JP2020020193A

JP2020020193A - Wall column building structure of steel framed reinforced concrete construction

Info

Publication number: JP2020020193A
Application number: JP2018145715A
Authority: JP
Inventors: 裕子今津; Yuko Imazu; 淳司藤山; Junji Fujiyama
Original assignee: Taisei Corp
Current assignee: Taisei Corp
Priority date: 2018-08-02
Filing date: 2018-08-02
Publication date: 2020-02-06
Anticipated expiration: 2038-08-02
Also published as: JP7118507B2

Abstract

To provide a column wall building structure of a steel framed reinforced concrete construction making a cross section size thin as much as possible and securing high rigidity and high strength as a skeleton structure capable of enlarging a habitable room in a building.SOLUTION: A column wall building structure of a steel framed reinforced concrete construction is constructed of a wall column 20 of a steel framed reinforced concrete construction and a steel internal beam 30 connected with the wall column 20 as main constituents. The wall column 20 is constituted of: a vertical column-type rib 21 in which a steel vertical member 23 is disposed; and a wall portion 22 in which a vertical reinforcement and a horizontal reinforcement are arranged. The vertical column-type rib 21 and the wall portion 22 have a different wall thickness from each other. The steel internal beam is connected between the steel vertical members 23 of the facing wall columns 20, to form a wall column beam frame 10. A plurality of wall column beam frames 10 are connected in a horizontal and/or vertical direction.SELECTED DRAWING: Figure 2

Description

本発明は、柱の機能を有する壁柱を備えた鉄骨鉄筋コンクリート造の壁柱建物構造に関する。 The present invention relates to a steel-framed reinforced concrete wall-column building structure having wall columns having column functions.

建物の構造の一つとして、建物の外周部に設けられた鉄骨鉄筋コンクリート（以後、ＳＲＣと呼ぶ）造の壁柱と、建物の内周部に設けられ、端部が壁柱に接合された鉄骨梁と、を備えるものがある。このように、強固な壁柱を建物の外周部に設けることで、建物内に配置する柱を減らし、建物内の居室空間を広く確保することが可能となっている。 As one of the structures of the building, a steel frame reinforced concrete (hereinafter, referred to as SRC) wall column provided on the outer periphery of the building and a steel frame provided on the inner periphery of the building and having an end joined to the wall column And a beam. As described above, by providing the strong wall pillars on the outer periphery of the building, the number of pillars arranged in the building can be reduced, and the room space in the building can be widely secured.

例えば、特許文献１には、建物の外壁面の位置に配置した外周柱と、隣接配置した外周柱の間に架設した外周梁と、建物内を横断して相対向する外周柱の間に架設した内部梁とを備える構成が開示されている。この構成において、外周柱は、芯鉄骨の周囲に鉄筋コンクリートからなる壁状の被覆コンクリートを一体に形成してなる鉄骨鉄筋コンクリート造の壁柱としている。
また、特許文献２には、鉄骨柱、鉄骨柱の周囲に配筋された鉄筋、及び鉄骨柱及び各鉄筋を覆う被覆コンクリートを有するプレキャスト部材からなる外周柱と、外周柱から建物内部方向に向けて架設される鉄骨造の内部梁と、を備える構成が開示されている。
特許文献３には、断面略長方形の扁平な壁柱と、壁柱に接合される鉄骨梁とを備え、壁柱は複数に分割された柱部材からなり、各柱部材が、プレキャストコンクリート造とされた構成が開示されている。 For example, Patent Literature 1 discloses that an outer peripheral column arranged at the position of an outer wall surface of a building, an outer peripheral beam installed between adjacent outer peripheral columns, and an outer peripheral column There is disclosed a configuration provided with an internal beam. In this configuration, the outer peripheral pillar is a steel-framed reinforced concrete wall pillar in which a wall-shaped coated concrete made of reinforced concrete is integrally formed around a core steel frame.
In addition, Patent Document 2 discloses a steel pillar, a steel pillar arranged around the steel pillar, an outer pillar made of a precast member having a steel pillar and a covering concrete covering each of the steel bars, and an outer pillar from the outer pillar toward the inside of the building. And a steel frame internal beam that is erected.
Patent Literature 3 includes a flat wall column having a substantially rectangular cross section and a steel beam joined to the wall column, and the wall column is composed of a plurality of divided column members, and each column member is made of precast concrete. A disclosed configuration is disclosed.

特許文献１〜３に開示されたような壁柱は、いずれも平断面視の形状が、建物の外周面に沿って長辺を有する長方形状であり、建物の外周面に直交する短辺方向に一定の厚さを有している。建物全体の外径寸法を大きくするのを抑えつつ、建物内の居室空間をさらに拡大することが常に望まれている。しかし、特許文献１〜３に開示されたような構成において、建物内の居室空間を拡大するため、建物の外周面に直交する方向における壁柱の厚さを小さくすると、壁柱の強度が低下する、という問題点があった。 The wall pillars disclosed in Patent Literatures 1 to 3 are all rectangular in plan view, have a rectangular shape having long sides along the outer peripheral surface of the building, and have a short side direction orthogonal to the outer peripheral surface of the building. Has a constant thickness. It is always desirable to further increase the living room space in a building while suppressing the increase in the outer diameter of the entire building. However, in the configurations disclosed in Patent Literatures 1 to 3, when the thickness of the wall pillar in the direction orthogonal to the outer peripheral surface of the building is reduced in order to enlarge the living room space in the building, the strength of the wall pillar is reduced. There was a problem that.

特開２０１３−２４５４４２号公報JP 2013-245442 A 特開２０１６−２０５０５４号公報JP-A-2006-205054 特開２０１７−８９２２４号公報JP 2017-89224 A

本発明の目的は、建物内の居室空間を拡大することが可能な躯体構造として、断面サイズを極力薄肉化させながら、高剛性と高耐力を確保した鉄骨鉄筋コンクリート造の壁柱建物構造を提供することである。 An object of the present invention is to provide a steel-framed reinforced concrete wall column building structure that secures high rigidity and high strength while reducing the cross-sectional size as much as possible as a frame structure capable of expanding the living room space in the building. That is.

本発明者らは、ＳＲＣ造の壁柱建物構造として、ＲＣ造の壁部と鉛直鉄骨材が埋設された鉛直柱型リブで構成される壁柱同士を鉄骨内部梁で連結して壁柱梁架構を形成し、当該壁柱梁架構を水平方向や鉛直方向に複数連結させることで、高い剛性と高い耐力を有する門型架構を構築できる点に着眼して、本発明に至った。
本発明は、上記課題を解決するため、以下の手段を採用する。
すなわち、本発明の鉄骨鉄筋コンクリート造の壁柱建物構造は、鉄骨鉄筋コンクリート造の壁柱と、当該壁柱に連結された鉄骨内部梁とを主体として構築された鉄骨鉄筋コンクリート造の壁柱建物構造であって、前記壁柱は、鉄骨鉛直材が配置された鉛直柱型リブと、縦筋、及び横筋が配筋された壁部とで構成されており、前記鉛直柱型リブと前記壁部は異なる壁厚さを備え、対向する前記壁柱の前記鉄骨鉛直材間に前記鉄骨内部梁が連結されて壁柱梁架構を形成し、当該壁柱梁架構が水平方向および／または鉛直方向に複数連結されることを特徴とする。
このような構成によれば、対向する壁柱の鉄骨鉛直材間に鉄骨内部梁を設けて、最小の立体抵抗体とする壁柱梁架構を形成し、当該壁柱梁架構を水平方向および／または鉛直方向に複数連結させて建物の骨組み架構を構築することで、壁柱の内部や壁柱の内外側面に梁部材を水平方向に設ける必要のない、鉄骨鉄筋コンクリート造の壁柱建物構造を実現した。本明細書では、本発明で形成される建物の骨組み架構を壁柱建物構造と定義した。よって、本発明の壁柱建物構造では、連結された壁柱同士が梁材の機能を有するために、壁柱の内部や壁柱の内外側面に梁材を設ける必要がなく、かつ、例えば壁部の壁厚さを鉛直柱型リブよりも薄くすることで、建物内の居室空間を拡大することを可能とした。
また、壁柱を構成する鉛直柱型リブ内に鉄骨鉛直材を配置することで、複数の鉛直方向鉄筋を間隔をあけて配筋する場合に比べて、同一の水平断面内に多くの鋼材量を配置することができるために、高剛性で高耐力の壁柱を確保することができる。 The present inventors have proposed an SRC wall column building structure in which a wall column composed of an RC wall and a vertical column type rib in which a vertical steel frame material is buried is connected to each other by a steel frame internal beam. The present invention has been achieved by forming a frame and connecting a plurality of the wall-column beams in a horizontal direction or a vertical direction to construct a portal frame having high rigidity and high strength.
The present invention employs the following means in order to solve the above problems.
That is, the steel reinforced concrete wall column building structure of the present invention is a steel reinforced concrete wall column building structure mainly composed of a steel reinforced concrete wall column and a steel internal beam connected to the wall column. The wall column is constituted by a vertical column-type rib on which a steel vertical member is arranged, and a wall portion on which vertical and horizontal streaks are arranged, and the vertical column-type rib and the wall portion are different. The steel frame internal beam is connected between the steel frame vertical members of the opposing wall columns having a wall thickness to form a wall column beam frame, and the wall column beam frame is connected in a plurality of horizontal and / or vertical directions. It is characterized by being performed.
According to such a configuration, a steel column internal beam is provided between the steel vertical members of the opposing wall columns to form a wall column beam frame serving as the smallest three-dimensional resistor, and the wall column beam frame is horizontally and / or horizontally. Or, by constructing a frame structure of the building by connecting multiple buildings in the vertical direction, it is possible to realize a steel reinforced concrete wall column building structure that does not require horizontal beam members inside the wall column and on the inside and outside surfaces of the wall column did. In this specification, the frame structure of the building formed by the present invention is defined as a wall column building structure. Therefore, in the wall column building structure of the present invention, since the connected wall columns have the function of a beam member, it is not necessary to provide a beam member inside the wall column or on the inner and outer surfaces of the wall column, and By making the wall thickness of the section thinner than the vertical pillar type rib, it was possible to expand the living room space in the building.
In addition, by arranging the vertical steel members in the vertical ribs that make up the wall columns, it is possible to use a large amount of steel in the same horizontal section compared to the case where multiple vertical reinforcing bars are arranged at intervals. Can be arranged, so that a wall column having high rigidity and high strength can be secured.

本発明の一態様においては、本発明の鉄骨鉄筋コンクリート造の壁柱建物構造は、前記壁部の壁厚さは、前記鉛直柱型リブの柱奥行き寸法より薄肉であり、前記壁部と前記鉛直柱型リブは建物外部側面が面一であることを特徴とする。
このような構成によれば、壁部の壁厚さを鉛直柱型リブの柱奥行き寸法よりも薄くし、かつ壁部と鉛直柱型リブの建物外部側面を面一とすることで、建物内部側に突出する壁柱の躯体厚さが薄くなるために、建物内の居室空間を拡大することが可能となる。また、建物外壁面は、壁柱を構成する鉛直柱型リブと壁部が面一であることで、外壁面に凹凸部はなく、粉塵等の付着を抑制できる。また、建物外壁面においては、壁柱を構成する鉛直柱型リブや壁部の躯体形状が現れることはなく、設計自由度の高い建物が実現可能である。 In one embodiment of the present invention, in the steel-framed reinforced concrete wall-column building structure of the present invention, the wall thickness of the wall portion is thinner than a column depth dimension of the vertical column-type rib, and the wall portion and the vertical The pillar-shaped rib is characterized in that the exterior side surface of the building is flush.
According to such a configuration, the wall thickness of the wall portion is made smaller than the column depth dimension of the vertical columnar rib, and the wall and the vertical columnar rib are made flush with the exterior side of the building. Since the frame thickness of the wall pillar projecting to the side is reduced, it is possible to expand the living room space in the building. In addition, since the outer wall surface of the building is flush with the vertical pillar-type ribs constituting the wall column, the outer wall surface has no irregularities, so that adhesion of dust and the like can be suppressed. In addition, on the outer wall surface of the building, there is no appearance of the vertical pillar-type ribs constituting the wall columns and the frame shape of the wall portion, and a building with a high degree of freedom in design can be realized.

本発明の一態様においては、本発明の鉄骨鉄筋コンクリート造の壁柱建物構造は、前記横筋の少なくとも一部は、前記鉄骨鉛直材を形成するウェブを貫通して、当該鉄骨鉛直材を挟んだ他方側の前記壁部内に定着されていることを特徴とする。
このような構成によれば、壁柱の平面視断面において、壁部を構成する横筋の少なくとも一部を、鉄骨鉛直材を挟んだ一方の壁部側から鉄骨鉛直材のウェブを貫通させて、他方の壁部内に定着させることで、横筋の定着性能を十分に確保することができる。これにより、横筋は、鉄骨鉛直材と干渉しない位置で、かつ鉄骨鉛直材に接する一方の壁部内に定着させる必要が無く、壁部の壁厚さを、鉛直柱型リブの柱奥行き寸法よりも容易に薄肉とし、さらに、鉄骨鉛直材のウェブを貫通させた横筋を介して壁部と鉛直柱型リブとを強固に一体化することができる。 In one aspect of the present invention, in the steel-framed reinforced concrete wall column building structure of the present invention, at least a part of the horizontal bar penetrates a web forming the steel frame vertical member, and sandwiches the steel frame vertical member. And is fixed in the wall portion on the side.
According to such a configuration, at least a part of the horizontal streak constituting the wall portion is penetrated by the web of the steel vertical member from one wall side sandwiching the steel vertical member in the cross section of the wall column in plan view, By fixing in the other wall portion, the fixing performance of the horizontal streak can be sufficiently ensured. Thereby, the horizontal streak does not need to be fixed in one of the walls in contact with the steel frame vertical member at the position not interfering with the steel frame vertical member, and the wall thickness of the wall portion is smaller than the column depth dimension of the vertical column rib. The wall portion can be easily made thin, and the wall portion and the vertical column-shaped rib can be firmly integrated via a horizontal streak penetrating the web of the steel frame vertical material.

本発明によれば、建物内の居室空間を拡大することが可能な躯体構造として、断面サイズを極力薄肉化させながら、高剛性と高耐力を確保した鉄骨鉄筋コンクリート造の壁柱建物構造を提供することが可能となる。 ADVANTAGE OF THE INVENTION According to this invention, as a skeleton structure which can enlarge the living room space in a building, it provides the steel-frame reinforced concrete wall column building structure which ensured high rigidity and high proof strength, making the cross-sectional size as thin as possible. It becomes possible.

本実施形態に係る鉄骨鉄筋コンクリート造の壁柱建物構造を適用した建物の概略構成を示す斜視図である。It is a perspective view showing the schematic structure of the building to which the steel-frame reinforced concrete wall column building structure concerning this embodiment is applied. 本実施形態に係る鉄骨鉄筋コンクリート造の壁柱建物構造を構成する壁柱梁架構の構成を示す斜視図である。It is a perspective view showing composition of a wall column beam frame which constitutes a steel frame reinforced concrete wall column building structure concerning this embodiment. 図２に示す壁柱梁架構を用いて形成される建物の外壁部を示す平断面図である。FIG. 3 is a plan sectional view showing an outer wall portion of a building formed by using the wall-column beam structure shown in FIG. 2. 図３のＡ矢視部分を拡大した斜視図である。FIG. 4 is an enlarged perspective view of a portion viewed from an arrow A in FIG. 3. 図２に示す壁柱の鉄骨鉛直材同士の連結部分の構成を示す図であり、図３のＩ−Ｉ矢視断面図である。FIG. 4 is a diagram illustrating a configuration of a connecting portion between steel vertical members of the wall column illustrated in FIG. 2, and is a cross-sectional view taken along a line II in FIG. 図２に示す壁柱の壁部同士の連結部分の構成を示す図であり、図３のＩＩ−ＩＩ矢視断面図である。FIG. 3 is a diagram illustrating a configuration of a connecting portion between wall portions of the wall column illustrated in FIG. 2 and is a cross-sectional view taken along the line II-II in FIG. 図１に示す鉄骨鉄筋コンクリート造の壁柱建物構造の外壁部を、建物の内方から見た斜視図である。It is the perspective view which looked at the outer wall part of the wall-column building structure of the steel-frame reinforced concrete structure shown in FIG. 1 from the inside of a building. 図１に示す鉄骨鉄筋コンクリート造の壁柱建物構造の外壁部を、建物の内方から見た正面図である。It is the front view which looked at the outer wall part of the steel-frame reinforced concrete wall pillar building structure shown in FIG. 1 from the inside of a building. 上記実施形態の変形例に係る、鉄骨鉄筋コンクリート造の壁柱建物構造を適用した建物の概略構成を示す斜視図である。It is a perspective view which shows the schematic structure of the building which applied the wall column building structure of the steel-frame reinforced concrete structure based on the modification of the said embodiment. 上記実施形態の他の変形例に係る、鉄骨鉄筋コンクリート造の壁柱建物構造の断面図である。It is sectional drawing of the wall column building structure of a steel-frame reinforced concrete structure which concerns on the other modification of the said embodiment.

本発明は、対向する壁部と鉛直鉄骨材が埋設された鉛直柱型リブで構成される壁柱同士を鉄骨内部梁で連結させて壁柱梁架構を形成し、当該壁柱梁架構を水平方向や鉛直方向に複数連結させたＳＲＣ造の壁柱建物構造である。
以下、添付図面を参照して、本発明による鉄骨鉄筋コンクリート造の壁柱建物構造を実施するための形態について、図面に基づいて説明する。 The present invention provides a wall-column structure by connecting wall columns composed of opposed wall portions and vertical column-type ribs in which a vertical steel frame material is buried by a steel frame internal beam, and forming the wall-column beam structure horizontally. It is an SRC-structured wall-column building structure that is connected in multiple directions and vertically.
Hereinafter, with reference to the accompanying drawings, embodiments for implementing a steel-framed reinforced concrete wall column building structure according to the present invention will be described with reference to the drawings.

本実施形態に係る鉄骨鉄筋コンクリート造の壁柱建物構造を適用した建物の概略構成を示す斜視図を図１に示す。本実施形態に係る鉄骨鉄筋コンクリート造の壁柱建物構造を構成する壁柱梁架構の構成を示す斜視図を図２に示す。上記壁柱梁架構を用いて形成される建物の外壁部を示す平断面図を図３に示す。図３のＡ矢視部分を拡大した斜視図を図４に示す。互いに上下に位置する壁柱の鉄骨鉛直材どうしの連結部分の構成を示す図であり、図３のＩ−Ｉ矢視断面図を図５に示す。互いに上下に位置する壁柱の壁部どうしの連結部分の構成を示す図であり、図３のＩＩ−ＩＩ矢視断面図を図６に示す。上記建物の外壁部を、建物の内方から見た斜視図を図７に示す。上記建物の外壁部を、建物の内方から見た正面図を図８に示す。
図１に示されるように、建物１は、例えば地上２階程度の階層を有している。建物１の階高やレイアウトは一例に過ぎず、適宜他の構成とすることが可能である。
建物１を構成する躯体は、以下に示すような鉄骨鉄筋コンクリート造の壁柱建物構造を有して構成される。具体的には、躯体は、壁柱梁架構１０を複数組み合わせることで構成される。 FIG. 1 is a perspective view showing a schematic configuration of a building to which a steel reinforced concrete wall column building structure according to the present embodiment is applied. FIG. 2 is a perspective view showing a configuration of a wall-column beam frame constituting a steel-frame reinforced concrete wall-column building structure according to the present embodiment. FIG. 3 is a plan sectional view showing an outer wall portion of a building formed by using the wall-column structure. FIG. 4 is an enlarged perspective view of a portion viewed from an arrow A in FIG. FIG. 5 is a diagram showing a configuration of a connecting portion between steel frame vertical members of wall pillars located above and below each other, and FIG. 5 is a cross-sectional view taken along the line II of FIG. 3. FIG. 6 is a diagram illustrating a configuration of a connecting portion between wall portions of wall pillars located above and below each other, and FIG. 6 is a cross-sectional view taken along line II-II of FIG. FIG. 7 shows a perspective view of the outer wall of the building as viewed from the inside of the building. FIG. 8 shows a front view of the outer wall portion of the building as viewed from the inside of the building.
As shown in FIG. 1, the building 1 has, for example, a hierarchy of about two stories above the ground. The floor height and layout of the building 1 are merely examples, and other configurations can be appropriately used.
The frame constituting the building 1 is configured to have a steel-walled reinforced concrete wall column building structure as described below. Specifically, the frame is configured by combining a plurality of wall-column beams 10.

壁柱梁架構１０は、図２に示すように、鉄骨鉄筋コンクリート造の壁柱２０と、壁柱２０に連結された鉄骨梁（鉄骨内部梁）３０と、を主体として備えている。壁柱２０は、建物１において、互いに対向する外壁部１１、１１に沿うようそれぞれ配置されている。これにより、壁柱２０は、水平方向に間隔をあけて互いに対向するよう、二枚一対で配置されている。鉄骨梁３０は、壁部２２に対して交差方向に延び、これら二枚一対の壁柱２０どうしの間に架設される。 As shown in FIG. 2, the wall column / beam frame 10 mainly includes a steel column reinforced concrete wall column 20 and a steel beam (an internal steel beam) 30 connected to the wall column 20. The wall pillars 20 are arranged along the outer wall portions 11, 11 facing each other in the building 1. Thereby, the wall pillars 20 are arranged in pairs so as to face each other with an interval in the horizontal direction. The steel beam 30 extends in a direction crossing the wall portion 22 and is installed between the pair of wall columns 20.

壁柱２０は、図２、図３、図５に示すように、建物外部側面が面一となるように配置された鉛直柱型リブ２１と、壁部２２と、を一体に備える。壁柱２０は、本実施形態においては、プレキャストの鉄骨鉄筋コンクリート部材である。
鉛直柱型リブ２１は、鉄骨鉛直材２３と、柱主筋２４と、せん断補強筋２５と、コンクリート部２６と、を備える。鉄骨鉛直材２３は、上下方向に延びている。鉄骨鉛直材２３は、Ｈ型鋼からなり、ウェブ２３ａと、ウェブ２３ａの両端に直交して設けられたフランジ２３ｂ、２３ｃと、を一体に備える。鉄骨鉛直材２３は、ウェブ２３ａが、外壁部１１の厚み方向、すなわち建物１の内外を結ぶ面内に位置するように配置されている。
柱主筋２４は、鉄骨鉛直材２３の周囲に配置され、それぞれ上下方向に延びている。せん断補強筋２５は、複数本の柱主筋２４を取り囲むように巻き回されている。せん断補強筋２５は、上下方向に間隔をあけて複数本が設けられている。なお、鉄骨鉛直材２３に鉄骨梁３０が接合される柱梁接合部Ｊにおいては、その上下に配置されるせん断補強筋２５Ｊは、２重に巻かれて設けられている。ただし、１重でも十分な強度が得られる場合においては、これに限られない。
コンクリート部２６は、鉄骨鉛直材２３、柱主筋２４、せん断補強筋２５を埋設するように設けられている。コンクリート部２６は、平断面視略矩形状に形成されている。 As shown in FIGS. 2, 3, and 5, the wall column 20 integrally includes a vertical column-shaped rib 21 and a wall portion 22 that are arranged so that the exterior side surface of the building is flush. In the present embodiment, the wall column 20 is a precast steel-framed reinforced concrete member.
The vertical column rib 21 includes a steel vertical member 23, a main bar 24, a shear reinforcing bar 25, and a concrete portion 26. The steel frame vertical member 23 extends in the up-down direction. The steel vertical member 23 is made of H-shaped steel, and integrally includes a web 23a and flanges 23b and 23c provided orthogonally to both ends of the web 23a. The steel frame vertical member 23 is disposed so that the web 23a is located in the thickness direction of the outer wall portion 11, that is, in the plane connecting the inside and outside of the building 1.
The column main bars 24 are arranged around the steel frame vertical member 23 and extend in the vertical direction, respectively. The shear reinforcement 25 is wound so as to surround the plurality of column main reinforcements 24. A plurality of shear reinforcing bars 25 are provided at intervals in the vertical direction. In addition, at the beam-to-column joint J where the steel beam 30 is joined to the steel frame vertical member 23, the shear reinforcing bars 25J arranged above and below it are provided by being wound twice. However, the present invention is not limited to the case where sufficient strength can be obtained even with a single layer.
The concrete part 26 is provided so as to embed the steel frame vertical member 23, the column main reinforcement 24, and the shear reinforcement 25. The concrete part 26 is formed in a substantially rectangular shape in plan cross section.

壁部２２は、図３に示すように、鉛直柱型リブ２１に対し、水平方向の両側にそれぞれ設けられている。壁部２２は、横筋２７（建物外部側の横筋２７ａ、建物内部側の横筋２７ｂ、及びこれらを連結する横筋２７ｃ）と、縦筋２８と、コンクリート部２９とを備えている。
縦筋２８は、水平方向に間隔をあけて複数本が設けられている。
横筋２７は、壁柱２０の縦筋２８を外方から囲って閉鎖する、せん断補強筋である。すなわち、横筋２７は、壁部２２内において、水平方向に配筋される。横筋２７は、建物外部側に、すなわち外壁部１１の外壁面１１ｆ側に配筋される横筋２７ａと、建物内部側に、すなわち外壁部１１の内壁面１１ｇ側に、横筋２７ａと略平行に配筋される横筋２７ｂと、壁部２２の端部において外壁部１１の厚み方向に延在して横筋２７ａと横筋２７ｂを連結する横筋２７ｃを備える。横筋２７は、鉛直方向に所定の間隔をあけて複数段が設けられている。本実施形態において、横筋２７は、壁柱２０の幅方向（外壁部１１の厚み方向に直交する水平方向）全体に連続するよう設けられている。すなわち、横筋２７は、鉛直柱型リブ２１を挟んで幅方向一方の側に位置する壁部２２と、幅方向他方の側に位置する壁部２２とを跨がるように設けられている。これにより、横筋２７は、幅方向両側の壁部２２の間に位置する鉛直柱型リブ２１を、水平方向に貫通して設けられている。ここで、建物外部側の横筋２７ａは、鉄骨鉛直材２３のフランジ２３ｂの外側に配置されている。建物内部側の横筋２７ｂは、鉄骨鉛直材２３のウェブ２３ａを水平方向に貫通するよう配置されている。
コンクリート部２９は、横筋２７および縦筋２８を埋設するように設けられている。鉛直柱型リブ２１を挟んで幅方向両側に位置する壁部２２のコンクリート部２９は、鉛直柱型リブ２１のコンクリート部２６と一体に形成されている。 As shown in FIG. 3, the wall portions 22 are respectively provided on both sides in the horizontal direction with respect to the vertical column-shaped rib 21. The wall portion 22 includes a horizontal line 27 (a horizontal line 27a on the exterior side of the building, a horizontal line 27b on the internal side of the building, and a horizontal line 27c connecting these), a vertical line 28, and a concrete portion 29.
A plurality of vertical stripes 28 are provided at intervals in the horizontal direction.
The horizontal bar 27 is a shear reinforcing bar that surrounds and closes the vertical bar 28 of the wall column 20 from outside. That is, the horizontal streaks 27 are arranged in the wall 22 in the horizontal direction. The horizontal streak 27 is arranged on the outer side of the building, that is, on the outer wall surface 11f side of the outer wall portion 11, and on the inner side of the building, that is, on the inner wall surface 11g side of the outer wall portion 11, substantially parallel to the horizontal streak 27a. There is provided a horizontal streak 27b that is straightened, and a horizontal streak 27c that extends in the thickness direction of the outer wall portion 11 at the end of the wall 22 and connects the horizontal streak 27a and the horizontal streak 27b. The horizontal streak 27 is provided with a plurality of steps at predetermined intervals in the vertical direction. In the present embodiment, the horizontal streaks 27 are provided so as to be continuous throughout the width direction of the wall column 20 (the horizontal direction orthogonal to the thickness direction of the outer wall portion 11). That is, the horizontal streak 27 is provided so as to straddle the wall portion 22 located on one side in the width direction across the vertical column-shaped rib 21 and the wall portion 22 located on the other side in the width direction. Thereby, the horizontal streak 27 is provided to penetrate the vertical column-shaped rib 21 located between the wall portions 22 on both sides in the width direction in the horizontal direction. Here, the horizontal streak 27a on the outside of the building is arranged outside the flange 23b of the vertical steel frame member 23. The horizontal bars 27b on the inside of the building are arranged so as to penetrate the web 23a of the vertical steel frame member 23 in the horizontal direction.
The concrete portion 29 is provided so as to embed the horizontal streak 27 and the vertical streak 28. The concrete portions 29 of the wall portion 22 located on both sides in the width direction with the vertical column rib 21 interposed therebetween are formed integrally with the concrete portion 26 of the vertical column rib 21.

ここで、壁部２２を構成するコンクリート部２９は、図３に示すように、厚み方向（建物１の内外方向）の寸法（壁厚さ）Ｔ１が、鉛直柱型リブ２１の厚み方向の寸法（柱奥行き寸法）Ｔ２よりも小さく設定されている。これにより、鉛直柱型リブ２１は、壁部２２に対し、建物１の内方に向かって突出している。このように、鉛直柱型リブ２１と壁部２２は、異なる壁厚さを備えている。
また、図２、図４に示されるように、壁柱２０の幅方向両側の側端部において、コンクリート部２９には、側端部傾斜面２０ｓが形成されている。側端部傾斜面２０ｓは、外壁部１１の外壁面１１ｆ側から内壁面１１ｇ側に向かって、幅方向内側に向かって傾斜している。これにより、壁柱２０を外壁部１１に沿って水平方向に並べて配置したときに、互いに隣り合う壁柱２０の側端部傾斜面２０ｓ同士の間に、平断面視三角形状の欠込み部Ｓ１が形成される。この欠込み部Ｓ１は、外壁部１１の内壁面１１ｇ側から外壁面１１ｆ側に向かって、その開口幅寸法が漸次小さくなるよう形成されている。
図４に示されるように、側端部傾斜面２０ｓには、外壁部１１の厚み方向に延在する表面２０ｕを備えた凹部２０ｔが形成されている。壁部２２には、壁部２２の厚み方向のほぼ中央付近に、壁柱２０の幅方向に延在するように、コッター筋３１が設けられている。コッター筋３１は、一端が壁部２２のコンクリート部２９に埋設され、他端が表面２０ｕから外部へ突出するように設けられている。コッター筋３１は、双方の壁部２２に配筋された横筋２７の鉄筋量相当を確保できるように、所定の鉄筋量を鉛直方向に間隔をあけて配筋する。あるいは、コッター筋３１を、横筋２７に比べて、高強度鉄筋または太径鉄筋を使用することで、１本の鉄筋の応力負担性能を高めて、本数を少なく配筋しても良い。 Here, as shown in FIG. 3, the dimension (wall thickness) T1 of the concrete portion 29 constituting the wall portion 22 in the thickness direction (inside and outside of the building 1) is the dimension of the vertical column-shaped rib 21 in the thickness direction. (Pole depth dimension) is set smaller than T2. Thus, the vertical column-shaped ribs 21 protrude toward the inside of the building 1 with respect to the wall 22. As described above, the vertical column rib 21 and the wall 22 have different wall thicknesses.
In addition, as shown in FIGS. 2 and 4, at the side end portions on both sides in the width direction of the wall column 20, a side end inclined surface 20 s is formed in the concrete portion 29. The side end inclined surface 20s is inclined inward in the width direction from the outer wall surface 11f side of the outer wall portion 11 toward the inner wall surface 11g side. Thereby, when the wall pillars 20 are arranged side by side in the horizontal direction along the outer wall part 11, the notch S1 having a triangular shape in a planar cross section is provided between the side end inclined surfaces 20s of the wall pillars 20 adjacent to each other. Is formed. The notch S1 is formed such that the opening width dimension is gradually reduced from the inner wall surface 11g side of the outer wall portion 11 to the outer wall surface 11f side.
As shown in FIG. 4, a recess 20t having a surface 20u extending in the thickness direction of the outer wall portion 11 is formed on the side end inclined surface 20s. The wall portion 22 is provided with a cotter streak 31 near the center of the wall portion 22 in the thickness direction so as to extend in the width direction of the wall post 20. The cotter streak 31 is provided so that one end is embedded in the concrete portion 29 of the wall portion 22 and the other end protrudes from the surface 20u to the outside. The cotter streaks 31 arrange a predetermined amount of the reinforcing bars at intervals in the vertical direction so as to secure the amount of the reinforcing bars of the horizontal streaks 27 arranged on both the wall portions 22. Alternatively, the cotter streaks 31 may be made of a high-strength reinforcing bar or a large-diameter reinforcing bar as compared with the horizontal bars 27, so that the stress-carrying performance of one reinforcing bar is increased, and the number of the bars is reduced.

また、壁柱２０の下端部においては、図５に示すように、コンクリート部２６の下端部には、上方に向かって窪む切り欠き部２６ｋが形成されている。鉄骨鉛直材２３および柱主筋２４の下端部は、コンクリート部２６から切り欠き部２６ｋ内に下方に突出している。また、鉄骨鉛直材２３および柱主筋２４の上端部は、コンクリート部２６の上端面から上方に所定長が突出するように設けられている。
壁柱２０は、図６に示すように、壁部２２の下端部には、外壁部１１の外壁面１１ｆ側に位置する第一下端面２２ｃと、内壁面１１ｇ側に位置する第二下端面２２ｄとが形成されている。第一下端面２２ｃは、第二下端面２２ｄよりも低い位置に形成され、第一下端面２２ｃと第二下端面２２ｄとの間には段部２２ｅが形成されている。
また、壁部２２の上端部には、外壁部１１の外壁面１１ｆ側に位置する第一上端面２２ｓと、内壁面１１ｇ側に位置する第二上端面２２ｔとが形成されている。第一上端面２２ｓは、第二上端面２２ｔよりも低い位置に形成され、第一上端面２２ｓと第二上端面２２ｔとの間には段部２２ｕが形成されている。 At the lower end of the wall post 20, as shown in FIG. 5, at the lower end of the concrete portion 26, a cutout portion 26k that is depressed upward is formed. The lower end portions of the steel frame vertical member 23 and the column main reinforcement 24 project downward from the concrete portion 26 into the cutout portion 26k. Further, the upper ends of the steel frame vertical members 23 and the column main bars 24 are provided so that a predetermined length protrudes upward from the upper end surface of the concrete portion 26.
As shown in FIG. 6, the wall pillar 20 includes a first lower end surface 22 c located on the outer wall surface 11 f side of the outer wall portion 11 and a second lower end surface located on the inner wall surface 11 g side at the lower end of the wall portion 22. 22d are formed. The first lower end surface 22c is formed at a position lower than the second lower end surface 22d, and a step 22e is formed between the first lower end surface 22c and the second lower end surface 22d.
Further, a first upper end surface 22s located on the outer wall surface 11f side of the outer wall portion 11 and a second upper end surface 22t located on the inner wall surface 11g side are formed at an upper end portion of the wall portion 22. The first upper end face 22s is formed at a position lower than the second upper end face 22t, and a step 22u is formed between the first upper end face 22s and the second upper end face 22t.

鉄骨梁３０は、壁柱２０の鉄骨鉛直材２３のフランジ２３ｃに溶接により接合されている。鉄骨梁３０の端部は、コンクリート部２６に埋設されている。
本実施形態においては、最上階以外の中間階および最下階に配置される壁柱２０では、鉄骨梁３０は、壁柱２０の上下方向の中間部に位置し、鉄骨鉛直材２３の上下方向の中間部に接合されている。これにより、中間階に配置される壁柱梁架構１０は、一対の壁柱２０と、これら一対の壁柱２０の上下方向中間部に配置された鉄骨梁３０とにより、略Ｈ型状に構成されている。
また、最上階に配置される壁柱２０の場合、鉄骨梁３０は、壁柱２０の上端部において、鉄骨鉛直材２３の上端部に接合されている。 The steel beam 30 is joined to the flange 23c of the steel vertical member 23 of the wall column 20 by welding. The end of the steel beam 30 is embedded in the concrete part 26.
In the present embodiment, in the wall columns 20 arranged on the middle floor other than the top floor and on the lowest floor, the steel beam 30 is located at the middle part of the wall column 20 in the vertical direction, and the vertical direction of the steel Is joined to the middle part. As a result, the wall column / beam frame 10 arranged on the middle floor is formed in a substantially H-shape by the pair of wall columns 20 and the steel beam 30 arranged at a vertically intermediate portion of the pair of wall columns 20. Have been.
In the case of the wall column 20 disposed on the top floor, the steel beam 30 is joined to the upper end of the steel frame vertical member 23 at the upper end of the wall column 20.

上記壁柱梁架構１０は、上下方向および水平方向に複数組み合わせることで、建物１の躯体を構成する。具体的には、図７、図８に示されるように、複数の壁柱梁架構１０は、外壁部１１に沿った鉛直面内で、壁柱２０を上下方向、および水平方向に複数枚が並ぶように配置される。
上下方向に壁柱２０を複数枚並べて積み重ねるときに、互いに上下に位置する壁柱２０同士の接合部は、建物１の各階の上下方向中間部に位置するようになっている。また、上下方向に壁柱２０を複数枚並べて積み重ねるときに、各段の壁柱梁架構１０の鉄骨梁３０は、建物１の各階の床面レベルＦ（図８参照）に配置され、図示しない床スラブを支持する。
また、最上階に位置する壁柱梁架構１０の鉄骨梁３０Ｔは、建物１の屋上スラブ１２を支持する。建物１の躯体は、それぞれ、この屋上スラブ１２と、互いに対向する一対の外壁部１１とからなる、略門形のコンクリート体を有して構成されている。 The wall-column-beam frame 10 constitutes a skeleton of the building 1 by combining a plurality of the vertical and horizontal frames. Specifically, as shown in FIG. 7 and FIG. 8, the plurality of wall column / beam frames 10 have a plurality of wall columns 20 in the vertical direction and the horizontal direction in the vertical plane along the outer wall portion 11. They are arranged side by side.
When arranging and stacking a plurality of the wall pillars 20 in the vertical direction, the joint between the wall pillars 20 located vertically above and below is located at the middle part in the vertical direction of each floor of the building 1. When a plurality of wall columns 20 are arranged and stacked in the vertical direction, the steel beams 30 of the wall-column beam structure 10 of each step are arranged at the floor level F (see FIG. 8) of each floor of the building 1 and are not shown. Support the floor slab.
The steel beam 30T of the wall-column structure 10 located on the top floor supports the roof slab 12 of the building 1. The frame of the building 1 has a substantially gate-shaped concrete body composed of the roof slab 12 and a pair of outer wall portions 11 facing each other.

互いに上下に位置する壁柱２０どうしの接合部は、図５に示すように、上方の壁柱２０の鉄骨鉛直材２３および柱主筋２４の下端部と、下方の壁柱２０の鉄骨鉛直材２３および柱主筋２４の上端部とは、上方の壁柱２０のコンクリート部２６に形成された切り欠き部２６ｋ内で、上下方向で互いに対向している。上方の鉄骨鉛直材２３の下端部と、下方の鉄骨鉛直材２３の上端部とは、平板状の継手板４１を介してボルト接合されている。ここで、上方の鉄骨鉛直材２３の下端部、下方の鉄骨鉛直材２３の上端部は、それぞれ、外壁部１１の内壁面１１ｇ側のフランジ２３ｃが、継手板４１が設けられる部分において、上下方向の所定長にわたって切り欠かれている。これにより、下方の壁柱２０上に上方の壁柱２０を配置し、切り欠き部２６ｋ内で上下に対向した上方の鉄骨鉛直材２３の下端部と下方の鉄骨鉛直材２３の上端部とを継手板４１により接合する際、継手板４１を外壁部１１の内壁面１１ｇ側から、上方の鉄骨鉛直材２３のウェブ２３ａ、下方の鉄骨鉛直材２３のウェブ２３ａに容易に沿わせてボルト接合することができる。
また、切り欠き部２６ｋ内で、上方の壁柱２０の柱主筋２４の下端部と、下方の壁柱２０の柱主筋２４の上端部とは、切り欠き部２６ｋ内で、接続継手４２を介して互いに接続されている。
切り欠き部２６ｋ内には、無収縮モルタル等の充填材４３が充填されている。 As shown in FIG. 5, the joints between the wall columns 20 located vertically above and below are formed by the steel frame vertical members 23 of the upper wall columns 20 and the lower ends of the column main bars 24, and the steel frame vertical members 23 of the lower wall columns 20. The upper ends of the column main bars 24 are opposed to each other in the up-down direction in the cutouts 26 k formed in the concrete portion 26 of the upper wall column 20. The lower end of the upper steel vertical member 23 and the upper end of the lower steel vertical member 23 are bolted to each other via a flat joint plate 41. Here, the lower end of the upper steel frame vertical member 23 and the upper end of the lower steel frame vertical member 23 are vertically connected to the flange 23c on the inner wall surface 11g side of the outer wall portion 11 at the portion where the joint plate 41 is provided. Are cut out over a predetermined length. Thereby, the upper wall post 20 is arranged on the lower wall post 20, and the lower end portion of the upper steel vertical member 23 and the upper end portion of the lower steel vertical member 23 vertically opposed in the cutout portion 26k. When joining with the joint plate 41, the joint plate 41 is easily bolted from the inner wall surface 11g side of the outer wall portion 11 to the web 23a of the upper steel vertical member 23 and the web 23a of the lower steel vertical member 23 easily. be able to.
Further, in the notch 26k, the lower end of the column main bar 24 of the upper wall column 20 and the upper end of the column main bar 24 of the lower wall column 20 are connected via the connection joint 42 in the notch 26k. Connected to each other.
The notch 26k is filled with a filler 43 such as non-shrink mortar.

また、図６に示すように、上方の壁柱２０の壁部２２の下端部に形成された第一下端面２２ｃ、第二下端面２２ｄと、下方の壁柱２０の壁部２２の上端部に形成された第一上端面２２ｓ、第二上端面２２ｔとは、これらの間に無収縮モルタル等の充填材４４が充填されている。
上方の壁柱２０の縦筋２８の下端部と、下方の壁柱２０の縦筋２８の上端部とは、上方の壁柱２０に埋設された接続継手４２を介して互いに接続されている。 As shown in FIG. 6, a first lower end surface 22 c and a second lower end surface 22 d formed at a lower end portion of the wall portion 22 of the upper wall post 20, and an upper end portion of the wall portion 22 of the lower wall post 20. The first upper end face 22s and the second upper end face 22t are filled with a filler 44 such as non-shrink mortar.
The lower end of the vertical bar 28 of the upper wall column 20 and the upper end of the vertical bar 28 of the lower wall column 20 are connected to each other via a connection joint 42 embedded in the upper wall column 20.

また、水平方向で互いに隣り合う壁柱２０同士は、図３に示すように、コッター筋３１同士を機械式鉄筋継手治具３２を介して連結するとともに、互いに隣り合う壁柱２０の側端部傾斜面２０ｓ同士の間に形成される平断面視三角形状の欠込み部Ｓ１に、コンクリート４５を、現場打ちで打設して一体化されている。 As shown in FIG. 3, the wall columns 20 adjacent to each other in the horizontal direction connect the cotter streaks 31 via the mechanical reinforcing joint jig 32, and the side ends of the wall columns 20 adjacent to each other. Concrete 45 is cast in place into a notch S1 formed between the inclined surfaces 20s and having a triangular shape in a planar cross section by casting in place, and integrated.

以下、本実施形態の鉄骨鉄筋コンクリート造の壁柱建物構造による作用効果を述べる。
上述したような鉄骨鉄筋コンクリート造の壁柱構造によれば、鉄骨鉄筋コンクリート造の壁柱２０と、壁柱２０に連結された鉄骨梁３０とを主体として構築された鉄骨鉄筋コンクリート造の壁柱建物構造であって、壁柱２０は、鉄骨鉛直材２３が配置された鉛直柱型リブ２１と、縦筋２８、及び横筋２７が配筋された壁部２２とで構成されており、鉛直柱型リブ２１と壁部２２は異なる壁厚さを備え、対向する壁柱２０の鉄骨鉛直材２３間に内部梁が溶接されて壁柱梁架構１０を形成し、壁柱梁架構１０が水平方向および／または鉛直方向に複数連結される。
このような構成によれば、対向する壁柱２０の鉄骨鉛直材２３間に鉄骨内部梁３０を設けて、最小の立体抵抗体とする壁柱梁架構１０を形成し、当該壁柱梁架構１０を水平方向および／または鉛直方向に複数連結させて建物の骨組み架構を構築することで、壁柱２０の内部や壁柱２０の内外側面に梁部材を水平方向に設ける必要のない、鉄骨鉄筋コンクリート造の壁柱建物構造を実現した。よって、本発明の壁柱建物構造では、連結された壁柱２０同士が梁材の機能を有するために、壁柱２０の内部、または壁柱２０の表面に沿って梁材を設ける必要がなく、かつ、本実施形態のように壁部２２の壁厚さを鉛直柱型リブ２１よりも薄くすることで、建物内の居室空間を拡大することを可能とした。
また、壁柱２０を構成する鉛直柱型リブ２１内に鉄骨鉛直材２３を配置することで、複数の鉛直方向鉄筋を間隔をあけて配筋する場合に比べて、同一の水平断面内に多くの鋼材量を配置することができるために、高剛性で高耐力の壁柱２０を確保することができる。 Hereinafter, the operation and effect of the steel-framed reinforced concrete wall column building structure of the present embodiment will be described.
According to the above-described steel reinforced concrete wall column structure, a steel reinforced concrete wall column building structure mainly composed of a steel reinforced concrete wall column 20 and a steel beam 30 connected to the wall column 20 is used. The wall column 20 is composed of a vertical column-shaped rib 21 on which a steel frame vertical member 23 is arranged, and a wall portion 22 on which a vertical bar 28 and a horizontal bar 27 are arranged. And the wall portions 22 have different wall thicknesses, and the inner beams are welded between the steel vertical members 23 of the opposing wall columns 20 to form the wall column structures 10, and the wall column structures 10 are horizontally and / or horizontally. Multiple units are connected in the vertical direction.
According to such a configuration, the steel frame internal beam 30 is provided between the steel frame vertical members 23 of the opposing wall columns 20 to form the wall column beam frame 10 as the smallest three-dimensional resistor, and the wall column beam frame 10 is formed. Are connected in a horizontal direction and / or a vertical direction to construct a framework of a building, so that it is not necessary to provide a beam member horizontally in the interior of the wall column 20 or on the inner and outer surfaces of the wall column 20. The wall pillar building structure was realized. Therefore, in the wall pillar building structure of the present invention, since the connected wall pillars 20 have a beam function, there is no need to provide a beam material inside the wall pillar 20 or along the surface of the wall pillar 20. In addition, by making the wall thickness of the wall portion 22 smaller than that of the vertical column rib 21 as in the present embodiment, it is possible to enlarge the living room space in the building.
Further, by arranging the steel frame vertical members 23 in the vertical column-shaped ribs 21 constituting the wall columns 20, more steel bars are provided in the same horizontal section than in a case where a plurality of vertical reinforcing bars are arranged at intervals. Since the amount of steel material can be arranged, the wall column 20 having high rigidity and high proof strength can be secured.

また、壁部２２の壁厚さは、鉛直柱型リブ２１の柱奥行き寸法より薄肉であり、壁部２２と鉛直柱型リブ２１は建物外部側面が面一である。
このような構成によれば、壁部２２の壁厚さを鉛直柱型リブ２１の柱奥行き寸法よりも薄くし、かつ壁部２２と鉛直柱型リブ２１の建物外部側面を面一とすることで、建物内部側に突出する壁柱２０の躯体厚さが薄くなるために、建物内の居室空間を拡大することが可能となる。また、建物外壁面は、壁柱２０を構成する鉛直柱型リブ２１と壁部２２が面一であることで、外壁面に凹凸部はなく、粉塵等の付着を抑制できる。また、建物外壁面においては、壁柱２０を構成する鉛直柱型リブ２１や壁部２２の躯体形状が現れることはなく、設計自由度の高い建物が実現可能である。 The wall thickness of the wall portion 22 is thinner than the column depth dimension of the vertical columnar rib 21, and the wall portion 22 and the vertical columnar rib 21 are flush with the outer side surface of the building.
According to such a configuration, the wall thickness of the wall portion 22 is made smaller than the column depth dimension of the vertical columnar rib 21, and the exterior side surface of the wall portion 22 and the vertical columnar rib 21 are flush with each other. Thus, since the frame thickness of the wall pillars 20 protruding toward the inside of the building is reduced, the living room space in the building can be expanded. In addition, the outer wall surface of the building has no unevenness on the outer wall surface since the vertical column ribs 21 and the wall portion 22 constituting the wall column 20 are flush with each other, so that adhesion of dust and the like can be suppressed. Further, on the outer wall surface of the building, the skeleton shape of the vertical column-shaped ribs 21 and the wall portions 22 constituting the wall columns 20 does not appear, and a building with a high degree of design freedom can be realized.

また、壁部内の横筋のうち、建物内部側に配筋される横筋２７ｂは、鉄骨鉛直材２３を形成するウェブ２３ａを貫通して、鉄骨鉛直材２３を挟んだ他方側の壁部２２内に定着されている。
このような構成によれば、壁柱２０の平面視断面において、壁部２２を構成する横筋２７の少なくとも一部を、鉄骨鉛直材２３を挟んだ一方の壁部２２側から鉄骨鉛直材２３のウェブ２３ａを貫通させて、他方の壁部２２内に定着させることで、横筋２７の定着性能を十分に確保することができる。これにより、横筋２７は、鉄骨鉛直材２３と干渉しない位置で、かつ鉄骨鉛直材２３に接する一方の壁部２２内に定着させる必要が無く、壁部２２の壁厚さを、鉛直柱型リブ２１の柱奥行き寸法よりも容易に薄肉とし、さらに、鉄骨鉛直材２３のウェブ２３ａを貫通させた横筋２７を介して壁部２２と鉛直柱型リブ２１とを強固に一体化することができる。 Of the horizontal bars in the wall, the horizontal bars 27b arranged on the inner side of the building penetrate the web 23a forming the steel frame vertical member 23, and are inserted into the wall 22 on the other side sandwiching the steel frame vertical member 23. Has been established.
According to such a configuration, in the cross section of the wall column 20 in a plan view, at least a part of the horizontal streak 27 forming the wall portion 22 is formed from the one wall portion 22 side with the steel frame vertical member 23 interposed therebetween. By penetrating the web 23a and fixing it in the other wall portion 22, the fixing performance of the horizontal streak 27 can be sufficiently ensured. Accordingly, the horizontal streak 27 does not need to be fixed at a position not interfering with the steel frame vertical member 23 and in one of the wall portions 22 in contact with the steel frame vertical member 23, and the wall thickness of the wall portion 22 is reduced by the vertical column rib. 21 can be made thinner than the depth of the column, and the wall 22 and the vertical column-type rib 21 can be firmly integrated via the horizontal bar 27 penetrating the web 23a of the steel vertical member 23.

また、上下方向に壁柱２０を複数枚並べて積み重ねるときに、互いに上下に位置する壁柱２０同士の接合部は、建物１の各階の上下方向中間部に位置するようになっている。
このような構成によれば、地震等による外力が作用したときの曲げ応力が小さくなる各階の上下方向中間部に壁柱２０同士の接合部があるため、外力に効率的に抗し得る建物１を実現可能である。 Also, when a plurality of wall pillars 20 are arranged and stacked in the vertical direction, the joint between the wall pillars 20 located above and below each other is located at the middle part in the vertical direction of each floor of the building 1.
According to such a configuration, since the joint between the wall columns 20 is provided at the middle part in the vertical direction of each floor where the bending stress when an external force due to an earthquake or the like acts is small, the building 1 that can effectively withstand the external force Is feasible.

（実施形態の変形例）
次に、図９を用いて、上記実施形態として示した建物１の変形例を説明する。図９は、本変形例における鉄骨鉄筋コンクリート造の壁柱建物構造を備えた建物１Ａの斜視図である。本変形例の建物１Ａにおいては、複数の構造物が組み合わされて構成されている。
すなわち、建物１Ａは、第１構造体２と、第２構造体３と、を備える。
第１構造体２は、例えば地上１階程度の階層を有している。第２構造体３は、第１構造体２よりも高い、例えば地上２階程度の階層を有している。建物１Ａは、第１構造体２の一部に第２構造体３が重なるように配置されている。なお、第１構造体２、第２構造体３の階高やレイアウトは一例に過ぎず、適宜他の構成とすることが可能である。これら第１構造体２、第２構造体３のそれぞれを構成する躯体２Ｋ、３Ｋは、それぞれ、上記実施形態として示した鉄骨鉄筋コンクリート造の壁柱建物構造を有して構成される。具体的には、躯体２Ｋ、３Ｋは、それぞれ、壁柱梁架構１０を複数組み合わせることで構成される。 (Modification of Embodiment)
Next, a modified example of the building 1 shown as the embodiment will be described with reference to FIG. FIG. 9 is a perspective view of a building 1A provided with a steel-framed reinforced concrete wall-column building structure in this modification. In the building 1A of this modification, a plurality of structures are combined.
That is, the building 1 </ b> A includes the first structure 2 and the second structure 3.
The first structure 2 has, for example, a hierarchy of about one floor above the ground. The second structure 3 has a higher level than the first structure 2, for example, about two stories above the ground. The building 1 </ b> A is arranged such that the second structure 3 overlaps a part of the first structure 2. Note that the floor height and layout of the first structure 2 and the second structure 3 are merely examples, and other configurations can be appropriately used. The skeletons 2K and 3K constituting each of the first structure 2 and the second structure 3 are configured to have the steel-framed reinforced concrete wall column building structure described in the above embodiment. Specifically, each of the skeletons 2K and 3K is configured by combining a plurality of wall-column beam frames 10.

第１構造体２と第２構造体３とが平面視で重なり合う部分Ｚ１で、第２構造体３の壁柱２０Ｚの下端部は、第１構造体２の最上部に配置される壁柱梁架構１０の鉄骨梁３０Ｔ上に、溶接等により接合される。これにより、第２構造体３の壁柱２０Ｚに作用する荷重を、第１構造体２に効率良く伝達させることができる。 At a portion Z1 where the first structure 2 and the second structure 3 overlap in a plan view, the lower end of the wall column 20Z of the second structure 3 is a wall column beam arranged at the uppermost portion of the first structure 2. It is joined to the steel beam 30T of the frame 10 by welding or the like. Thereby, the load acting on the wall pillar 20 </ b> Z of the second structure 3 can be efficiently transmitted to the first structure 2.

本変形例が、上記実施形態と同様の効果を奏することはいうまでもない。 It goes without saying that the present modified example has the same effect as the above embodiment.

（実施形態の他の変形例）
なお、本発明の鉄骨鉄筋コンクリート造の壁柱建物構造は、図面を参照して説明した上述の実施形態及び変形例に限定されるものではなく、その技術的範囲において様々な変形例が考えられる。
例えば、上記実施形態では、鉛直柱型リブ２１を、壁部２２に対し、建物１の内方に突出するようにしたが、鉛直柱型リブ２１は、建物１の外方に向かって突出させるようにしてもよい。
また、壁柱２０は、外壁部１１の面内方向に沿って延びる鉄骨梁を更に備えるようにしても良い。
また、上記実施形態では、壁柱同士の水平方向の接合方法は、図３に示すように、壁部２２内に、横筋２７とは別にコッター筋３１を埋設し、コッター筋３１同士を連結するとともに、壁柱２０の水平接合面の欠込み部Ｓ１にコンクリートを充填して一体化したが、これに限られない。例えば、横筋として上記実施形態のような、縦筋２８を外方から囲って閉鎖するものではなく、横方向に延在して壁部２２の端部で終端するものを使用し、コッター筋３１の代わりにこの横筋同士を機械式鉄筋継ぎ手治具で連結させても良い。
また、図１０に示されるように、上方の壁柱２０と下方の壁柱２０が、フラットな接合目地部４６を介して連結されていてもよい。
さらに、上記実施形態では、壁柱２０を鉛直方向および水平方向に並べて設けることで、外壁部１１を形成するようにしたが、壁柱２０を上下方向のみに並べて設け、水平方向で互いに隣り合う壁柱２０どうしは、梁部材で連結するようにしてもよい。
さらに、上記実施形態では、本発明に係る鉄骨鉄筋コンクリート造の壁柱建物構造の適用例として、建物１を例示したが、適用対象となる建物の形状、構成については、適宜変更することが可能である。
さらに、上記実施形態では、互いに上下に位置する壁柱２０同士の接合部は、建物１の各階の上下方向中間部に位置するようになっていたが、これに限られない。例えば、中間部から上下方向に所定の距離だけ離れた位置において、曲げ応力がより小さくなるような設計がなされた場合等においては、当該位置に壁柱２０同士の接合部が設けられる構造となっても構わない。
これ以外にも、本発明の主旨を逸脱しない限り、上記実施の形態及び変形例で挙げた構成を取捨選択したり、他の構成に適宜変更したりすることが可能である。 (Other Modifications of Embodiment)
It should be noted that the steel-framed reinforced concrete wall column building structure of the present invention is not limited to the above-described embodiment and modifications described with reference to the drawings, and various modifications are possible within the technical scope.
For example, in the above-described embodiment, the vertical column-shaped ribs 21 protrude inward of the building 1 with respect to the wall 22. However, the vertical column-shaped ribs 21 protrude outward of the building 1. You may do so.
Further, the wall column 20 may further include a steel beam extending along an in-plane direction of the outer wall portion 11.
Further, in the above-described embodiment, as shown in FIG. 3, in the method of joining the wall columns in the horizontal direction, the cotter streaks 31 are embedded in the wall portion 22 separately from the horizontal streaks 27 and the cotter streaks 31 are connected to each other. At the same time, the notch S1 of the horizontal joint surface of the wall column 20 is filled with concrete and integrated, but is not limited to this. For example, instead of using the horizontal streak as in the above-described embodiment, the vertical streak 28 is not surrounded from the outside and closed, but is used to extend in the horizontal direction and terminate at the end of the wall 22. Instead, the horizontal bars may be connected to each other by a mechanical reinforcing joint jig.
As shown in FIG. 10, the upper wall post 20 and the lower wall post 20 may be connected via a flat joint joint 46.
Furthermore, in the above embodiment, the outer wall portion 11 is formed by arranging the wall pillars 20 in the vertical direction and the horizontal direction, but the wall pillars 20 are arranged in the vertical direction only, and are adjacent to each other in the horizontal direction. The wall columns 20 may be connected by a beam member.
Further, in the above embodiment, the building 1 is exemplified as an application example of the steel-framed reinforced concrete wall-column building structure according to the present invention. However, the shape and configuration of the building to be applied can be appropriately changed. is there.
Furthermore, in the above-described embodiment, the joint between the wall pillars 20 located above and below each other is located at the middle part in the vertical direction of each floor of the building 1, but is not limited to this. For example, in a case where a design is made such that bending stress becomes smaller at a position vertically separated from the intermediate portion by a predetermined distance, a joint portion between the wall columns 20 is provided at the position. It does not matter.
Other than the above, the configurations described in the above-described embodiments and modified examples can be selected or changed to other configurations as appropriate without departing from the gist of the present invention.

１、１Ａ建物２３ａウェブ
１０壁柱梁架構２７横筋（２７ａ、２７ｂ）
２０壁柱２８縦筋
２１鉛直柱型リブ３０鉄骨梁（鉄骨内部梁）
２２壁部Ｔ１寸法（壁厚さ）
２３鉄骨鉛直材Ｔ２寸法（柱奥行き寸法） 1, 1A Building 23a Web 10 Wall column structure 27 Horizontal streak (27a, 27b)
Reference Signs List 20 wall column 28 vertical bar 21 vertical column type rib 30 steel beam (steel internal beam)
22 Wall T1 dimensions (wall thickness)
23 Vertical Steel T2 Dimensions (Pole Depth Dimensions)

Claims

A steel-framed reinforced concrete wall column building structure mainly composed of a steel-framed reinforced concrete wall column and a steel frame internal beam connected to the wall column,
The wall column is composed of a vertical column rib on which a steel vertical member is arranged, and a wall portion on which vertical and horizontal bars are arranged, and the vertical column rib and the wall portion have different wall thicknesses. Be prepared,
The steel frame internal beam is connected between the steel vertical members of the wall column facing each other to form a wall column beam structure, and the wall column beam frame is connected to a plurality of horizontal and / or vertical directions. Steel reinforced concrete wall pillar building structure.

The wall thickness of the said wall part is thinner than the pillar depth dimension of the said vertical pillar type rib, The said wall part and the said vertical pillar type rib are the building exterior side surfaces flush, The Claim 1 characterized by the above-mentioned. The described steel frame reinforced concrete wall column building structure.

3. The method according to claim 1, wherein at least a part of the horizontal streak penetrates a web forming the steel frame vertical material, and is fixed in the wall portion on the other side across the steel frame vertical material. 4. The described steel frame reinforced concrete wall column building structure.