JP2005273366A - Frame work of multiple dwelling house - Google Patents

Frame work of multiple dwelling house Download PDF

Info

Publication number
JP2005273366A
JP2005273366A JP2004091106A JP2004091106A JP2005273366A JP 2005273366 A JP2005273366 A JP 2005273366A JP 2004091106 A JP2004091106 A JP 2004091106A JP 2004091106 A JP2004091106 A JP 2004091106A JP 2005273366 A JP2005273366 A JP 2005273366A
Authority
JP
Japan
Prior art keywords
slit
beams
columns
column
residences
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2004091106A
Other languages
Japanese (ja)
Other versions
JP4568001B2 (en
Inventor
Toshiaki Tsuji
俊明 辻
Toshiichiro Furukawa
俊一朗 古川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Haseko Corp
Original Assignee
Haseko Corp
Hasegawa Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Haseko Corp, Hasegawa Komuten Co Ltd filed Critical Haseko Corp
Priority to JP2004091106A priority Critical patent/JP4568001B2/en
Publication of JP2005273366A publication Critical patent/JP2005273366A/en
Application granted granted Critical
Publication of JP4568001B2 publication Critical patent/JP4568001B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To strongly correspond to input load in the span direction as well as bending load caused by rotation of a whole building and reduce a cross section of a column and a beam by reduction of stress burdens to the column and the beam and facilitate ventilation and lighting with a slit by enlarging an opening part facing the slit in a multiple dwelling house in which the slits are provided between residences arranged in a row. <P>SOLUTION: In a frame work of the multiple dwelling house, a plurality of residences 1 are horizontally arranged in a row and are vertically disposed, and common corridors 2 are respectively provided at one side of a group of the residences arranged in a row on each floor and the slits 3 are respectively arranged between the residences. A structure plane in X direction where the residences are arranged in a row is a rigid frame structure comprising the columns and the beams. A structure plane in Y direction orthogonal to X direction is a rigid frame structure with an aseismatic wall which has basically the aseismatic wall in addition to the columns and beams. Only a structure plane facing the slit in Y direction is a rigid frame structure comprising the columns and the beams, and intermediate columns which do not have the beams in X direction are provided in the structure plane. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、集合住宅の架構構造に関する。   The present invention relates to a frame structure of an apartment house.

複数の住戸が水平方向に並列配置されると共に、上下方向に積層され、各階の並列配置された住戸群の片側に共通廊下が設けられてなる集合住宅において、並列配置される住戸間にスリット(建物の共通廊下と反対側の側面に開放した吹抜け状の空間)を設けるものとして、特許文献1,2などの提案が知られている。これらの提案は、各住戸が戸境壁1枚を介して並列配置される場合に比較して、住戸間にスリットがある分、住戸への通風性や採光確保の点で優れているが、建物の架構構造としては幾つかの問題点がある。   In a housing complex in which a plurality of dwelling units are arranged in parallel in the horizontal direction, stacked in the vertical direction, and a common corridor is provided on one side of the dwelling unit group arranged in parallel on each floor, a slit ( Patent Documents 1, 2 and the like are known as providing an open space on the side opposite to the common corridor of the building. These proposals are superior in terms of air permeability to the dwelling units and securing lighting as compared to the case where each dwelling unit is arranged in parallel through one door wall, There are several problems with the building structure.

図8は、一般的な集合住宅の架構構造を略図化したものである。1は並列配置された住戸、4は柱、5は梁、6は耐震壁である。2は並列配置された住戸群の片側に向けられた共通廊下である。住戸1が並列配置される方向であるX方向(桁方向)の構面は、柱4と梁5によるラーメン構造で、これと直角な方向であるY方向(はり間方向)の構面は、柱4と梁(図示せず)の他に耐震壁6が設けられた耐震壁付きラーメン構造である。   FIG. 8 is a schematic diagram of a typical multi-family housing structure. 1 is a dwelling unit arranged in parallel, 4 is a column, 5 is a beam, and 6 is a seismic wall. Reference numeral 2 denotes a common corridor directed to one side of the dwelling units arranged in parallel. The construction surface in the X direction (girder direction), which is the direction in which the dwelling units 1 are arranged in parallel, is a ramen structure with columns 4 and beams 5, and the construction surface in the Y direction (direction between beams), which is perpendicular to this, is It is a ramen structure with a seismic wall in which a seismic wall 6 is provided in addition to a column 4 and a beam (not shown).

この架構構造の利点は、耐震壁6があることによって、Y方向の入力荷重(地震など)については強固に対応できるだけでなく、建物全体の回転から生じる曲げ荷重にも強固に対応できるので、柱4や梁5への応力負担が少ない分だけ柱4や梁5の断面積を小さくできるという点にある。   The advantage of this frame structure is that it has a seismic wall 6 so that it can not only handle the input load in the Y direction (earthquake, etc.) firmly, but can also flexibly handle the bending load resulting from the rotation of the entire building. 4 and the cross-sectional area of the beam 5 can be reduced by an amount corresponding to a small stress load on the beam 5.

一方、不都合な点は、耐震壁6は上記のとおり柱や梁の曲げ応力を一部負担するものであるから、耐震壁6に窓などの開口部を設けることは耐震壁6自体の耐力を低下させることでもあり、耐震壁6に設けることのできる開口面積に限りがあるという点である。   On the other hand, since the seismic wall 6 bears part of the bending stress of the pillars and beams as described above, providing an opening such as a window in the seismic wall 6 reduces the strength of the seismic wall 6 itself. It is also a point that the opening area that can be provided in the earthquake-resistant wall 6 is limited.

従って、Y方向(はり間方向)の構面を耐震壁付きラーメン構造とした架構において、住戸間にスリット(建物の共通廊下2と反対側の側面に開放した吹抜け状の空間)を設けようとすると、図9、図10に示すように、スリット3に面した開口部a,bの大きさに制限が生じることになる。図中の8は、共通廊下2に連なる共通スペースである。   Therefore, in a frame with a frame structure in the Y direction (direction between the beams) and a ramen structure with earthquake-resistant walls, an attempt is made to provide a slit (an open space on the side opposite to the common corridor 2 of the building) between the dwelling units. Then, as shown in FIGS. 9 and 10, the size of the openings a and b facing the slit 3 is limited. In the figure, 8 is a common space connected to the common corridor 2.

住戸1間のスリット3は、本来、各住戸1への通風や採光確保をより向上させるための手法であるから、住戸1を並列配置させるために有利な架構構造も、特許文献1の一部に記載されているように、戸境壁を耐震壁とした架構形態では、スリット3に面する開口面積が小さいため、スリット3を設けることの利点を半減させてしまうことになる。   Since the slit 3 between the dwelling units 1 is originally a technique for further improving ventilation and lighting securing to each dwelling unit 1, a frame structure advantageous for arranging the dwelling units 1 in parallel is also a part of Patent Document 1. In the frame configuration in which the door wall is a seismic wall, the opening area facing the slit 3 is small, so that the advantage of providing the slit 3 is halved.

壁への開口部を自由に設けられる架構構造としては、図11に示すように、X方向、Y方向ともにラーメン構造とする方法がある。この架構形態は、基本的に柱4と梁5によって、荷重に対応するものであるから、原理的には、柱4と梁5以外の部分は全て開口部とすることができる。   As a frame structure in which the opening to the wall can be freely provided, there is a method of making a ramen structure in both the X direction and the Y direction as shown in FIG. Since this frame form basically corresponds to the load by the pillars 4 and the beams 5, in principle, all parts other than the pillars 4 and the beams 5 can be openings.

従って、図12に示すように、X方向、Y方向ともにラーメン構造とした架構において、住戸1間にスリット3を設けると、スリット3を有効に利用するための開口部を自由に配置することができる。   Therefore, as shown in FIG. 12, in a frame having a ramen structure in both the X direction and the Y direction, when the slit 3 is provided between the dwelling units 1, an opening for effectively using the slit 3 can be freely arranged. it can.

ところが、この架構形態では、柱4や梁5への応力を負担する耐震壁がないので、当然、全ての荷重に対して柱4や梁5が応力負担することとなり、結果として柱4や梁5の断
面積が大きくなるという問題がある(特許文献2)。
However, in this frame form, since there is no earthquake-resistant wall that bears stress on the columns 4 and 5, the columns 4 and beams 5 naturally bear stress on all loads, resulting in the columns 4 and beams. There is a problem that the cross-sectional area of 5 becomes large (Patent Document 2).

特公平4−44662号公報Japanese Examined Patent Publication No. 4-44662 特公平2−44978号公報Japanese Patent Publication No. 2-44978

本発明は、上記の問題点を踏まえてなされたもので、その目的とするところは、並列配置される住戸間にスリットを設けるにあたり、はり間方向の入力荷重(地震など)については強固に対応できるだけでなく、建物全体の回転から生じる曲げ荷重にも強固に対応できて、柱や梁への応力負担が少ない分だけ柱や梁の断面積を小さくできると共に、スリットに面する開口部を大きくとって、スリットを利用した通風・採光の確保が容易になる集合住宅の架構構造を提供することにある。   The present invention has been made in view of the above-mentioned problems. The purpose of the present invention is to firmly handle input loads in the direction of beams (earthquakes, etc.) when providing slits between dwelling units arranged in parallel. In addition to being able to cope with bending loads caused by the rotation of the entire building, the cross-sectional area of the columns and beams can be reduced by the amount of less stress on the columns and beams, and the opening facing the slits can be enlarged. Therefore, it is to provide a frame structure of an apartment house that makes it easy to secure ventilation and lighting using a slit.

上記の目的を達成するために、本発明が講じた技術的手段は、次の通りである。即ち、本発明による集合住宅の架構構造は、複数の住戸が水平方向に並列配置されると共に、上下方向に積層され、各階の並列配置された住戸群の片側に共通廊下が設けられ、且つ、並列配置される住戸間にスリットが設けられた集合住宅の架構構造であって、住戸の並列配置される方向であるX方向の構面は柱と梁からなるラーメン構造とされ、これと直角なY方向の構面は、基本的に柱と梁の他に耐震壁を有する耐震壁付きラーメン構造とされ、スリットに面するY方向の構面だけが柱と梁からなるラーメン構造とされ、当該構面にX方向の梁を有しない中間柱が設けられていることを特徴としている。   In order to achieve the above object, technical measures taken by the present invention are as follows. That is, in the frame structure of an apartment house according to the present invention, a plurality of dwelling units are arranged in parallel in the horizontal direction, stacked in the vertical direction, a common corridor is provided on one side of the dwelling unit group arranged in parallel on each floor, and It is a frame structure of an apartment house in which slits are provided between units that are arranged side by side, and the X-direction structure that is the direction in which the units are arranged side by side is a ramen structure that consists of columns and beams, and is perpendicular to this. The construction surface in the Y direction is basically a ramen structure with a seismic wall having a seismic wall in addition to columns and beams, and only the construction surface in the Y direction facing the slit is a ramen structure composed of columns and beams. An intermediate column not having an X-direction beam is provided on the construction surface.

尚、中間柱は、応力のバランスをとるための柱であり、X方向の梁も架設されないから、Y方向の構面における中間に近い位置であれば、必ずしも、スリットの両側に対称的に配置する必要はなく、両側の住戸の間取に合わせて多少の位置変更は可能である。   The intermediate column is a column for balancing the stress. Since no beam in the X direction is installed, the intermediate column is not necessarily arranged symmetrically on both sides of the slit as long as it is close to the middle in the Y direction. It is not necessary to do so, and some position changes are possible according to the floor plan of the dwelling units on both sides.

上記の構成によれば、Y方向の構面に耐震壁があることによって、Y方向の入力荷重(地震など)については強固に対応できるだけでなく、建物全体の回転から生じる曲げ荷重にも強固に対応できるので、柱や梁への応力負担が少ない分だけ柱や梁の断面積を小さくすることができる。   According to the above configuration, the presence of the earthquake-resistant wall on the surface in the Y direction can not only firmly cope with input loads in the Y direction (earthquakes, etc.), but can also withstand bending loads resulting from the rotation of the entire building. Since it can respond, the cross-sectional area of the column or beam can be reduced by the amount of less stress load on the column or beam.

また、住戸間に設けられるスリットに面するY方向の構面だけは、柱と梁からなるラーメン構造で、窓などの開口部を自由に設定できる架構となっており、スリットに面する壁を利用した採光・通風の確保が容易になる。   In addition, only the Y-direction structure facing the slit provided between the dwelling units is a ramen structure consisting of pillars and beams, and it is a frame in which openings such as windows can be set freely, and the wall facing the slit is Securing of used lighting and ventilation becomes easy.

図1は本発明に係る集合住宅の架構構造の基本となる形態を説明する平面図である。この架構構造は、二戸の住戸1が水平方向に並列配置されると共に、上下方向に積層され、各階の並列配置された住戸群の片側に共通廊下2が設けられ、且つ、並列配置される住戸1間にスリット(建物の共通廊下2と反対側の側面に開放した吹抜け状の空間)3が設けられた集合住宅の架構構造であって、住戸1の並列配置される方向であるX方向(桁方向)の構面は柱4と梁5の他、梁5a、梁5bからなるラーメン構造とされ、これと直角なY方向(はり間方向)の構面は、基本的には、柱4と梁(図示せず)の他に耐震壁6を有する耐震壁付きラーメン構造とされるが、スリット3に面するY方向の構面だけが柱4と梁5からなるラーメン構造とされ、当該構面にX方向の梁を有しない中間柱7が設けられている。8は、コンクリートスラブで、共通廊下2に連なる共通スペースである。   FIG. 1 is a plan view for explaining a basic form of a frame structure of an apartment house according to the present invention. In this frame structure, two dwelling units 1 are arranged in parallel in the horizontal direction, stacked in the vertical direction, a common corridor 2 is provided on one side of a group of dwelling units arranged in parallel on each floor, and the dwelling units are arranged in parallel 1 is a frame structure of an apartment house provided with a slit (open space on the side opposite to the common corridor 2 of the building) 3 between the X direction (direction in which the dwelling units 1 are arranged in parallel) The structural surface in the girder direction is a ramen structure composed of the beam 4a and the beam 5 in addition to the column 4 and the beam 5, and the structural surface in the Y direction (direction between beams) perpendicular to this is basically the column 4 In addition to the beam and the beam (not shown), the ramen structure with the earthquake-resistant wall 6 having the earthquake-resistant wall 6 is used, but only the Y-direction composition surface facing the slit 3 is the ramen structure including the column 4 and the beam 5. An intermediate column 7 having no X-direction beam is provided on the construction surface. Reference numeral 8 denotes a concrete slab, which is a common space connected to the common hallway 2.

図1で示した基本的な構造を一単位として、水平方向に連続させると、図2や図3に示すような戸数の多い集合住宅の架構構造となる。また、図1で示した基本的な構造を一単位として、水平方向に連続させるにあたっては、必ずしも直線的である必要はなく、図4に例示するように、連続のさせ方によって、様々な平面形状に設計でき、様々な敷地形状に対応できる。   If the basic structure shown in FIG. 1 is taken as one unit and is continued in the horizontal direction, a frame structure of a housing complex with a large number of houses as shown in FIGS. 2 and 3 is obtained. Further, in order to continue in the horizontal direction with the basic structure shown in FIG. 1 as a unit, it is not always necessary to be linear, and as illustrated in FIG. It can be designed in a shape and can be used for various site shapes.

これらの構成によれば、Y方向の構面に耐震壁6があることによって、Y方向の入力荷重(地震など)については強固に対応できるだけでなく、建物全体の回転から生じる曲げ荷重にも強固に対応できるので、柱4や梁5への応力負担が少ない分だけ柱4や梁5の断面積を小さくすることができる。   According to these configurations, the presence of the seismic wall 6 on the surface in the Y direction not only can firmly cope with input loads in the Y direction (such as earthquakes), but is also strong against bending loads resulting from the rotation of the entire building. Therefore, the cross-sectional area of the column 4 or the beam 5 can be reduced by the amount of less stress load on the column 4 or the beam 5.

また、住戸1間に設けられるスリット3に面するY方向の構面だけは、柱4と梁5からなるラーメン構造で、窓などの開口部を自由に設定できる架構となっており、スリット3に面する壁を利用した採光・通風の確保が容易になる。   Further, only the Y-direction structural surface facing the slit 3 provided between the dwelling units 1 is a frame structure having a pillar 4 and a beam 5 and is a frame in which an opening such as a window can be freely set. Securing lighting and ventilation using the wall facing

図5は、本発明に係る集合住宅の架構構造に各住戸の間取りを配置した具体例を示している。中間柱7は、集合住宅の各層にわたって上下に連続しているが、応力のバランスをとるための柱であり、X方向の梁も架設されないから、Y方向の構面における中間に近い位置であれば、必ずしも、スリット3の両側に対称的に配置する必要はなく、図5の例では、両側の住戸1の間取に合わせて中間柱7の位置をスリット3の両側で非対称に配置してある。図6は、図5におけるA−A線での概略矢視図である。   FIG. 5 shows a specific example in which the floor plan of each dwelling unit is arranged in the frame structure of an apartment house according to the present invention. The intermediate column 7 is continuous across the layers of the apartment building, but is a column for balancing the stress, and since no beam in the X direction is installed, it should be close to the middle of the construction surface in the Y direction. For example, it is not always necessary to arrange symmetrically on both sides of the slit 3, and in the example of FIG. 5, the positions of the intermediate pillars 7 are asymmetrically arranged on both sides of the slit 3 in accordance with the layout of the dwelling units 1 on both sides. is there. 6 is a schematic view taken along the line AA in FIG.

図5において、Eは玄関、BRは寝室などの洋室、JRは和室、LDRはリビングダイニング、Kは台所、Uは洗面所、UBは浴室を示している。スリット3に面する壁9には、開口部の一例として、浴室UBの窓10、台所Kの窓11、洋室BRやリビングダイニングLDRの明り窓12などが設けられている。13は共通廊下2と反対側に設けられたバルコニーである。共通廊下2に連なる共通スペース8はポーチとして構成されている。14は玄関Eの扉である。スリット3に面する洋室BRには、バルコニー13に面する部分に通常の引き違いの窓15が設けられている。図5の例では、スリット3に面する共通スペース8の内端には、手摺16が設けられているが、通風や採光が可能な窓を有する壁を設けてもよい。   In FIG. 5, E is a front door, BR is a Western-style room such as a bedroom, JR is a Japanese-style room, LDR is a living dining room, K is a kitchen, U is a washroom, and UB is a bathroom. On the wall 9 facing the slit 3, as an example of an opening, a window 10 of a bathroom UB, a window 11 of a kitchen K, a Western room BR, a light window 12 of a living dining LDR, and the like are provided. 13 is a balcony provided on the opposite side to the common hallway 2. The common space 8 connected to the common corridor 2 is configured as a pouch. Reference numeral 14 denotes a door of the entrance E. In the western room BR facing the slit 3, a normal sliding window 15 is provided in a part facing the balcony 13. In the example of FIG. 5, the handrail 16 is provided at the inner end of the common space 8 facing the slit 3, but a wall having a window that allows ventilation and lighting may be provided.

スリット3に面する壁9が耐震壁ではないため、耐震壁の場合は制約の多かった開口部も単に大きくできるだけでなく、様々な形状で実現可能である。例えば、図6に示すように、台所Kの窓11は、通常の片開き窓11aの他に、下部にガラスブロック11bを用いることで、より多くの光をスリット3から取り入れることができる。また、洋室BRの明り窓12では、開口の全面を同じくガラスブロック12aで形成することで、多くの光を洋室BR内に取り込めるだけでなく、スリット3を介して向かい合う住戸からの直視を阻止して、プライバシーも確保できる。   Since the wall 9 facing the slit 3 is not a seismic wall, in the case of the seismic wall, not only a large opening, but also various shapes can be realized. For example, as shown in FIG. 6, the window 11 of the kitchen K can take in more light from the slit 3 by using the glass block 11b in the lower part in addition to the normal one-sided window 11a. Also, in the light window 12 of the Western-style room BR, the entire surface of the opening is also formed by the glass block 12a, so that not only much light can be taken into the Western-style room BR but also direct view from the dwelling unit facing through the slit 3 is prevented. Privacy.

図7は、図1に示した架構構造を高層化した場合の架構構造を示すものである。この架構構造の特徴は、並列配置される住戸間のスリット3に対して、バルコニー13側に架構される梁5aに連続して、スラブ13aやスラブ13bが設けられる点にある。   FIG. 7 shows a frame structure when the frame structure shown in FIG. A feature of this frame structure is that a slab 13a and a slab 13b are provided continuously to the beam 5a constructed on the balcony 13 side with respect to the slits 3 between the dwelling units arranged in parallel.

これは、図1の架構構造では、共通廊下2に連なる共通スペースであるコンクリートスラブ8と梁5bがあるのに対して、バルコニー13側は、梁5aしかないために、この架構構造で高層化すると応力バランスが悪く、バルコニー13側の梁5aに過大な応力集中が考えられるため、梁5aの補強部材としてスラブ13aやスラブ13bを設けることにより、応力バランスの整合をとることを目的としている。   This is because the structure of FIG. 1 has a concrete slab 8 and a beam 5b, which are common spaces connected to the common corridor 2, whereas the balcony 13 has only the beam 5a. Then, the stress balance is poor, and excessive stress concentration can be considered on the beam 5a on the balcony 13 side. Therefore, by providing the slab 13a and the slab 13b as the reinforcing members of the beam 5a, the purpose is to achieve the matching of the stress balance.

従って、スリット3を構成する柱4,4,4,4、梁5,5、梁5a、梁5bで構成される構面内にスラブ13aを設けるか、バルコニー13と連続してスラブ13bを設けるか、あるいはスラブ13aとスラブ13bの両方を設けるかは適宜設定され、スラブ13aとスラブ13bの幅や厚さも適宜設定され、梁5aの補強部材が設けられることによって、図1に示す架構構造による高層化を容易にする。   Therefore, the slab 13a is provided in the construction surface constituted by the columns 4, 4, 4, 4, the beams 5, 5, the beam 5a, and the beam 5b constituting the slit 3, or the slab 13b is provided continuously with the balcony 13. In addition, whether to provide both the slab 13a and the slab 13b is set as appropriate, the width and thickness of the slab 13a and the slab 13b are also set appropriately, and a reinforcing member for the beam 5a is provided, so that the structure shown in FIG. Facilitates high rise.

尚、図7に示す架構構造の組み合わせは、図1の架構構造と同様である。   The combination of the frame structures shown in FIG. 7 is the same as the frame structure of FIG.

本発明に係る集合住宅の架構構造の基本となる形態を説明する平面図である。It is a top view explaining the form used as the foundation of the frame structure of the apartment house concerning this invention. 本発明の一実施形態を示す平面図である。It is a top view which shows one Embodiment of this invention. 他の実施形態を示す平面図である。It is a top view which shows other embodiment. 他の実施形態を示す平面図である。It is a top view which shows other embodiment. 他の実施形態を示す具体的な間取りを配置した平面図である。It is the top view which has arrange | positioned the concrete floor plan which shows other embodiment. 図5におけるA−A線での概略矢視図である。FIG. 6 is a schematic arrow view taken along line AA in FIG. 5. 他の実施形態を示す平面図である。It is a top view which shows other embodiment. 従来例を説明する平面図である。It is a top view explaining a prior art example. 従来例を説明する平面図である。It is a top view explaining a prior art example. 図8におけるB−B線での概略矢視図である。It is a schematic arrow line view in the BB line in FIG. 従来例を説明する平面図である。It is a top view explaining a prior art example. 従来例を説明する平面図である。It is a top view explaining a prior art example.

符号の説明Explanation of symbols

1 住戸
2 共通廊下
3 スリット
4 柱
5 梁
6 耐震壁
7 中間柱
DESCRIPTION OF SYMBOLS 1 Dwelling unit 2 Common corridor 3 Slit 4 Column 5 Beam 6 Seismic wall 7 Intermediate column

Claims (1)

複数の住戸が水平方向に並列配置されると共に、上下方向に積層され、各階の並列配置された住戸群の片側に共通廊下が設けられ、且つ、並列配置される住戸間にスリットが設けられた集合住宅の架構構造であって、住戸の並列配置される方向であるX方向の構面は柱と梁からなるラーメン構造とされ、これと直角なY方向の構面は、基本的に柱と梁の他に耐震壁を有する耐震壁付きラーメン構造とされ、スリットに面するY方向の構面だけが柱と梁からなるラーメン構造とされ、当該構面にX方向の梁を有しない中間柱が設けられていることを特徴とする集合住宅の架構構造。   A plurality of dwelling units are arranged in parallel in the horizontal direction, stacked in the vertical direction, a common corridor is provided on one side of the dwelling unit group arranged in parallel on each floor, and a slit is provided between the dwelling units arranged in parallel It is a frame structure of an apartment house, and the X-direction plane, which is the direction in which the dwelling units are arranged in parallel, is a ramen structure composed of columns and beams, and the Y-direction plane perpendicular to this is basically a column. It is a ramen structure with a seismic wall having a seismic wall in addition to the beam, and only the Y-direction structural surface facing the slit is a ramen structure composed of a column and a beam, and the intermediate column does not have an X-direction beam on the structural surface. A frame structure of an apartment house, characterized in that it is provided.
JP2004091106A 2004-03-26 2004-03-26 Frame structure of apartment house Expired - Lifetime JP4568001B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004091106A JP4568001B2 (en) 2004-03-26 2004-03-26 Frame structure of apartment house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004091106A JP4568001B2 (en) 2004-03-26 2004-03-26 Frame structure of apartment house

Publications (2)

Publication Number Publication Date
JP2005273366A true JP2005273366A (en) 2005-10-06
JP4568001B2 JP4568001B2 (en) 2010-10-27

Family

ID=35173328

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004091106A Expired - Lifetime JP4568001B2 (en) 2004-03-26 2004-03-26 Frame structure of apartment house

Country Status (1)

Country Link
JP (1) JP4568001B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009409A (en) * 2016-07-15 2018-01-18 株式会社レオパレス21 Tenement house with vacant land
JP2020139359A (en) * 2019-03-01 2020-09-03 三井住友建設株式会社 building

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09195538A (en) * 1996-01-16 1997-07-29 Kajima Corp Plane-shape apartment house
JP2001132251A (en) * 1999-11-04 2001-05-15 Takenaka Komuten Co Ltd Apartment house

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09195538A (en) * 1996-01-16 1997-07-29 Kajima Corp Plane-shape apartment house
JP2001132251A (en) * 1999-11-04 2001-05-15 Takenaka Komuten Co Ltd Apartment house

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009409A (en) * 2016-07-15 2018-01-18 株式会社レオパレス21 Tenement house with vacant land
JP2020139359A (en) * 2019-03-01 2020-09-03 三井住友建設株式会社 building
JP7190371B2 (en) 2019-03-01 2022-12-15 三井住友建設株式会社 building

Also Published As

Publication number Publication date
JP4568001B2 (en) 2010-10-27

Similar Documents

Publication Publication Date Title
JP4568001B2 (en) Frame structure of apartment house
JP5325570B2 (en) housing complex
JP5378783B2 (en) Wall ramen structure building
JPH11324204A (en) Structure of building
JP3391445B2 (en) Buildings and building design methods
JP5752478B2 (en) housing complex
JP5627069B2 (en) Multistory building
JP7190371B2 (en) building
JP4246078B2 (en) housing complex
JP2009041224A (en) Multiple dwelling house
JP7040720B2 (en) Narrow building
JP7233766B1 (en) Building
JP2024043835A (en) Apartment Buildings
JPH09158502A (en) Structure of apartment house
JP6167044B2 (en) Building structure
JP3143426U (en) housing complex
JP2008088680A (en) Apartment house
JP2005207047A (en) Unit type building
JP2011106245A (en) Plate-like multifamily building
JP6400306B2 (en) Steel frame residential building with bi-directional brace structure
JP5486274B2 (en) housing complex
JPH09310511A (en) Earthquake resistant reinforcing construction of existing building
JP2004204487A (en) Building structure of multiple dwelling house
JP3079927U (en) building
JP2021046725A (en) Support structure and construction method of skip floor

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070228

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081014

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100105

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100305

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100803

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100806

R150 Certificate of patent or registration of utility model

Ref document number: 4568001

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130813

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250