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JP6924691B2 - How to build building structure and shielding wall - Google Patents
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JP6924691B2 - How to build building structure and shielding wall - Google Patents

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JP6924691B2
JP6924691B2 JP2017245545A JP2017245545A JP6924691B2 JP 6924691 B2 JP6924691 B2 JP 6924691B2 JP 2017245545 A JP2017245545 A JP 2017245545A JP 2017245545 A JP2017245545 A JP 2017245545A JP 6924691 B2 JP6924691 B2 JP 6924691B2
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pillar
shielding wall
wall
vertical hole
peripheral surface
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JP2019113363A (en
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洋介 落合
洋介 落合
崇興 金田
崇興 金田
剛 有竹
剛 有竹
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Takenaka Corp
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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 method for constructing a building structure and 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。 Reference 1 discloses a technique relating to an outer wall structure using a seismic slit material in a reinforced concrete building and a construction method thereof, and particularly to a technique for constructing an outer wall in which the slit material is installed in the horizontal direction. In this prior art, a second slit material having an inclined surface on the joint side 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。 Reference 2 discloses a method of constructing a seismic slit in which a slit material is driven 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 formwork covering both side surfaces of a non-bearing wall is built, and a slit material whose width increases from one end side to the other end side is arranged between the pair of formwork. This slit material is removed by pulling it out to the wider 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。 Cited Document 3 discloses a technique relating to a building in which a seismic slit material and the seismic slit material are arranged at a joint portion between a non-structural wall and a structural portion. In this prior art, by arranging a seismic slit material made of foamed resin material in the gap formed between the non-structural wall and the structural part, ventilation of the joint gap and leakage of rainwater are blocked while ensuring edge cutting. I try to do it.

特開2001−3492号公報Japanese Unexamined Patent Publication No. 2001-3492 特開2014−141819号公報Japanese Unexamined Patent Publication No. 2014-141819 特開2012−202079号公報Japanese Unexamined Patent Publication No. 2012-202079

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。 Since the shielding wall that shields radiation is very thick and very rigid, the eccentricity and horizontal force concentration of the entire building may become excessive. Therefore, it is desirable that the shielding wall be separated from the surrounding building frame. However, since the wall thickness of the shielding wall is very thick, the pillars may be arranged in the shielding wall, and in this case, it becomes difficult to cut the edge between 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, an object of the present invention is to cut off the edge of a pillar arranged 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 of claim 1 is a building structure including a shielding wall that shields radiation, and a pillar formed in a 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。 In the invention according to claim 1, the edge between the shielding wall and the pillar can be cut by providing a pillar in a vertical hole formed in the shielding wall that shields radiation. Therefore, excessive eccentricity and concentration of horizontal force of the entire building in which columns are arranged in the shielding wall 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 1 is the invention of claim 1, wherein 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 in a plan view. The building structure of.

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。 In the invention according to claim 2, since radiation is prevented from passing through the gap between the side surface of the column and the vertical hole, 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 the gap between the peripheral 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 peripheral surface of the pillar and the vertical hole is an air layer, the edge between the shielding wall and the pillar can be cut more completely. Therefore, excessive eccentricity of the entire building and excessive concentration of horizontal force due to the shielding wall are more effectively suppressed.

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。 According to the fourth aspect of the present invention, a step of providing the edge cutting member along the peripheral surface of the pillar and a state in which the edge cutting member is provided on the peripheral surface of the pillar, concrete is cast around the pillar to shield the pillar. It is a method of constructing a shielding wall including a step of constructing a wall and a step of 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 claim 4, concrete is cast in a state where the edge cutting member is provided along the peripheral surface of the pillar to construct a shielding wall, and then the edge cutting member is pulled out to vertically enter the shielding wall. Along with forming the hole, a pillar can be easily provided in the 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, the pillars arranged in the shielding wall that shields radiation and the shielding wall can be cut off.

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 radiotherapy room of one Embodiment of this invention. 図1の要部の拡大水平断面図である。It is an enlarged horizontal sectional view of the main 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 the edge cutting member arranged along the 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 the edge cutting 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 a vertical cross-sectional view which constructed the wall with the edge cutting member arranged along the peripheral surface of a column.

<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 radiotherapy room to which the building structure of one embodiment according to 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。
[structure]
First, the structure of the radiotherapy 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 radiotherapy room 20 shown in FIG. 1 is provided in a building 10 which is a hospital. The radiation therapy room 20 is surrounded by a reinforced concrete shielding wall 50 that shields radiation. The thickness of the shielding wall 50 of the present 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。 A radiotherapy device 30 is installed in the radiotherapy room 20. The emitting portion 34 of the radiation S emitted from the radiation therapy device 30 to the radiation position 32 moves in a substantially circular orbit K in a plan view around 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 column 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 rectangular shape in a plan view and a triangular shape in a right angle in a plan view, which is added to the side surface 112 of the main body in the direction intersecting the wall surface 50A of the shielding wall 50 in the pillar body 110. It is composed of an additional portion 120. As described above, the pillar 100 composed of the pillar body 110 having a rectangular shape in a plan view and the additional portion 120 having a right-angled triangle shape in a plane view has a parallel quadrilateral shape as a whole in a plane view.

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 of the peripheral surface 102 of the pillar 100 in the direction intersecting the wall surface 50A of the shielding wall 50 is inclined with respect to the wall surface 50A. Further, the inclined side surface 104 of the pillar 100 intersects the above-mentioned 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, there is a gap between the entire peripheral surface 102 of the pillar 100 and the inner wall 52A of the vertical hole 52 in the shielding wall 50, and this 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 radiotherapy room]
Next, an example of a method for constructing the radiotherapy 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 additional portion 120 is added to the main body side surface 112 of the existing pillar main body 110 (see also FIG. 2). An edge cutting member 200 is provided along the peripheral 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 FIGS. 3, 4 and 5, the edge cutting member 200 sandwiches two full-screw bolts 220 as an example of a wire rod between two plate-shaped members 210 made of styrofoam or the like, and has full screws. The structure is such that sheet metal plates 230 and 232 are fastened to the top and bottom of the bolt 220 with nuts 222. The upper plate member 230 is provided with a mounting portion 234 for attaching a wire 236 (see FIG. 4), which will be described later.

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, one plate surface 210A of the plate-shaped member 210 is formed with a groove portion 212 into which the full screw bolt 220 is inserted.

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 peripheral surface 102 as described above to construct the shielding wall 50, and then shown in FIG. As described above, the wire 236 is attached to the attachment portion 234 of the upper plate member 230, 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 effect of this 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 therapy room 20 of the present embodiment, the edge between the shielding wall 50 and the pillar 100 is cut by providing the pillar 100 in the vertical hole 52 formed in the shielding wall 50 that shields the radiation S. Therefore, excessive eccentricity and concentration of horizontal force of the entire building 10 in which the pillar 100 is arranged in the shielding wall 50 are suppressed.

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 peripheral surface 102 of the pillar 100 and the inner wall 52A of the vertical hole 52 are not in contact with each other, and the gap is an air layer 60. Therefore, the edge between the shielding wall 50 and the pillar 100 can be completely cut. Therefore, the excessive eccentricity of the entire building 10 and the excessive concentration of horizontal force due to the shielding wall 50 are more effectively suppressed.

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。 Further, in a state where the edge cutting member 200 is provided along the peripheral surface 102 of the pillar 100, concrete is cast to construct the shielding wall 50, and then the edge cutting member 200 is pulled out to form a vertical hole 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。 Further, 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. Therefore, the radiation S is prevented from passing through the gap (the air layer 60 in the present embodiment) between the peripheral surface 102 of the pillar 100 and the inner wall 52A of the vertical hole 52, so that 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 peripheral surface 102 of the pillar 100 is the air layer 60, but the present invention is not limited to this. An edge cutting plate material such as a plate-shaped material 210 made of styrofoam or the like may be sandwiched between the inner wall 52A of the vertical hole 52 and the peripheral surface 102 of the pillar 100.

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 cutting plate material (for example, a plate-shaped material 210 made of styrofoam or the like) is attached along the peripheral surface 102 of the pillar 100, and concrete is cast in that state to construct the shielding wall 50. Then, the edge cutting plate material may be left 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。 Further, in the above embodiment, 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 incident on the shielding wall 50, but the present invention is not limited to this. The pillar 100 may be rectangular or circular. Further, 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。 Further, the present invention can be applied to a shielding wall other than the radiotherapy 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。 Further, it can be carried out in various embodiments without departing from the gist 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 surface 52 Vertical hole 52A Inner wall 60 Air layer 100 Pillar 104 Side 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 and
In the vertical hole formed in the shielding wall, a pillar provided with a gap in the inner wall of the vertical hole, and
Building structure 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 a 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。
The gap between the peripheral surface of the pillar 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。
The process of providing the edge cutting member along the peripheral surface of the pillar,
A process of placing concrete around the pillar to construct a shielding wall with the edge cutting member provided on the peripheral surface of the pillar.
The process of pulling out the edge cutting member and
How to build a shielded wall with.
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