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JP2019113363A - Building structure and method for forming shield wall - Google Patents

Building structure and method for forming shield wall Download PDF

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Publication number
JP2019113363A
JP2019113363A JP2017245545A JP2017245545A JP2019113363A JP 2019113363 A JP2019113363 A JP 2019113363A JP 2017245545 A JP2017245545 A JP 2017245545A JP 2017245545 A JP2017245545 A JP 2017245545A JP 2019113363 A JP2019113363 A JP 2019113363A
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Prior art keywords
wall
shielding wall
pillar
radiation
column
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JP6924691B2 (en
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洋介 落合
Yosuke Ochiai
洋介 落合
崇興 金田
Takaoki Kaneda
崇興 金田
剛 有竹
Takeshi Aritake
剛 有竹
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To perform an edge cutting for the shield wall of a column in the shield wall for shielding radiation.SOLUTION: A radiation treatment room 20 includes a shield wall 50 for blocking radiation S; and a column 100 formed above the inner wall 52A of a vertical hole 52 in the shield wall 50, with a space between the inner wall and the column.SELECTED DRAWING: Figure 2

Description

本発明は、建物構造及び遮蔽壁の構築方法に関する。   The present invention relates to a building structure and a method of constructing a shielding wall.

引用文献1には、鉄筋コンクリート造建物における耐震用のスリット材を用いた外壁構造とその施工方法に係り、特にスリット材を水平方向に設置する外壁の施工技術に関する技術が開示されている。この先行技術では、第一のスリット材の上方に、目地部側が傾斜面となっている第二のスリット材をそれに沿って載置している。   The cited reference 1 relates to an outer wall structure using a slit material for earthquake resistance in a reinforced concrete building and a construction method thereof, and in particular, a technology related to a construction technique of an outer wall in which the slit material is installed horizontally. In this prior art, the second slit material, in which the joint side is an inclined surface, is placed above the first slit material.

引用文献2には、スリット材をコンクリートに打ち込んで耐震スリットを形成する耐震スリットの施工方法およびこのスリット材の支持構造に関する技術が開示されている。この先行技術では、非耐力壁の両側面を覆う一対の型枠を建て込んで、当該一対の型枠間に一端側から他端側に向かうに従って幅が広くなるスリット材を配置する。このスリット材は、当該スリット材の広くなっている側に引き抜くことで取り外している。   The reference document 2 discloses a construction method of a seismic slit in which a slit material is inserted into concrete to form a seismic slit, and a technique relating to a support structure of the slit material. In this prior art, a pair of molds covering both side surfaces of the non-load bearing wall is built, and a slit member whose width becomes wider from one end side to the other end side is arranged between the pair of molds. This slit material is removed by pulling out to the wide side of the slit material.

引用文献3には、耐震スリット材とその耐震スリット材を非構造壁と構造部との接合部に配置した建築物に関する技術が開示されている。この先行技術では、非構造壁と構造部との間に形成される隙間に発泡樹脂材からなる耐震スリット材を配置することで、縁切りを確保しながら、目地隙間の通気、雨水の漏水を遮断するようにしている。   Patent Document 3 discloses a technology relating to a building in which an aseismic slit material and its aseismic slit material are disposed at a joint between a non-structural wall and a structural part. In this prior art, an aseismic slit material made of a foamed resin material is disposed in a gap formed between a non-structural wall and a structural part, thereby blocking the ventilation of the joint gap and the leakage of rainwater while securing the border. I am trying to do it.

特開2001−3492号公報JP 2001-3492 A 特開2014−141819号公報JP, 2014-141819, A 特開2012−202079号公報JP, 2012-202079, A

放射線を遮蔽する遮蔽壁は非常に厚く剛性が非常に高いため、建物全体の偏心率や水平力の集中が過大となることがある。よって、遮蔽壁は、周囲の建物躯体と縁切っておくことが望ましいとされている。しかし、遮蔽壁は、壁厚が非常に厚いために、柱が遮蔽壁の中に配置されることがあり、この場合、遮蔽壁と柱との縁切りが難しくなる。   The shielding wall for shielding radiation is very thick and very high in rigidity, which may result in excessive eccentricity and concentration of horizontal force throughout the building. Thus, it is desirable that the shielding wall be lined with the surrounding building frame. However, since the shielding wall has a very large wall thickness, the pillar may be disposed in the shielding wall, which makes it difficult to cut off the shielding wall and the pillar.

よって、本発明は、上記事実を鑑み、放射線を遮蔽する遮蔽壁内に配置された柱の遮蔽壁との縁切りが目的である。   Therefore, in view of the above facts, the present invention aims to cut off the shielding wall of a column disposed in a shielding wall that shields radiation.

請求項1の発明は、放射線を遮蔽する遮蔽壁と、前記遮蔽壁内に形成された縦孔に、前記縦孔の内壁に隙間をあけて設けられた柱と、を備えた建物構造である。   The invention according to claim 1 is a building structure provided with a shielding wall for shielding radiation, and a pillar provided in the vertical hole formed in the shielding wall with a gap in the inner wall of the vertical hole. .

請求項1に記載の発明では、放射線を遮蔽する遮蔽壁内に形成された縦孔に柱を設けることで、遮蔽壁と柱との縁を切ることができる。よって、遮蔽壁内に柱が配置された建物全体の偏心率の過大や水平力の集中等が抑制される。   According to the first aspect of the present invention, by providing columns in the vertical holes formed in the shielding wall that shields the radiation, the edges of the shielding wall and the columns can be cut. Therefore, the eccentricity of the whole building in which the pillars are disposed in the shielding wall, the concentration of the horizontal force, and the like are suppressed.

請求項2の発明は、平面視において、前記柱の側面は、前記遮蔽壁の壁面に対して傾斜すると共に、前記遮蔽壁に入射する前記放射線に対して交差している、請求項1に記載の建物構造である。   The invention according to claim 2 is that, in a plan view, the side surface of the pillar is inclined with respect to the wall surface of the shielding wall and intersects with the radiation incident on the shielding wall. Building structure.

請求項2に記載の発明では、柱の側面と縦孔との隙間を放射線が通って透過することが防止されるので、放射線の遮蔽効果が向上する。   According to the second aspect of the present invention, radiation is prevented from passing through the gap between the side surface of the column and the vertical hole, so that the radiation shielding effect is improved.

請求項3の発明は、前記柱の周面と前記縦孔の内壁との隙間は空気層になっている、請求項1又は請求項2に記載の建物構造である。   The invention according to claim 3 is the building structure according to claim 1 or 2, wherein a gap between the circumferential surface of the pillar and the inner wall of the vertical hole is an air layer.

請求項3に記載の発明では、柱の周面と縦孔との隙間は空気層になっているので、遮蔽壁と柱との縁をより完全に切ることができる。よって、遮蔽壁による建物全体の偏心率の過大や水平力の集中の過大等がより効果的に抑制される   In the invention according to claim 3, since the gap between the circumferential surface of the column and the vertical hole is an air layer, the edge between the shielding wall and the column can be cut more completely. Therefore, the eccentricity of the entire building due to the shielding wall and the concentration of horizontal force are suppressed more effectively.

請求項4の発明は、縁切部材を柱の周面に沿って設ける工程と、前記柱の周面に前記縁切部材を設けた状態で、前記柱の周囲にコンクリートを打設し、遮蔽壁を構築する工程と、前記縁切部材を引き抜く工程と、を備えた遮蔽壁の構築方法である。   In the invention of claim 4, in the step of providing the edge cutting member along the circumferential surface of the column, and in the state where the edge cutting member is provided on the circumferential surface of the column, concrete is cast around the column to shield A method of constructing a shielding wall comprising the steps of: constructing a wall; and pulling out the edge cutting member.

請求項4に記載の発明では、縁切部材を柱の周面に沿って設けた状態でコンクリートを打設して遮蔽壁を構築したのち、縁切部材を引き抜くことで、遮蔽壁内に縦孔を形成すると共に、この縦孔内に柱を容易に設けることができる。   In the invention according to the fourth aspect, concrete is cast in a state where the edge cutting member is provided along the circumferential surface of the column to construct a shielding wall, and then the edge cutting member is pulled out to form a vertical in the shielding wall. A hole can be formed and a pillar can be easily provided in this vertical hole.

本発明によれば、放射線を遮蔽する遮蔽壁内に配置された柱と遮蔽壁とを縁切りすることができる。   According to the present invention, it is possible to cut off a column and a shielding wall which are disposed in a shielding wall which shields radiation.

本発明の一実施形態の放射線治療室の水平断面図である。It is a horizontal sectional view of the radiation treatment room of one embodiment of the present invention. 図1の要部の拡大水平断面図である。It is an expansion horizontal sectional view of the principal part of FIG. 柱の周面に沿って配置された縁切部材の斜視図である。It is a perspective view of a rim member arranged along a peripheral surface of a pillar. 縁切部材の分解斜視図である。It is an exploded perspective view of a rim member. 柱の周面に沿って縁切部材を配置した状態で壁を構築した縦断面図である。It is the longitudinal cross-sectional view which built the wall in the state which arrange | positioned the edge cutting member along the surrounding surface of a pillar.

<実施形態>
本発明に係る一実施形態の建物構造が適用された放射線治療室について説明する。
Embodiment
A radiation treatment room to which a building structure according to an embodiment of the present invention is applied will be described.

[構造]
先ず、本実施形態の放射線治療室の構造について説明する。
[Construction]
First, the structure of the radiation treatment room of the present embodiment will be described.

図1に示す放射線治療室20は、病院である建物10内に設けられている。放射線治療室20は、放射線を遮蔽する鉄筋コンクリート造の遮蔽壁50で囲まれている。本実施形態の遮蔽壁50の厚みは、1000mm以上である。   The radiation treatment room 20 shown in FIG. 1 is provided in a building 10 which is a hospital. The radiation treatment room 20 is surrounded by a reinforced concrete shielding wall 50 for shielding radiation. The thickness of the shielding wall 50 of this embodiment is 1000 mm or more.

放射線治療室20内には、放射線治療器30が設置されている。放射線治療器30から放射位置32に出射される放射線Sの出射部34は、放射位置32を中心に平面視で略円形の軌道Kで移動する。   In the radiation treatment room 20, a radiation treatment device 30 is installed. The emission unit 34 of the radiation S emitted from the radiation treatment device 30 to the radiation position 32 moves in a substantially circular trajectory K in plan view centering on the radiation position 32.

図1及び図2に示すように、遮蔽壁50内には縦孔52が形成され、この縦孔52内に鉄筋コンクリート造の柱100が設けられている。   As shown in FIGS. 1 and 2, a vertical hole 52 is formed in the shielding wall 50, and a reinforced concrete pillar 100 is provided in the vertical hole 52.

図2に示すように、柱100は、平面視矩形状の柱本体110と、柱本体110における遮蔽壁50の壁面50Aと交差する方向の本体側面112に打ち増しされた平面視直角三角形状の打増部120と、で構成されている。このように平面視矩形状の柱本体110と平面視直角三角形状の打増部120とで構成された柱100は、平面視における全体形状が平行四辺形状になっている。   As shown in FIG. 2, the pillar 100 has a right-angled triangular shape in plan view that is additionally struck on a main body 110 having a rectangular shape in plan view and a main body side surface 112 in a direction intersecting the wall surface 50A of the shielding wall 50 in the main body 110. And a striking portion 120. The overall shape of the column 100 in a plan view is a parallelogram, as described above, the column 100 configured by the column main body 110 in a plan view rectangular shape and the striking portion 120 in a plan view right-angled triangle shape.

つまり、柱100の周面102における遮蔽壁50の壁面50Aと交差する方向の側面104は、壁面50Aに対して傾斜している。また、この柱100の傾斜した側面104は、平面視において、前述の放射線Sに対して交差している。   That is, the side surface 104 in the direction intersecting the wall surface 50A of the shielding wall 50 in the circumferential surface 102 of the column 100 is inclined with respect to the wall surface 50A. Further, the inclined side surfaces 104 of the pillar 100 intersect with the aforementioned radiation S in a plan view.

また、柱100の全周面102と遮蔽壁50内の縦孔52の内壁52Aとは、隙間があいており、この隙間は空気層60になっている。   Further, a gap is provided between the entire circumferential surface 102 of the pillar 100 and the inner wall 52 A of the vertical hole 52 in the shielding wall 50, and the gap is an air layer 60.

[放射線治療室の構築方法]
次に、放射線治療室20の構築方法の一例について説明する。
[How to build a radiation treatment room]
Next, an example of a method of constructing the radiation treatment room 20 will be described.

図3に示すように、既存の柱本体110の本体側面112に打増部120を打ち増しする(図2も参照)。柱100の周面102に沿って縁切部材200を設ける。   As shown in FIG. 3, the striking portion 120 is additionally hit on the side surface 112 of the existing column main body 110 (see also FIG. 2). An edge cutting member 200 is provided along the circumferential surface 102 of the pillar 100.

図3、図4及び図5に示すように、縁切部材200は、線材の一例としての二本の全ねじボルト220を二枚の発泡スチロール等で構成された板状材210で挟み、全ねじボルト220の上下に板金製の板材230、232をナット222で締結した構造である。上側の板材230には、後述するワイヤー236(図4参照)を取り付ける取付部234が設けられている。   As shown in FIG. 3, FIG. 4 and FIG. 5, the edge cutting member 200 sandwiches two full screw bolts 220 as an example of a wire with a plate member 210 composed of two sheets of expanded polystyrene etc. Sheet members 230 and 232 made of sheet metal are fastened by nuts 222 above and below the bolt 220. The upper plate member 230 is provided with a mounting portion 234 to which a wire 236 (see FIG. 4) described later is attached.

図4に示すように、板状材210の一方の板面210Aには、全ねじボルト220が入る溝部212が形成されている。   As shown in FIG. 4, in one plate surface 210 </ b> A of the plate-like member 210, a groove portion 212 into which the all screw bolt 220 is inserted is formed.

そして、前述したように周面102に沿って縁切部材200を設けた柱100の周囲に、図5に示すように、コンクリートを打設し、遮蔽壁50を構築したのち、図3に示すように、上側の板材230の取付部234にワイヤー236を取り付けて引き上げ、縁切部材200を引き抜く。   Then, as shown in FIG. 5, concrete is cast around the pillar 100 provided with the edge cutting member 200 along the circumferential surface 102 as described above, and after the shielding wall 50 is constructed, it is shown in FIG. As described above, the wire 236 is attached to the attachment portion 234 of the upper plate member 230 and pulled up, and the edge cutting member 200 is pulled out.

このような方法により、遮蔽壁50の縦孔52内に内壁52Aと隙間をあけて柱100が設けられる。   By such a method, the pillar 100 is provided in the vertical hole 52 of the shielding wall 50 with a gap from the inner wall 52A.

[作用及び効果]
次に、本実施形態の作用及び効果について説明する。
[Action and effect]
Next, the operation and effects of the present embodiment will be described.

本実施形態の放射線治療室20では、放射線Sを遮蔽する遮蔽壁50内に形成された縦孔52に柱100を設けることで、遮蔽壁50と柱100との縁が切られている。よって、遮蔽壁50内に柱100が配置された建物10全体の偏心率の過大や水平力の集中等が抑制される。   In the radiation treatment room 20 of the present embodiment, by providing the pillar 100 in the vertical hole 52 formed in the shielding wall 50 for shielding the radiation S, the edges of the shielding wall 50 and the pillar 100 are cut. Accordingly, the eccentricity of the entire building 10 in which the pillars 100 are disposed in the shielding wall 50 is prevented from being excessive, concentration of horizontal force, and the like.

また、柱100の周面102と縦孔52の内壁52Aとは非接触であり、隙間は空気層60となっている。よって、遮蔽壁50と柱100との縁を完全に切ることができる。したがって、遮蔽壁50による建物10全体の偏心率の過大や水平力の集中の過大等がより効果的に抑制される   Further, the circumferential surface 102 of the column 100 and the inner wall 52A of the vertical hole 52 do not contact, and the gap is an air layer 60. Therefore, the edge of the shielding wall 50 and the pillar 100 can be cut completely. Therefore, the eccentricity of the entire building 10 due to the shielding wall 50 and the concentration of the horizontal force are suppressed more effectively.

また、縁切部材200を柱100の周面102に沿って設けた状態でコンクリートを打設して遮蔽壁50を構築したのち、縁切部材200を引き抜くことで、遮蔽壁50内に縦孔52を形成し、この縦孔52内に柱100を容易に設けることができる。   In addition, concrete is cast in a state where the edge cutting member 200 is provided along the circumferential surface 102 of the column 100 to construct the shielding wall 50, and then the edge cutting member 200 is pulled out to form vertical holes in the shielding wall 50. 52 can be formed, and the pillar 100 can be easily provided in the vertical hole 52.

また、柱100の側面104は、遮蔽壁50の壁面50Aに対して傾斜すると共に、放射線Sに対して交差している。よって、柱100の周面102と縦孔52の内壁52Aとの隙間(本実施形態では空気層60)を放射線Sが通って透過することが防止されるので、放射線Sの遮蔽効果が向上する。   The side surface 104 of the pillar 100 is inclined with respect to the wall surface 50A of the shielding wall 50 and intersects with the radiation S. Thus, the radiation S is prevented from passing through the gap (in the present embodiment, the air layer 60) between the circumferential surface 102 of the column 100 and the inner wall 52A of the vertical hole 52, so the shielding effect of the radiation S is improved. .

<その他>
尚、本発明は上記実施形態に限定されない。
<Others>
The present invention is not limited to the above embodiment.

例えば、上記実施形態では、遮蔽壁50の縦孔52の内壁52Aと柱100の周面102との隙間は、空気層60となっていたが、これに限定されない。縦孔52の内壁52Aと柱100の周面102との隙間に、発泡スチロール等で構成された板状材210等の縁切板材が挟まれていてもよい。   For example, in the above embodiment, the gap between the inner wall 52A of the vertical hole 52 of the shielding wall 50 and the circumferential surface 102 of the pillar 100 is the air layer 60, but is not limited to this. In the gap between the inner wall 52A of the vertical hole 52 and the circumferential surface 102 of the column 100, a plate material such as a plate member 210 made of expanded polystyrene or the like may be sandwiched.

なお、この場合、柱100の周面102に沿って縁切板材(例えば、発泡スチロール等で構成された板状材210)を貼り付けて、その状態でコンクリートを打設して遮蔽壁50を構築し、縁切板材をそのまま遮蔽壁50に埋めたままにすればよい。   In this case, an edge-cut plate (for example, a plate-like member 210 made of expanded polystyrene or the like) is attached along the circumferential surface 102 of the column 100, and concrete is cast in this state to construct the shielding wall 50. And the end plate material may be buried in the shielding wall 50 as it is.

また、上記実施形態では、柱100の側面104は遮蔽壁50の壁面50Aに対して傾斜すると共に、遮蔽壁50に入射する放射線Sに対して交差したが、これに限定されない。柱100は、矩形状であってもよいし、円形であってもよい。また、柱100の側面104が放射線Sに対して平行であってもよい。   Moreover, in the said embodiment, while the side surface 104 of the pillar 100 inclines with respect to the wall surface 50A of the shielding wall 50, although it crossed with respect to the radiation S which injects into the shielding wall 50, it is not limited to this. The pillar 100 may be rectangular or circular. Also, the side surface 104 of the pillar 100 may be parallel to the radiation S.

また、放射線治療室20以外の遮蔽壁にも本発明を適用することができる。   In addition, the present invention can be applied to shielding walls other than the radiation treatment room 20.

更に、本発明の要旨を逸脱しない範囲において種々なる態様で実施し得る。   Furthermore, the present invention can be implemented in various aspects without departing from the scope of the present invention.

50 遮蔽壁
50A 壁面
52 縦孔
52A 内壁
60 空気層
100 柱
104 側面
200 縁切部材
S 放射線
50 Shielding Wall 50A Wall 52 Vertical Hole 52A Inner Wall 60 Air Layer 100 Column 104 Side 200 Edge Cutting Member S Radiation

Claims (4)

放射線を遮蔽する遮蔽壁と、
前記遮蔽壁内に形成された縦孔に、前記縦孔の内壁に隙間をあけて設けられた柱と、
を備えた建物構造。
A shielding wall that shields radiation,
In the vertical hole formed in the shielding wall, a pillar provided with a gap in the inner wall of the vertical hole,
Building structure equipped with
平面視において、前記柱の側面は、前記遮蔽壁の壁面に対して傾斜すると共に、前記遮蔽壁に入射する前記放射線に対して交差している、
請求項1に記載の建物構造。
In plan view, the side surfaces of the pillars are inclined with respect to the wall surface of the shielding wall and intersect with the radiation incident on the shielding wall.
The building structure according to claim 1.
前記柱の周面と前記縦孔の内壁との隙間は空気層になっている、
請求項1又は請求項2に記載の建物構造。
A gap between the circumferential surface of the column and the inner wall of the vertical hole is an air layer,
The building structure according to claim 1 or 2.
縁切部材を、柱の周面に沿って設ける工程と、
前記柱の周面に前記縁切部材を設けた状態で、前記柱の周囲にコンクリートを打設し、遮蔽壁を構築する工程と、
前記縁切部材を引き抜く工程と、
を備えた遮蔽壁の構築方法。
Providing a cutting member along the circumferential surface of the column;
Placing concrete in the periphery of the pillar in a state in which the edge cutting member is provided on the circumferential surface of the pillar, and constructing a shielding wall;
Pulling out the rim member;
How to construct a shielded wall with
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5613330A (en) * 1994-12-27 1997-03-25 Euroshield Oy Support pillar system for a magnetically-shielded room
JP2016151116A (en) * 2015-02-17 2016-08-22 株式会社ジェイエスピー Earthquake-proof slit material and slit core material for the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5613330A (en) * 1994-12-27 1997-03-25 Euroshield Oy Support pillar system for a magnetically-shielded room
JP2016151116A (en) * 2015-02-17 2016-08-22 株式会社ジェイエスピー Earthquake-proof slit material and slit core material for the same

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