63 are fixed by welding, and the support bracket BR4 and the bent portion 61ap of the plate 61a are connected. Fix by welding. Then, the plate 61b related to the back side portion is welded and fixed to the frame member 63 and covered, and then the grout material M60 (in FIG. 4) is formed in a substantially closed space where the hollow member 60 is partitioned by the inner peripheral surface 7a. The upper frame portion 60 as the hollow member 60 is integrated with the housing wall portion 5.

最後に、同図4に示すように、下枠部分70を躯体開口部7の内周面7aに取り付ける。その際には、上述と同様に、遮蔽扉21を閉状態にして、当該閉状態の遮蔽扉21の下側側面21Dとの間の隙間Gが、所期の管理公差に収まるように前記下枠部分70たる中空部材60を上下方向及び見込み方向に位置調整する。ここで、この位置調整は、例えば、支持ブラケットBR7,BR8,BR9の設置位置や支持ブラケットBR7,BR8,BR9に対する骨組み部材73の上下方向の重ね合わせ代の調整により行われる。但し、少なくとも段差部ST2に位置する支持ブラケットBR8については、中空部材70の中空空間SP70内に位置してしまうので、中空部材70の奥側部分が前記プレート71bで覆われていると、前記支持ブラケットBR8に作業者の手が届き難くなる。そのため、この位置調整の時点では、中空部材70の奥側部分を覆うプレート71bは、骨組み部材73から外されている。そして、この位置調整作業や、位置調整後の位置関係を固定する溶接作業後に、奥側部分に係る前記プレート71bを骨組み部材73に溶接固定して蓋をし、しかる後に、中空部材70が前記内周面7aとで区画する略閉空間にグラウト材M70(図4中のグレーの領域を参照)を密実に充填し、これにより、中空部材70たる下枠部分70は躯体壁部5に一体化される。   Finally, as shown in FIG. 4, the lower frame portion 70 is attached to the inner peripheral surface 7 a of the housing opening 7. In that case, as described above, the shielding door 21 is closed, and the clearance G between the closed shielding door 21 and the lower side surface 21D of the closing door 21 falls within the desired management tolerance. The position of the hollow member 60 as the frame portion 70 is adjusted in the vertical direction and the prospective direction. Here, this position adjustment is performed, for example, by adjusting the installation position of the support brackets BR7, BR8, BR9 and the vertical overlap of the frame member 73 with respect to the support brackets BR7, BR8, BR9. However, since at least the support bracket BR8 positioned at the stepped portion ST2 is positioned in the hollow space SP70 of the hollow member 70, the support portion BR8 is covered with the plate 71b. It becomes difficult for the operator to reach the bracket BR8. Therefore, at the time of this position adjustment, the plate 71 b that covers the back side portion of the hollow member 70 is removed from the frame member 73. Then, after this position adjustment work or welding work to fix the positional relationship after the position adjustment, the plate 71b related to the back side portion is welded and fixed to the frame member 73, and then the lid is closed. A substantially closed space partitioned by the inner peripheral surface 7a is densely filled with a grout material M70 (see a gray region in FIG. 4), whereby the lower frame portion 70 as the hollow member 70 is integrated with the housing wall portion 5. It becomes.

ちなみに、これら残りの枠部分(コ字形状の部材41b、左側の縦枠部分50、上枠部分60、下枠部分70)の躯体開口部7への取り付け作業は、内部にコンクリートが充填されてなる完成状態の遮蔽扉21を取り付け位置基準として用いながら行われる。よって、遮蔽扉21の自重に起因した歪みや撓みを考慮して、前記残りの枠部分41b,50,60,70を設置できるので、遮蔽扉21と前記残りの枠部分41b,50,60,70との間の隙間Gを所期の管理公差に確実に収めることができて、その結果、手直しに要する時間やその費用の削減を図れる。   By the way, the attachment work of these remaining frame parts (the U-shaped member 41b, the left vertical frame part 50, the upper frame part 60, the lower frame part 70) to the housing opening 7 is filled with concrete. The completed shielding door 21 is used as an attachment position reference. Therefore, the remaining frame portions 41b, 50, 60, and 70 can be installed in consideration of distortion and bending due to the dead weight of the shielding door 21, so that the shielding door 21 and the remaining frame portions 41b, 50, 60, and The gap G with respect to 70 can be surely kept within the desired management tolerance, and as a result, the time required for reworking and the cost thereof can be reduced.

===その他の実施の形態===
以上、本発明の実施形態について説明したが、本発明は、かかる実施形態に限定されるものではなく、その要旨を逸脱しない範囲で以下に示すような変形が可能である。
=== Other Embodiments ===
As mentioned above, although embodiment of this invention was described, this invention is not limited to this embodiment, The deformation | transformation as shown below is possible in the range which does not deviate from the summary.

上述の実施形態では、扉の一例として四方枠31のヒンジ33に支持された放射線遮蔽扉21を例示したが、ヒンジを介して枠に支持される扉であれば、何等これに限るものではなく、例えば、三方枠(左右一対の縦枠部分40,50と上枠部分60とを有する枠)でも良いし、放射線を遮蔽しない普通の扉でも良い。   In the above-described embodiment, the radiation shielding door 21 supported by the hinge 33 of the four-way frame 31 is illustrated as an example of the door. However, the door is not limited to this as long as the door is supported by the frame via the hinge. For example, it may be a three-way frame (a frame having a pair of left and right vertical frame portions 40 and 50 and an upper frame portion 60) or a normal door that does not shield radiation.

上述の実施形態では、支持部材45の一例としてH形鋼を例示したが、何等これに限るものではなく、溝形鋼や鋼製パイプでも良い。   In the above-described embodiment, the H-shaped steel is illustrated as an example of the support member 45, but the present invention is not limited to this, and a groove-shaped steel or a steel pipe may be used.

上述の実施形態では、コンクリート製の建物躯体を例示したが、何等これに限るものではなく、鉄等の金属製であっても良い。   In the above-described embodiment, a concrete building frame is illustrated, but the present invention is not limited thereto, and may be made of metal such as iron.

なお、以下の発明も本明細書及び図面に開示されている。   The following invention is also disclosed in the present specification and drawings.

第1に示す発明は、
ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置方法であって、
前記枠のうちで前記ヒンジを有する枠部分を建物躯体の基礎に設置する第1工程と、
前記ヒンジに前記扉を取り付けて前記枠部分に前記扉を支持させる第2工程と、
前記ヒンジに取り付けられた前記扉を基準として前記枠における残りの枠部分を建物躯体に取り付ける第3工程と、を有することを特徴とする。
The first invention is
It is a method of installing a door that is supported on the inside of the frame via a hinge so as to be opened and closed,
A first step of installing the frame portion having the hinge among the frames on the foundation of a building frame;
A second step of attaching the door to the hinge and supporting the door on the frame portion;
And a third step of attaching the remaining frame portion of the frame to a building frame with the door attached to the hinge as a reference.

上記第1に示す発明によれば、ヒンジを有する枠部分の建物躯体の基礎への設置後に、前記ヒンジに扉を取り付けて、当該扉を基準として前記残りの枠部分を建物躯体へ取り付ける。よって、扉と前記残りの枠部分との間の隙間を所期の管理公差に確実に収めることができて、その結果、手直しに要する時間やその費用の削減を図れる。   According to the first aspect of the present invention, after the frame portion having the hinge is installed on the foundation of the building housing, a door is attached to the hinge, and the remaining frame portion is attached to the building housing based on the door. Therefore, the gap between the door and the remaining frame portion can be surely kept within the desired management tolerance, and as a result, the time required for repair and the cost thereof can be reduced.

また、この場合、枠と扉とを同時出荷する必要は無く、すなわち、少なくとも前記ヒンジを有する枠部分を先行製作して建物躯体の基礎に設置しておけば、前記枠を取り付けるべき建物躯体の部分の躯体工事を開始可能である。よって、前記枠や扉に係る全部品の完成を待たずに躯体工事に着手可能となり、工期短縮を図れる。   In this case, it is not necessary to ship the frame and the door at the same time. That is, if the frame part having at least the hinge is manufactured in advance and installed on the foundation of the building frame, the building frame to which the frame is to be attached is provided. It is possible to start the construction work for the part. Therefore, it is possible to start the frame construction without waiting for the completion of all the parts related to the frame and the door, and the construction period can be shortened.

第2に示す発明は、第1に記載の扉の建物躯体への設置方法であって、
前記第1工程において、前記ヒンジを有する枠部分は、前記建物躯体の基礎に一体に立設する支持部材に接続されることにより、前記基礎に設置されることを特徴とする。
上記第2に示す発明によれば、支持部材は建物躯体の基礎に一体に立設している。よって、前記ヒンジを有する枠部分を確実に支持することができる。
2nd invention is the installation method to the building frame of the door of 1st,
The said 1st process WHEREIN: The frame part which has the said hinge is installed in the said foundation by being connected to the supporting member standingly integrated with the foundation of the said building frame.
According to the second aspect of the invention, the support member is erected integrally with the foundation of the building frame. Therefore, the frame portion having the hinge can be reliably supported.

第3に示す発明は、第2に記載の扉の建物躯体への設置方法であって、
前記枠を取り付けるべき開口部を有した前記建物躯体の壁部を、コンクリート打設により形成する壁部形成工程を、前記第2工程よりも前に有し、
前記コンクリート打設により、前記ヒンジを有する枠部分は前記壁部に一体化されるとともに、前記支持部材は前記壁部内に埋設一体化されることを特徴とする。
上記第3に示す発明によれば、前記ヒンジを有する枠部分は、壁部に一体化されるとともに、前記支持部材も壁部に埋設一体化されるので、前記ヒンジを有する枠部分の支持可能荷重を格段に高めることができる。
3rd invention is the installation method to the building frame of the door as described in 2nd,
A wall forming step of forming the wall of the building frame having an opening to which the frame is to be attached by concrete placement, before the second step;
By the concrete placement, the frame portion having the hinge is integrated with the wall portion, and the support member is embedded and integrated in the wall portion.
According to the third aspect of the invention, the frame portion having the hinge is integrated with the wall portion, and the support member is also embedded and integrated in the wall portion, so that the frame portion having the hinge can be supported. The load can be significantly increased.

第4に示す発明は、第3に記載の扉の建物躯体への設置方法であって、
前記壁部形成工程において、前記ヒンジを有する枠部分は、前記コンクリート打設の型枠を兼ねることを特徴とする。
上記第4に示す発明によれば、前記コンクリート打設に係る型枠の一部を省略することができて、コスト削減を図れる。
4th invention is the installation method to the building frame of the door of 3rd,
In the wall forming step, the frame portion having the hinge also serves as the formwork for placing the concrete.
According to the fourth aspect of the present invention, a part of the mold for placing the concrete can be omitted, and the cost can be reduced.

第5に示す発明は、第3又は4に記載の扉の建物躯体への設置方法であって、
前記残りの枠部分は前記壁部との間に空間をあけつつ前記壁部に固定され、
前記空間にセメント系のグラウト材が充填されることにより、前記残りの枠部分は前記壁部と一体化されることを特徴とする。
上記第5に示す発明によれば、前記壁部との間に前記空間をあけつつ前記壁部に固定されるので、前記空間の大きさの調整により、前記残りの枠部分と前記扉との間の隙間の大きさを所期の管理公差に容易に収めることができる。
また、最終的に前記空間にはセメント系のグラウト材が充填される。よって、放射線を確実に遮蔽することができて、当該設置方法を、放射性物質を扱う建物に対して有効に適用可能となる。
5th invention is the installation method to the building frame of the door of 3rd or 4th, Comprising:
The remaining frame portion is fixed to the wall portion with a space between the wall portion,
The remaining frame portion is integrated with the wall portion by filling the space with a cement-based grout material.
According to the fifth aspect of the present invention, since the space is fixed to the wall while opening the space, the adjustment of the size of the space allows the remaining frame portion and the door to be fixed. The size of the gaps can be easily accommodated within the desired management tolerances.
Finally, the space is filled with a cement grout material. Therefore, radiation can be reliably shielded, and the installation method can be effectively applied to buildings that handle radioactive materials.

第6に示す発明は、第1乃至5の何れかに記載の扉の建物躯体への設置方法であって、
前記扉は、有底箱部材と、該有底箱部材の内部に充填されるコンクリートと、を本体とし、
前記第2工程では、前記ヒンジに前記有底箱部材が取り付けられた後に、該有底箱部材内に前記コンクリートが充填されることを特徴とする。
上記第6に示す発明によれば、前記有底箱部材内にコンクリートが充填されてなる扉の完成状態で、前記第3工程を行うことになる。これにより、扉の自重に起因した歪みや撓みを考慮して、前記残りの枠部分を設置できるので、扉と前記残りの枠部分との間の隙間を管理値内に確実に収めることができて、その結果、手直しに要する時間やその費用の削減を図れる。
6th invention is the installation method to the building frame of the door in any one of 1 thru | or 5, Comprising:
The door has a bottomed box member and concrete filled in the bottomed box member as a main body,
In the second step, the bottomed box member is filled with the concrete after the bottomed box member is attached to the hinge.
According to the sixth aspect of the invention, the third step is performed in a completed state of the door in which the bottomed box member is filled with concrete. As a result, the remaining frame portion can be installed in consideration of the distortion and deflection caused by the dead weight of the door, so that the gap between the door and the remaining frame portion can be reliably kept within the control value. As a result, the time and cost required for rework can be reduced.

第7に示す発明は、第1乃至6の何れかに記載の扉の建物躯体への設置方法であって、
前記残りの枠部分は、前記建物躯体に固定される骨組み部材と、該骨組み部材に設けられ前記扉の側面と対向する板部材と、前記板部材の前記扉に対する位置を調整する位置調整機構と、を有し、
前記第3工程では、前記位置調整機構によって、前記板部材と前記扉とが所定の大きさの隙間をもって対向するように前記板部材の位置を調整し、
当該調整後に、前記板部材と前記建物躯体との間の空間にセメント系のグラウト材を充填して前記板部材と前記建物躯体とを一体化することを特徴とする。
上記第7に示す発明によれば、位置調整機構を用いることにより、扉と前記残りの枠部分との間の隙間を管理公差内に確実に収めることができる。
A seventh aspect of the invention is a method of installing the door according to any one of the first to sixth aspects to a building frame,
The remaining frame portion includes a frame member fixed to the building frame, a plate member provided on the frame member and facing a side surface of the door, and a position adjusting mechanism for adjusting a position of the plate member with respect to the door. Have
In the third step, the position of the plate member is adjusted by the position adjusting mechanism so that the plate member and the door face each other with a predetermined gap,
After the adjustment, the space between the plate member and the building frame is filled with a cement grout material to integrate the plate member and the building frame.
According to the seventh aspect of the present invention, by using the position adjustment mechanism, the gap between the door and the remaining frame portion can be reliably kept within the management tolerance.

第8に示す発明は、第7に記載の扉の枠の建物躯体への設置方法であって、
前記板部材の一部は、前記位置調整機構による前記板部材の位置の調整後に前記骨組み部材に固定されることを特徴とする。
上記第8に示す発明によれば、位置調整の際には、板部材の一部は未だ骨組み部材に固定されていないので、そこを通じて位置調整機構を操作し易くなり、位置調整作業を行い易くなる。
The invention shown in the eighth is an installation method to the building frame of the door frame according to the seventh,
A part of the plate member is fixed to the frame member after the position adjustment mechanism adjusts the position of the plate member.
According to the eighth aspect of the invention, at the time of position adjustment, a part of the plate member is not yet fixed to the frame member, so that the position adjustment mechanism can be easily operated through the plate member and position adjustment work can be easily performed. Become.

第9に示す発明は、ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置構造であって、
前記枠は、前記ヒンジを有する枠部分と、該ヒンジを有する枠部分とは別体の残りの枠部分と、を有し、
前記ヒンジを有する枠部分は、前記建物躯体に一体に設けられた支柱部材に接続されて支持されていることを特徴とする。
上記第9に示す発明によれば、少なくとも前記ヒンジを有する枠部分を先行して製作して建物躯体の基礎に設置しておけば、前記枠を取り付けるべき建物躯体の部分の躯体工事を開始可能である。よって、前記枠や扉に係る全部品の完成を待たずに躯体工事に着手可能となり、工期短縮やコスト削減を図れる。
また、支持部材は建物躯体に一体に設けられている。よって、前記ヒンジを有する枠部分を確実に支持することができる。
9th invention is the installation structure to the building frame of the door supported so that opening and closing is possible inside a frame via a hinge,
The frame includes a frame portion having the hinge, and a remaining frame portion separate from the frame portion having the hinge,
The frame portion having the hinge is connected to and supported by a column member provided integrally with the building frame.
According to the ninth aspect of the invention, if the frame part having at least the hinge is manufactured in advance and installed on the foundation of the building frame, the building work of the part of the building frame to which the frame is to be attached can be started. It is. Therefore, it is possible to start the frame construction without waiting for completion of all the parts related to the frame and the door, and the construction period can be shortened and the cost can be reduced.
The support member is provided integrally with the building frame. Therefore, the frame portion having the hinge can be reliably supported.

1 建物、3 躯体床部(基礎)、
5 躯体壁部(壁部)、5a 外壁面、5b 内壁面、
7 躯体開口部(開口部)、7a 内周面、
21 放射線遮蔽扉(扉)、21L 左側側面(戸先側側面)、
21R 右側側面、21U 上側側面、21D 下側側面、
23 有底箱部材、31 四方枠(枠)、31a 内周面、
33 ヒンジ、40 右側の縦枠部分、
41 第1プレート部材、41a プレート体、
41b コ字形状の部材(残りの枠部分)、
43 第2プレート部材、43p 連結プレート、
45 支持部材、45f フランジ、45p 連結プレート、
49 スタッドジベル、50 中空部材(左側の縦枠部分、残りの枠部分)、
51 板部材、51a プレート、51b プレート(板部材の一部)、
53 骨組み部材、53a 鉛直材、53b 水平材、
60 中空部材(上枠部分、残りの枠部分)、61 板部材、
61a プレート、61ap 屈曲部、61b プレート(板部材の一部)、
63 骨組み部材、63a 鉛直材、63b アングル材、
70 中空部材(下枠部分、残りの枠部分)、
71 板部材、71a プレート、71b プレート(板部材の一部)、
73 骨組み部材、73a 水平材、73b 水平材、
B ボルト、H ボルト孔、G 隙間、A1 アングル材、A2 アングル材、
ST1 段差部、ST2 段差部、ANC アンカー部材、
BR1 支持ブラケット、BR2 支持ブラケット、BR3 支持ブラケット、
BR4 支持ブラケット、BR5 支持ブラケット、BR6 支持ブラケット、
BR7 支持ブラケット、BR8 支持ブラケット、BR9 支持ブラケット、
C33 支点、
M41 モルタル(グラウト材)、M50 モルタル(グラウト材)、
M60 モルタル(グラウト材)、M70 モルタル(グラウト材)、
SP50 中空空間、SP60 中空空間、SP70 中空空間
1 building, 3 building floor (foundation),
5 Body wall part (wall part), 5a outer wall surface, 5b inner wall surface,
7 housing opening (opening), 7a inner peripheral surface,
21 radiation shielding door (door), 21L left side (door side),
21R right side, 21U upper side, 21D lower side,
23 bottomed box member, 31 four-sided frame (frame), 31a inner peripheral surface,
33 Hinge, 40 Vertical frame on the right side,
41 first plate member, 41a plate body,
41b U-shaped member (remaining frame part),
43 second plate member, 43p connecting plate,
45 support member, 45f flange, 45p connecting plate,
49 Stud Gyvel, 50 Hollow member (left side vertical frame part, remaining frame part),
51 plate member, 51a plate, 51b plate (part of plate member),
53 frame members, 53a vertical material, 53b horizontal material,
60 hollow member (upper frame part, remaining frame part), 61 plate member,
61a plate, 61ap bent part, 61b plate (part of plate member),
63 frame member, 63a vertical material, 63b angle material,
70 Hollow member (lower frame part, remaining frame part),
71 plate member, 71a plate, 71b plate (part of plate member),
73 frame members, 73a horizontal material, 73b horizontal material,
B bolt, H bolt hole, G gap, A1 angle material, A2 angle material,
ST1 step, ST2 step, ANC anchor member,
BR1 support bracket, BR2 support bracket, BR3 support bracket,
BR4 support bracket, BR5 support bracket, BR6 support bracket,
BR7 support bracket, BR8 support bracket, BR9 support bracket,
C33 fulcrum,
M41 mortar (grouting material), M50 mortar (grouting material),
M60 mortar (grouting material), M70 mortar (grouting material),
SP50 hollow space, SP60 hollow space, SP70 hollow space

Claims (5)

ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置構造であって、
前記枠は、前記ヒンジを有する枠部分と、該ヒンジを有する枠部分とは別体の残りの枠部分と、を有し、
前記ヒンジを有する枠部分は、前記建物躯体に一体に設けられた支持部材に接続されて支持されており、
前記枠を取り付けるべき開口部を有した前記建物躯体の壁部は、コンクリート打設により形成されており、
前記コンクリート打設により、前記ヒンジを有する枠部分は前記壁部に一体化されるとともに、前記支持部材は前記壁部内に埋設一体化されており、
前記残りの枠部分は前記壁部との間に空間をあけつつ前記壁部に固定され、
前記空間にセメント系のグラウト材が充填されることにより、前記残りの枠部分は前記壁部と一体化されることを特徴とする扉の建物躯体への設置構造。
It is an installation structure on a building frame of a door that is supported to be opened and closed inside the frame via a hinge,
The frame includes a frame portion having the hinge, and a remaining frame portion separate from the frame portion having the hinge,
The frame portion having the hinge is connected to and supported by a support member provided integrally with the building frame,
The wall of the building frame having an opening to which the frame is attached is formed by concrete placement,
By the concrete placement, the frame portion having the hinge is integrated with the wall portion, and the support member is embedded and integrated in the wall portion ,
The remaining frame portion is fixed to the wall portion with a space between the wall portion,
An installation structure for a door of a building , wherein the remaining frame portion is integrated with the wall portion by filling the space with a cement grout material .
請求項1に記載の扉の建物躯体への設置構造であって、
前記ヒンジを有する枠部分は、前記コンクリート打設の型枠を兼ねることを特徴とする扉の建物躯体への設置構造。
It is the installation structure to the building frame of the door according to claim 1,
The structure for installing a door on a building frame, wherein the frame portion having the hinge also serves as a formwork for placing the concrete.
ヒンジを介して枠の内側に開閉自在に支持される扉の建物躯体への設置構造であって、
前記枠は、前記ヒンジを有する枠部分と、該ヒンジを有する枠部分とは別体の残りの枠部分と、を有し、
前記ヒンジを有する枠部分は、前記建物躯体に一体に設けられた支持部材に接続されて支持されており、
前記残りの枠部分は、前記建物躯体に固定される骨組み部材と、該骨組み部材に設けられ前記扉の側面と対向する板部材と、前記板部材の前記扉に対する位置を調整する位置調整機構と、を有し、
前記板部材と前記建物躯体との間の空間にセメント系のグラウト材が充填されており、当該グラウト材によって前記板部材と前記建物躯体とが一体化されていることを特徴とする扉の建物躯体への設置構造。
It is an installation structure on a building frame of a door that is supported to be opened and closed inside the frame via a hinge,
The frame includes a frame portion having the hinge, and a remaining frame portion separate from the frame portion having the hinge,
The frame portion having the hinge is connected to and supported by a support member provided integrally with the building frame,
The remaining frame portion includes a frame member fixed to the building frame, a plate member provided on the frame member and facing a side surface of the door, and a position adjusting mechanism for adjusting a position of the plate member with respect to the door. Have
The space between the plate member and the building frame is filled with a cement grout material, and the plate member and the building frame are integrated by the grout material. Installation structure on the frame.
請求項3に記載の扉の建物躯体への設置構造であって、
前記位置調整機構によって、前記板部材と前記扉とが所定の大きさの隙間をもって対向するように前記板部材の位置を調整されることを特徴とする扉の建物躯体への設置構造。
It is the installation structure to the building frame of the door according to claim 3 ,
An installation structure of a door on a building frame, wherein the position of the plate member is adjusted by the position adjusting mechanism so that the plate member and the door face each other with a predetermined gap.
請求項3又は4に記載の扉の建物躯体への設置構造であって、
前記板部材の一部は、前記位置調整機構による前記板部材の位置の調整後に前記骨組み部材に固定されることを特徴とする扉の建物躯体への設置構造。
The installation structure of the door according to claim 3 or 4 to the building frame,
A part of the plate member is fixed to the frame member after the position of the plate member is adjusted by the position adjusting mechanism.
JP2014013969A 2014-01-29 2014-01-29 Installation structure of doors in the building frame Expired - Fee Related JP5753913B2 (en)

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