JP2019112798A - Building structure - Google Patents

Building structure Download PDF

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JP2019112798A
JP2019112798A JP2017245546A JP2017245546A JP2019112798A JP 2019112798 A JP2019112798 A JP 2019112798A JP 2017245546 A JP2017245546 A JP 2017245546A JP 2017245546 A JP2017245546 A JP 2017245546A JP 2019112798 A JP2019112798 A JP 2019112798A
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slab
wall
floor
shielding wall
building structure
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JP6948937B2 (en
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僚平 山崎
Ryohei Yamazaki
僚平 山崎
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 cut an edge between a wall and a slab on an upper floor while reducing a floor height.SOLUTION: A building structure 11 is provided with a shield wall 50 having a lower end 52 supported by the building body, and a slab 30 of an upper floor 16 supported by an upper end 54 of the shield wall 50 via a sliding bearing 100.SELECTED DRAWING: Figure 1

Description

本発明は、建物構造に関する。   The present invention relates to a building structure.

引用文献1には、建物内の放射線治療施設、RI取り扱い施設、放射性廃棄物保管室等の放射線遮蔽が必要な空間の周囲に設置する放射線遮蔽仕切壁に関する技術が開示されている。   Patent Literature 1 discloses a technique related to a radiation shielding partition wall installed around a space requiring radiation shielding such as a radiation treatment facility in a building, an RI handling facility, a radioactive waste storage room and the like.

放射線の遮蔽壁は厚く剛性が高いため、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、これを避けるため遮蔽壁は、建物躯体と縁切ることが望ましいとされている。しかし、引用文献1では、 遮蔽壁の上側にスラブを支持するためにスラブ下に小梁を設けており、遮蔽壁を設置した階の階高が高くなる。   Because the radiation shielding wall is thick and rigid, eccentricity and horizontal force concentration may be excessive in the entire building. Therefore, in order to avoid this, it is desirable that the shielding wall be cut away from the building frame. However, in Patent Document 1, a beam is provided below the slab to support the slab above the shielding wall, and the height of the floor on which the shielding wall is installed is increased.

特開平11―131655号公報Japanese Patent Application Laid-Open No. 11-131655

本発明は、上記事実を鑑み、階高を抑えつつ、壁と上階のスラブとの縁を切ることが目的である。   An object of the present invention is to cut the edge between a wall and a slab on the upper floor while suppressing the floor height in view of the above-mentioned fact.

請求項1の発明は、下端部が建物躯体に支持された壁と、前記壁の上端部にアイソレーターを介して支持された上階のスラブと、を備えた建物構造である。   The invention according to claim 1 is a building structure comprising a wall whose lower end is supported by a building frame and an upper floor slab supported at the upper end of the wall via an isolator.

請求項1に記載の発明では、壁の上端部で上階のスラブをアイソレーターで支持することで、壁とスラブとの縁を切ることができると共に、スラブ下に梁を設ける必要がなくなり、その分、壁を設置した階の階高を低くすることができる。つまり、階高を抑えつつ、壁と上階のスラブとの縁を切ることができる。   In the invention according to claim 1, by supporting the upper floor slab with the isolator at the upper end of the wall, it is possible to cut the edge between the wall and the slab, and it becomes unnecessary to provide a beam under the slab The floor height of the floor where the wall is installed can be lowered by a minute. That is, it is possible to cut the edge between the wall and the slab on the upper floor while suppressing the floor height.

請求項2の発明は、前記壁は、放射線の透過を遮蔽する遮蔽壁である、請求項1に記載の建物構造である。   The invention according to claim 2 is the building structure according to claim 1, wherein the wall is a shielding wall that shields transmission of radiation.

請求項2に記載の発明では、遮蔽壁の上端部でアイソレーターを介してスラブを支持することで、遮蔽壁とスラブとの縁が切られている。よって、放射線の遮蔽壁を備えた建物の偏心を抑制することできる。   In the invention according to claim 2, the edge of the shielding wall and the slab is cut by supporting the slab through the isolator at the upper end of the shielding wall. Therefore, the eccentricity of the building provided with the shielding wall of radiation can be suppressed.

請求項3の発明は、前記壁の上端部には天井材が接合され、前記天井材と前記スラブとの間には、板状の縁切部材が設けられている、請求項1又は請求項2に記載の建物構造である。   In the invention of claim 3, a ceiling material is joined to the upper end portion of the wall, and a plate-like edge cutting member is provided between the ceiling material and the slab. It is a building structure described in 2.

請求項3に記載の発明では、階高を抑えつつ、天井材とスラブとの縁を切ることができる。   In the invention according to claim 3, it is possible to cut the edge between the ceiling material and the slab while suppressing the floor height.

本発明によれば、階高を抑えつつ、壁と上階のスラブとの縁を切ることができる。   According to the present invention, it is possible to cut the edge between the wall and the slab on the upper floor while suppressing the floor height.

本発明の一実施形態の放射線治療室の縦断面図である。It is a longitudinal cross-sectional view of the radiation treatment room of one embodiment of the present invention. 図1の要部を拡大した拡大縦断面図である。It is the expansion longitudinal cross-sectional view which expanded the principal part of FIG. (A)は比較例の放射線治療室の縦断面図であり、(B)は図1の縦断面図である。(A) is a longitudinal cross-sectional view of the radiotherapy room of a comparative example, (B) is a longitudinal cross-sectional view of FIG.

<実施形態>
本発明の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に示す本実施形態の建物構造11が適用された建物10は病院であり、この建物10内に放射線治療室20が設けられている。本実施形態の建物構造11は、遮蔽壁50と滑り支承100とスラブ30とを含んで構成されている。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。   A building 10 to which the building structure 11 of the present embodiment shown in FIG. 1 is applied is a hospital, and a radiation treatment room 20 is provided in the building 10. The building structure 11 of the present embodiment is configured to include a shielding wall 50, a sliding bearing 100 and a slab 30. The radiation treatment room 20 is surrounded by a reinforced concrete shielding wall 50 for shielding radiation.

本実施形態の遮蔽壁50の厚みは、1000mm以上である。放射線治療室20内には、図示していない放射線治療器が設置されている。また、遮蔽壁50の下端部52は、放射線治療室20が設けられた当階12の床を構成する鉄筋コンクリート造のスラブ14等の建物躯体に接合されている。   The thickness of the shielding wall 50 of this embodiment is 1000 mm or more. A radiation treatment device (not shown) is installed in the radiation treatment room 20. Further, the lower end portion 52 of the shielding wall 50 is joined to a building frame such as a reinforced concrete slab 14 constituting the floor of the floor 12 provided with the radiation treatment room 20.

図1及び図2に示すように、遮蔽壁50の上端部54の上方には、放射線治療室20の上階16の床を構成する鉄筋コンクリート造のスラブ30が、隙間をあけて設けられている。また、遮蔽壁50の上端部54には、放射線治療室20の天井面を構成する天井材22が接合されている。また、この天井材22と上階16のスラブ30との間には、スタイロフォーム(登録商標)等の板状の縁切部材70が設けられている。   As shown in FIGS. 1 and 2, above the upper end portion 54 of the shielding wall 50, a reinforced concrete slab 30 constituting a floor of the upper floor 16 of the radiation treatment room 20 is provided with a gap. . In addition, a ceiling material 22 constituting a ceiling surface of the radiation treatment room 20 is joined to the upper end portion 54 of the shielding wall 50. Further, a plate-like edge cutting member 70 such as Styrofoam (registered trademark) is provided between the ceiling material 22 and the slab 30 of the upper floor 16.

また、遮蔽壁50の上端部54と上階16のスラブ30との間には、アイソレーターの一例としての滑り支承100が設けられている。よって、スラブ30は遮蔽壁50の上端部54に滑り支承100を介して支持されている。   Also, a sliding bearing 100 as an example of an isolator is provided between the upper end portion 54 of the shielding wall 50 and the slab 30 of the upper floor 16. The slab 30 is thus supported on the upper end 54 of the shielding wall 50 via the sliding bearing 100.

図2に示すように、本実施形態の滑り支承100は、第一部材110と第二部材120とを含んで構成されている。第一部材110は、PTFE等のフッ素系樹脂で形成された滑り板112と金属製の支持プレート114とが接合された構造である。第二部材120は、滑り板112の上を滑る金属製の摺動板122と支持プレート124とが接合された構造である。また、第一部材110の支持プレート114には略V字状の接合筋116が接合され、第二部材120の支持プレート124には略逆V字状の接合筋126が接合され、   As shown in FIG. 2, the sliding bearing 100 of the present embodiment is configured to include a first member 110 and a second member 120. The first member 110 has a structure in which a sliding plate 112 formed of a fluorine-based resin such as PTFE and a support plate 114 made of metal are joined. The second member 120 has a structure in which a metal sliding plate 122 sliding on the sliding plate 112 and a support plate 124 are joined. Further, a substantially V-shaped joint muscle 116 is joined to the support plate 114 of the first member 110, and a substantially reverse V-shaped joint muscle 126 is joined to the support plate 124 of the second member 120,

そして、滑り支承100を構成する第一部材110は、遮蔽壁50の上端部54に埋設された接合筋116によって固定されている。また、滑り支承100を構成する第二部材120は、スラブ30の下面部32に埋設された接合筋126によって固定されている。   The first member 110 constituting the sliding bearing 100 is fixed by joint bars 116 embedded in the upper end portion 54 of the shielding wall 50. The second member 120 constituting the slide bearing 100 is fixed by joint bars 126 embedded in the lower surface portion 32 of the slab 30.

なお、平面視において、滑り支承100を構成する第二部材120の支持プレート124は、第一部材110の支持プレート114よりも小さい。よって、第二部材120の支持プレート124の端面と縁切部材70の端面との間に隙間ができる。そして、この隙間部分を埋めるように、コンクリート止めプレート72が、縁切部材70の端部上面に接合されている。   In plan view, the support plate 124 of the second member 120 constituting the slide bearing 100 is smaller than the support plate 114 of the first member 110. Thus, a gap is created between the end face of the support plate 124 of the second member 120 and the end face of the edge cutting member 70. And the concrete stop plate 72 is joined to the end upper surface of the edge cutting member 70 so that this clearance gap part may be filled.

なお、滑り支承100を構成する第二部材120を遮蔽壁50の上端部54に接合し、第一部材110をスラブ30の下面部32に接合してもよい。また、本実施形態の滑り支承100の構造は一例であって、これに限定されるものではない。   The second member 120 constituting the sliding bearing 100 may be joined to the upper end portion 54 of the shielding wall 50, and the first member 110 may be joined to the lower surface portion 32 of the slab 30. Moreover, the structure of the sliding bearing 100 of this embodiment is an example, Comprising: It is not limited to this.

(施工手順)
次に施工手順の一例を説明する。
(Construction procedure)
Next, an example of the construction procedure will be described.

遮蔽壁50の上端部54に滑り支承100が固定された状態で、天井材22の上に縁切部材70を敷く。更に、縁切部材70の端部上面にコンクリート止めプレート72を設ける。   With the sliding bearing 100 fixed to the upper end portion 54 of the shielding wall 50, the rim member 70 is laid on the ceiling member 22. Furthermore, a concrete stop plate 72 is provided on the upper end of the edge cutting member 70.

そして、遮蔽壁50の上階16の床を構成する鉄筋コンクリート造のスラブ30を打設する。このとき、縁切部材70の端部上面に設けたコンクリート止めプレート72によって、滑り支承100の第二部材120の支持プレート124の端面と縁切部材70の端面との隙間から滑り支承100へのコンクリートの進入が防止される。   Then, a reinforced concrete slab 30 constituting the floor of the upper floor 16 of the shielding wall 50 is cast. At this time, the concrete stop plate 72 provided on the upper surface of the end of the edge cutting member 70 allows the sliding bearing 100 to receive a gap between the end face of the support plate 124 of the second member 120 of the sliding bearing 100 and the end face of the edge cutting member 70. Prevents the entry of concrete.

[作用及び効果]
次に、本発明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 invention will be described.

遮蔽壁50の上端部54で滑り支承100を介して上階16のスラブ30を支持することで、遮蔽壁50とスラブ30との縁が切られている。また、遮蔽壁50の上端部54に接合された天井材22とスラブ30との間には、板状の縁切部材70が設けられているので、天井材22とスラブ30との縁が切られている。よって、放射線を遮蔽する遮蔽壁50を備えた建物10全体の偏心が抑制されている。   By supporting the slab 30 of the upper floor 16 via the slide bearing 100 at the upper end portion 54 of the shielding wall 50, the edge between the shielding wall 50 and the slab 30 is cut. Moreover, since the plate-like edge cutting member 70 is provided between the ceiling material 22 joined to the upper end 54 of the shielding wall 50 and the slab 30, the edges of the ceiling material 22 and the slab 30 are cut. It is done. Therefore, the eccentricity of the whole building 10 provided with the shielding wall 50 for shielding the radiation is suppressed.

ここで、本発明が適用されていない比較例の建物構造について説明する。   Here, the building structure of the comparative example to which this invention is not applied is demonstrated.

図3(A)に示す比較例の建物構造13では、遮蔽壁50と上階16のスラブ30とは、間隔をあけることで、縁が切られている。この場合、スラブ30はスラブ下に設けられた小梁80で支持されている。   In the building structure 13 of the comparative example shown to FIG. 3 (A), the shielding wall 50 and the slab 30 of the upper floor 16 are cut off by spacing. In this case, the slab 30 is supported by a beam 80 provided below the slab.

これに対して、図1及び図3(B)に示すように、本実施形態の建物構造11では、前述したように、遮蔽壁50の上端部54で滑り支承100を介して上階16のスラブ30を支持することで、遮蔽壁50とスラブ30との縁が切られている。よって、比較例のようにスラブ30を支持するためにスラブ下に小梁80を設ける必要がなくなり、その分(図3のΔLを参照)、遮蔽壁50を設置した上階16のスラブ30を下げて上階16の階高を高くしている。   On the other hand, as shown in FIG. 1 and FIG. 3 (B), in the building structure 11 of the present embodiment, as described above, the upper floor portion 54 of the upper floor portion By supporting the slab 30, the edges of the shielding wall 50 and the slab 30 are cut. Therefore, it is not necessary to provide the small beam 80 under the slab in order to support the slab 30 as in the comparative example, and accordingly (see ΔL in FIG. 3), the slab 30 of the upper floor 16 provided with the shielding wall 50 It is lowered to raise the floor height of the upper floor 16.

したがって、本実施形態の建物構造11は、階高を抑えつつ、遮蔽壁50と上階16のスラブ30との縁を切ることができる(図3(A)と図3(B)とを比較参照)。   Therefore, the building structure 11 of the present embodiment can cut the edge between the shielding wall 50 and the slab 30 of the upper floor 16 while suppressing the floor height (compare FIG. 3 (A) with FIG. 3 (B) reference).

<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を設置した上階16のスラブ30を下げて上階16の階高を比較例よりもΔL高くしたが、これに限定されない。放射線治療室20の天井材22を上げて放射線治療室20の階高をΔL高くしてもよい。或いは、放射線治療室20と上階16との両方の階高を、例えば、1/2ΔLずつ高くしてもよい。   For example, in the above embodiment, the slab 30 of the upper floor 16 provided with the shielding wall 50 is lowered to increase the floor height of the upper floor 16 by ΔL more than that of the comparative example, but is not limited thereto. The ceiling material 22 of the radiation treatment room 20 may be raised to raise the floor height of the radiation treatment room 20 by ΔL. Alternatively, the floor heights of both the radiation treatment room 20 and the upper floor 16 may be increased by, for example, 1 / 2ΔL.

また、例えば、上記実施形態では、滑り支承100をアイソレーターとして用いたが、これに限定されない。滑り支承100以外のアイソレーター、例えばボールベアリング支承等の転がり支承を用いてもよい。   Also, for example, although the sliding bearing 100 is used as an isolator in the above embodiment, the present invention is not limited to this. An isolator other than the sliding bearing 100, for example, a rolling bearing such as a ball bearing bearing may be used.

また、例えば、上記実施形態では、放射線を遮蔽する遮蔽壁50に本発明を適用したが、これに限定されない。一般的な厚さの壁に本発明を適用してもよい。   Also, for example, in the above embodiment, the present invention is applied to the shielding wall 50 that shields radiation, but the present invention is not limited to this. The invention may be applied to walls of general thickness.

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.

11 建物構造
14 スラブ(建物躯体の一例)
30 上階のスラブ
50 遮蔽壁(壁の一例)
52 下端部
54 上端部
70 縁切部材
100 滑り支承(アイソレーターの一例)
11 Building Structure 14 Slab (an example of a building frame)
30 Slabs on the upper floors 50 Shielded wall (example of wall)
52 lower end 54 upper end 70 rim member 100 sliding bearing (an example of an isolator)

Claims (3)

下端部が建物躯体に支持された壁と、
前記壁の上端部にアイソレーターを介して支持された上階のスラブと、
を備えた建物構造。
With the wall whose lower end is supported by the building frame,
An upper slab supported by an isolator at the upper end of the wall,
Building structure equipped with
前記壁は、放射線の透過を遮蔽する遮蔽壁である、
請求項1に記載の建物構造。
The wall is a shielding wall that shields the transmission of radiation.
The building structure according to claim 1.
前記壁の上端部には天井材が接合され、
前記天井材と前記スラブとの間には、板状の縁切部材が設けられている、
請求項1又は請求項2に記載の建物構造。
A ceiling material is joined to the upper end of the wall,
A plate-like edge cutting member is provided between the ceiling material and the slab.
The building structure according to claim 1 or 2.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978740A (en) * 1995-09-12 1997-03-25 Tokkyo Kiki Kk Stopper for floating slab
JP2003155797A (en) * 2001-11-19 2003-05-30 Iida Kenchiku Sekkei Jimusho:Kk Floor support structure in building
JP2010077777A (en) * 2008-09-29 2010-04-08 Sekisui Chem Co Ltd Unit building and building unit
JP2012012819A (en) * 2010-06-30 2012-01-19 Daiwa House Industry Co Ltd Heavy weight floor impact sound insulating wall structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0978740A (en) * 1995-09-12 1997-03-25 Tokkyo Kiki Kk Stopper for floating slab
JP2003155797A (en) * 2001-11-19 2003-05-30 Iida Kenchiku Sekkei Jimusho:Kk Floor support structure in building
JP2010077777A (en) * 2008-09-29 2010-04-08 Sekisui Chem Co Ltd Unit building and building unit
JP2012012819A (en) * 2010-06-30 2012-01-19 Daiwa House Industry Co Ltd Heavy weight floor impact sound insulating wall structure

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