JP2013194492A - School building - Google Patents

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JP2013194492A
JP2013194492A JP2012066496A JP2012066496A JP2013194492A JP 2013194492 A JP2013194492 A JP 2013194492A JP 2012066496 A JP2012066496 A JP 2012066496A JP 2012066496 A JP2012066496 A JP 2012066496A JP 2013194492 A JP2013194492 A JP 2013194492A
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pair
walls
floor
wall
school building
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JP5775841B2 (en
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Kazuma Matsuo
和午 松尾
Nobuyuki Kimura
信之 木村
Masaaki Murakoshi
正明 村越
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ATELIERSON KK
SHOWA WOMEN S UNIV
SHOWA WOMEN'S UNIV
Mitsui Home Co Ltd
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ATELIERSON KK
SHOWA WOMEN S UNIV
SHOWA WOMEN'S UNIV
Mitsui Home Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a wooden school building of three or more stories, capable of increasing the span of a classroom and improving an aseismatic performance compatibly by a framework wall construction method.SOLUTION: A three-storied wooden schoolhouse 1 constructed by the framework wall construction method includes: at least a pair of outer walls 10 separated from each other and erected in parallel; a plurality of floor slabs 8 disposed between the pair of outer walls 10, for partitioning an upper floor and a lower floor; a pair of reinforcing walls 11 erected to the height of the second floor in parallel with the pair of outer walls 10 at a position separated to an outdoor side with respect to the pair of outer walls 10; and a connecting member 9 for connecting the floor slabs 8 and the reinforcing walls 11.

Description

本発明は、学校建築物に関し、特に、教室、廊下、その他の設備が木造で構成された学校建築物に関する。   The present invention relates to a school building, and more particularly to a school building in which a classroom, a hallway, and other facilities are made of wood.

従来、校舎等の学校建築物は、耐震性や耐火性を重視し、かつ、建設コストを抑制するために、RC構造物で建築されることが多い。特に、従来の学校建築物では、教室内の室内環境にはあまり配慮がなされておらず、一般住宅の室内環境に比較して無機質な環境となっていた。そこで、子供たちの精神的・肉体的な負担を軽減するため、サステナブル資源である木材を利用した木造の学校建築物が提案されている。例えば、非特許文献1には、3階建て以上の木造の学校建築物について、震度6強以上の地震でもいきなり倒壊することがないように構造計算を行うことが義務図けられていること、及び、所定寸法以上の壁・柱・横架材を使用すること、等が記載されている。実際、従来の木造の学校建築物では、教室の中央に柱などが設置されることが多い。   Conventionally, school buildings such as school buildings are often constructed with RC structures in order to place importance on earthquake resistance and fire resistance and reduce construction costs. In particular, in the conventional school building, the indoor environment in the classroom is not so much considered, and the environment is inorganic compared to the indoor environment of ordinary houses. Therefore, wooden school buildings that use timber, a sustainable resource, have been proposed to reduce the mental and physical burden on children. For example, Non-Patent Document 1 is obliged to carry out structural calculations on wooden school buildings of three stories or more so that they will not collapse suddenly even in earthquakes with a seismic intensity of 6 or higher. In addition, use of walls, pillars, horizontal members of a predetermined size or more is described. In fact, in conventional wooden school buildings, pillars are often installed in the center of the classroom.

文部科学省、「あたたかみとうるおいのある木の学校 早わかり木の学校」、日本、社団法人文教施設協会、平成19年12月21日、64−65ページMinistry of Education, Culture, Sports, Science and Technology, "School of wood with warmth and moisture" School of Japan, Japan Association for Educational Facilities, December 21, 2007, pages 64-65

ところで、木造枠組壁工法で学校建築物を構築する場合、壁体を箱状に組み合わせて荷重を支持する構造であるため、柱や梁を必要としない。また、壁体は、比較的小断面の木材を組み合わせて構成されるので、断面の大きな木材を必要とせず、材料調達が容易であり、材料費を低減できる可能性がある。また、小断面の木材をトラス状に組み合わせた木製のトラス梁を用いることにより、教室の大スパン化を実現することも容易である。また、木造枠組壁工法は、ツーバイフォー工法に代表されるように、木材の寸法や壁枠の寸法が規格化されているので、工場での量産化や高品質化によるシステムビルドを図ることが可能である。   By the way, when constructing a school building by a wooden frame wall construction method, it is a structure that supports a load by combining wall bodies in a box shape, so that no columns or beams are required. In addition, since the wall body is configured by combining relatively small-section wood, it does not require wood having a large cross-section, and material procurement is easy and material costs may be reduced. It is also easy to realize a large classroom span by using a wooden truss beam that is a truss-like combination of small cross-section timbers. In addition, as represented by the two-by-four method, the wooden frame wall construction method has standardized wood dimensions and wall frame dimensions, enabling system build-up by mass production and high quality at the factory. It is.

しかし、従来の学校建築物は、複数の教室が一方向(例えば前後方向とする)に繰り返し設置され、これに直交する方向(例えば左右方向とする)には教室が一つしか配置されないような、平面的にみて一方向に細長い長方形状となるものが多かった。この場合、校舎を3階建以上にしようとすると、教室同士を仕切る左右方向の耐力壁は多数設置できるが、前後方向に平行な耐力壁の数が耐震設計上不足するという問題があった。   However, in a conventional school building, a plurality of classrooms are repeatedly installed in one direction (for example, the front-rear direction), and only one classroom is arranged in a direction perpendicular to the classroom (for example, the left-right direction). Many of them have a rectangular shape that is elongated in one direction when viewed in plan. In this case, when the school building is made up of three floors or more, a large number of load bearing walls in the left-right direction partitioning the classrooms can be installed, but there is a problem that the number of load bearing walls parallel to the front-rear direction is insufficient in the earthquake-resistant design.

本発明は、かかる問題を解決するために成されたものであり、枠組壁工法で教室の大スパン化と耐震性能の向上とを両立することが可能な3階建て以上の木造の学校建築物を提供することを課題とする。   The present invention has been made to solve such a problem, and is a three-story or more wooden school building that can achieve both a large span of a classroom and an improvement in seismic performance by a frame wall construction method. It is an issue to provide.

本発明は、枠組壁工法で構築されたn階建て(n≧3)の木造の学校建築物であって、互いに離間して平行に立設された少なくとも一対の外壁と、前記一対の外壁の間に架設され、上階と下階とを仕切る複数の床スラブと、前記一対の外壁に対して屋外側に離間した位置で前記一対の外壁と平行にn−1階の高さまで立設された一対の補強壁と、前記床スラブと前記補強壁とを連結する連結部材と、を備えることを特徴とする。   The present invention is an n-storey (n ≧ 3) wooden school building constructed by a frame wall construction method, and includes at least a pair of outer walls standing in parallel and spaced apart from each other, and the pair of outer walls. A plurality of floor slabs that are installed between the upper floor and the lower floor, and are erected up to the height of the (n-1) th floor in parallel with the pair of outer walls at positions spaced outward from the pair of outer walls. A pair of reinforcing walls, and a connecting member that connects the floor slab and the reinforcing wall.

このような構造によれば、n階建て(n≧3)の木造の学校建築物において、一対の補強壁が、一対の外壁に対して屋外側に離間した位置で前記一対の外壁と平行にn−1階の高さまで立設されており、さらに、この一対の補強壁が、連結部材によって床スラブと連結されているので、一対の外壁と一対の補強壁と床スラブとが大きな門型フレームのように機能し、学校建築物の耐震性能を向上することができる。また、一対の補強壁をn−1階の高さまで立設し、上階の荷重を支持しないn階部分には補強壁を構築しないことで、構造の簡素化、施工の容易化を図ることができる。また、学校建築物が、木造枠組壁工法で構築されているので、柱や梁を用いることがなく、教室の大スパン化を実現することができる。   According to such a structure, in an n-story (n ≧ 3) wooden school building, the pair of reinforcing walls are parallel to the pair of outer walls at positions spaced outward from the pair of outer walls. Since the pair of reinforcing walls are connected to the floor slab by the connecting member, the pair of outer walls, the pair of reinforcing walls, and the floor slab are large gates. It functions like a frame and can improve the earthquake resistance of school buildings. In addition, a pair of reinforcing walls are erected up to the height of the (n-1) th floor, and the reinforcing walls are not constructed in the nth floor portion that does not support the load on the upper floor, thereby simplifying the structure and facilitating the construction. Can do. Moreover, since the school building is constructed by the wooden frame wall construction method, it is possible to realize a large span of the classroom without using columns and beams.

また、前記学校建築物は、平面視で長方形状に形成されており、前記一対の外壁及び前記一対の補強壁は、前記長方形の長辺と平行に設けられているのが好ましい。   The school building is preferably formed in a rectangular shape in plan view, and the pair of outer walls and the pair of reinforcing walls are preferably provided in parallel with the long sides of the rectangle.

平面視で長方形状に形成される学校建築物は、長手方向に直交する壁の数に比較して、長手方向と平行な壁の数が少なくなり易いが、このような構造によれば、一対の補強壁が、長方形の長辺と平行に設けられているので、長手方向と平行な壁の数を多くして学校建築物の耐震性能を向上することができる。   School buildings formed in a rectangular shape in plan view tend to have fewer walls parallel to the longitudinal direction than the number of walls perpendicular to the longitudinal direction. Since the reinforcing wall is provided in parallel with the long side of the rectangle, the number of walls parallel to the longitudinal direction can be increased to improve the earthquake resistance of the school building.

また、前記一対の外壁は、窓部を備え、前記一対の補強壁は、前記窓部に対応する位置に開口部を備えるのが好ましい。   Further, it is preferable that the pair of outer walls include a window portion, and the pair of reinforcing walls include an opening portion at a position corresponding to the window portion.

このような構造によれば、一対の補強壁は、外壁に設けられた窓部に対応する位置に開口部を備えるので、開口部及び窓部を通して学校建築物の内部に光を取り込むことができる。   According to such a structure, the pair of reinforcing walls include the opening at a position corresponding to the window provided on the outer wall, so that light can be taken into the school building through the opening and the window. .

また、学校建築物は、一方の外壁に沿って配置された複数の教室と、他方の外壁に沿って設けられた廊下と、前記教室と前記廊下との間に前記一対の外壁と平行に設けられた一対の内壁と、をさらに備え、前記一対の内壁の間に、前記複数の床スラブを貫通し、屋根上空間から取り入れた日光を前記各教室に導く複数の筒状の吹抜け部と、前記各教室と前記廊下を結ぶ通路を兼ねる複数の小部屋と、が設けられた構成とするのが好ましい。   The school building is provided in parallel with the plurality of classrooms arranged along one outer wall, the hallway provided along the other outer wall, and the pair of outer walls between the classroom and the hallway. A pair of inner walls, and a plurality of cylindrical atriums that pass through the plurality of floor slabs between the pair of inner walls and guide sunlight from the roof space to the classrooms, It is preferable that a plurality of small rooms serving as passages connecting the classrooms and the hallway are provided.

通常の学校建築物では一枚の壁で教室と廊下を仕切っているが、このような構成によれば、一対の内壁が、教室と廊下の間に一対の外壁と平行に設けられているので、学校建築物の耐震性能をさらに高めることができる。また、複数の筒状の吹抜け部が、床スラブを貫通して1階から屋根まで立設されて断面の大きな柱(コア壁)のように機能するので、学校建築物の耐震性能をさらに高めることができる。また、吹抜け部を通して教室に廊下側から光を導入することができるので、教室の照度差を少なくすることができる。   In a normal school building, the classroom and the hallway are separated by a single wall, but according to such a configuration, the pair of inner walls are provided in parallel with the pair of outer walls between the classroom and the hallway. The seismic performance of school buildings can be further enhanced. In addition, since a plurality of cylindrical atriums are erected from the first floor to the roof through the floor slab and function like a pillar with a large cross section (core wall), the earthquake resistance of school buildings is further enhanced be able to. Moreover, since light can be introduced into the classroom from the corridor side through the atrium, the illuminance difference in the classroom can be reduced.

本発明によれば、枠組壁工法で教室の大スパン化と耐震性能の向上とを両立することが可能な3階建て以上の木造の学校建築物を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the wooden school building of 3 stories or more which can make a large span of a classroom and the improvement of seismic performance compatible with a frame wall construction method can be provided.

校舎の左側面図である。It is a left view of a school building. 図1のII−II線矢視における水平断面図である。It is a horizontal sectional view in the II-II line arrow of FIG. 図2のIII−III線矢視における垂直断面図である。FIG. 3 is a vertical sectional view taken along line III-III in FIG. 2. 図2のIV−IV線矢視における垂直断面図である。FIG. 4 is a vertical sectional view taken along line IV-IV in FIG. 2. 図2のIV−IV線矢視において教室周辺を拡大して示した垂直断面図である。It is the vertical sectional view which expanded and showed the classroom periphery in the IV-IV line arrow of FIG.

本発明の実施形態に係る学校建築物について図面を参照して詳細に説明する。説明において、同一の要素には同一の符号を付し、重複する説明は省略する。また、方向については、図面に記載した前後左右上下に基づいて説明する。   The school building which concerns on embodiment of this invention is demonstrated in detail with reference to drawings. In the description, the same elements are denoted by the same reference numerals, and redundant description is omitted. Further, the direction will be described based on the front, rear, left, right, top and bottom described in the drawings.

図1、図2に示すように、本実施形態に係る校舎1は、枠組壁工法(ツーバイフォー工法)で構築された木造3階建ての学校建築物である。校舎1は、前後方向に沿って互いに平行に立設された一対の外壁10と、この一対の外壁10の間に架設された複数の床スラブ8(図3参照)と、一対の外壁10のさらに屋外側に立設された一対の補強壁11と、複数の床スラブ8と補強壁11とを連結する複数の連結部材9と、を備えている。また、校舎1は、校舎1の左側に設けられた複数の教室2と、校舎1の右側に設けられた通路となる廊下3と、教室2と廊下3の間に設けられた緩衝空間4と、を有している。また、緩衝空間4は、校舎1の屋根上空間から取り入れた日光を教室2に導く吹抜け部5と、教室2と廊下3を結ぶ通路を兼ねる小部屋6,6と、を有している。   As shown in FIGS. 1 and 2, the school building 1 according to the present embodiment is a wooden three-story school building constructed by a frame wall method (two-by-four method). The school building 1 includes a pair of outer walls 10 erected parallel to each other in the front-rear direction, a plurality of floor slabs 8 (see FIG. 3) installed between the pair of outer walls 10, and a pair of outer walls 10. Further, a pair of reinforcing walls 11 erected on the outdoor side, and a plurality of connecting members 9 that connect the plurality of floor slabs 8 and the reinforcing walls 11 are provided. The school building 1 includes a plurality of classrooms 2 provided on the left side of the school building 1, a hallway 3 serving as a passage provided on the right side of the school building 1, and a buffer space 4 provided between the classroom 2 and the hallway 3 ,have. Further, the buffer space 4 has an atrium 5 that guides sunlight taken from the space above the roof of the school building 1 to the classroom 2 and small rooms 6 and 6 that also serve as a passage connecting the classroom 2 and the hallway 3.

図2、図3に示すように、教室2は、四方を壁に囲まれて平面視で四角形状に形成された空間であり、基本的に柱や梁のない木造の枠組壁工法で構築されている。教室2の前壁21は、黒板21aと収納部21bと、を備えている。また、教室2の後壁22は、収納部22aを備えている。教室2の右壁23は、前側と後側に小部屋6,6への出入口61,61を備えている。教室2の左壁24は、廊下3と反対側の屋外に面して設置されており、校舎1の一方の外壁10を構成している。左壁24は、窓部24aと、庇部7と、光透過部24bと、を備えている。前壁21、後壁22、右壁23及び左壁24は、通常の木造耐力壁の3倍以上の強度性能を有する高強度耐力壁を適所に備えている。なお、右壁23は、特許請求の範囲における「内壁」に相当する。   As shown in FIG. 2 and FIG. 3, the classroom 2 is a space that is surrounded by walls on all sides and formed in a quadrangular shape in plan view, and is basically constructed by a wooden frame wall method without pillars or beams. ing. The front wall 21 of the classroom 2 includes a blackboard 21a and a storage portion 21b. Further, the rear wall 22 of the classroom 2 includes a storage portion 22a. The right wall 23 of the classroom 2 includes entrances 61 and 61 to the small rooms 6 and 6 on the front side and the rear side. The left wall 24 of the classroom 2 is installed facing the outdoor side opposite to the corridor 3 and constitutes one outer wall 10 of the school building 1. The left wall 24 includes a window portion 24a, a flange portion 7, and a light transmission portion 24b. The front wall 21, the rear wall 22, the right wall 23, and the left wall 24 are provided with high-strength load-bearing walls having strength performance that is three times or more that of a normal wooden load-bearing wall in place. The right wall 23 corresponds to an “inner wall” in the claims.

図2、図3に示すように、廊下3は、校舎1の利用者が通行する通路である。本実施形態では、廊下3は、教室2と略同等の幅寸法に形成されており、3つの教室2毎(例えば学年毎)に隔壁31で部分的に区切られている。この隔壁31の間の部分がオープンスペース32になっており、多目的に利用される。また、廊下3の左壁33は、小部屋6,6への出入口62,62を備えている。廊下3の右壁34は、教室2と反対側の屋外に面して設置されており、校舎1の他方の外壁10を構成している。右壁34は、窓部34aを備えている。なお、廊下3の左壁33は、特許請求の範囲における「内壁」に相当する。   As shown in FIGS. 2 and 3, the hallway 3 is a passage through which a user of the school building 1 passes. In the present embodiment, the hallway 3 is formed with a width dimension substantially the same as that of the classroom 2, and is partially divided by the partition wall 31 for every three classrooms 2 (for example, every grade). A portion between the partition walls 31 is an open space 32, which is used for multiple purposes. The left wall 33 of the hallway 3 includes entrances 62 and 62 to the small rooms 6 and 6. The right wall 34 of the hallway 3 is installed facing the outdoor side opposite to the classroom 2 and constitutes the other outer wall 10 of the school building 1. The right wall 34 includes a window portion 34a. The left wall 33 of the hallway 3 corresponds to an “inner wall” in the claims.

図3に示すように、床スラブ8は、枠組壁工法の水平構面を構成する部材であり、複数の木製のトラス梁81と、トラス梁81の下側に張り付けられた天井材82と、トラス梁81の上側に張り付けられた床板83と、を備えている。複数のトラス梁81は、前後方向に互いに間隔を隔てて配置され、左右の一対の外壁10,10の間に架設されている。図4に示すように、床スラブ8のうち、後記する吹抜け部5に対応する部分には、上下に貫通する貫通部8aが形成されている。   As shown in FIG. 3, the floor slab 8 is a member that constitutes the horizontal surface of the frame wall construction method, and includes a plurality of wooden truss beams 81 and a ceiling member 82 attached to the lower side of the truss beams 81, And a floor plate 83 attached to the upper side of the truss beam 81. The plurality of truss beams 81 are arranged at intervals in the front-rear direction, and are spanned between the pair of left and right outer walls 10. As shown in FIG. 4, a penetration portion 8 a penetrating vertically is formed in a portion of the floor slab 8 corresponding to the blow-through portion 5 described later.

図1、図2、図3に示すように、一対の補強壁11は、校舎1の長手方向である前後方向に沿って一対の外壁10に平行に立設された補強用の壁体である。補強壁11は、多数の木造の高強度耐力壁を組み合わせて構築されている。補強壁11は、一対の外壁10の屋外側に所定の間隔を隔てて設置されている。外壁10と補強壁11との間隔は、特に限定されるものではないが、0.5m〜1.0m程度にするのが好ましい。補強壁11は、教室2の左壁24の窓部24aと光透過部24bとに対応する位置に、開口部11a,11bを有している。2階の開口部11aは、1階の開口部11bよりも広く形成されている。廊下3側の補強壁11も同様の構造である。   As shown in FIG. 1, FIG. 2, and FIG. 3, the pair of reinforcing walls 11 are reinforcing wall bodies erected in parallel with the pair of outer walls 10 along the front-rear direction that is the longitudinal direction of the school building 1. . The reinforcing wall 11 is constructed by combining a number of wooden high strength bearing walls. The reinforcing walls 11 are installed on the outdoor side of the pair of outer walls 10 at a predetermined interval. Although the space | interval of the outer wall 10 and the reinforcement wall 11 is not specifically limited, It is preferable to set it as about 0.5m-1.0m. The reinforcing wall 11 has openings 11a and 11b at positions corresponding to the window portion 24a and the light transmitting portion 24b of the left wall 24 of the classroom 2. The opening 11a on the second floor is formed wider than the opening 11b on the first floor. The reinforcing wall 11 on the corridor 3 side has a similar structure.

連結部材9は、床スラブ8と補強壁11とを連結する短い梁状の構造物である。連結部材9は、床スラブ8の側方であって、教室2同士の間や、窓24a,24a同士の間に複数設置されている。本実施形態の連結部材9は、例えば、床スラブ8の隣り合う2つのトラス梁81を補強壁11まで延長し、その周囲を外装材で被覆して形成されている。なお、連結部材9の構造は、このような構造に限定されるものではなく、床スラブ8と補強壁11とを剛に連結できる構造であれば、どのような構造であってもよい。   The connecting member 9 is a short beam-like structure that connects the floor slab 8 and the reinforcing wall 11. A plurality of connecting members 9 are provided on the side of the floor slab 8 and between the classrooms 2 and between the windows 24a and 24a. The connecting member 9 of the present embodiment is formed, for example, by extending two adjacent truss beams 81 of the floor slab 8 to the reinforcing wall 11 and covering the periphery thereof with an exterior material. The structure of the connecting member 9 is not limited to such a structure, and any structure may be used as long as the floor slab 8 and the reinforcing wall 11 can be rigidly connected.

図4に示すように、吹抜け部5は、教室2と廊下3の間に設けられた平面視で四角形状の空間(図2参照)であり、校舎1の屋根から1階までを連通している。換言すれば、吹抜け部5は、複数の床スラブを貫通して1階から屋根まで立設された筒状体で構成されている。吹抜け部5の上端の屋根上には、光を取り入れるための天窓51が設置されている。吹抜け部5の周囲の壁は、光を反射し易い色や材質で仕上げられている。また、吹抜け部5の周囲の壁には、光の通り道となる開口部52がそれぞれ形成されている。このうち、教室2側の開口部52を通って、日光が教室2に差し込むことになる。これにより、教室2の廊下3側の照度が向上する。なお、開口部52には、水平軸回りに回動して開閉する回動窓が取り付けられている。   As shown in FIG. 4, the atrium 5 is a rectangular space (see FIG. 2) provided between the classroom 2 and the corridor 3, and communicates from the roof of the school building 1 to the first floor. Yes. In other words, the blow-through portion 5 is configured by a cylindrical body that extends from the first floor to the roof through a plurality of floor slabs. On the roof at the upper end of the atrium 5, a skylight 51 for taking in light is installed. The wall around the blow-off portion 5 is finished with a color or material that easily reflects light. Moreover, the opening part 52 used as the passage of light is formed in the wall around the blow-off part 5, respectively. Among these, the sunlight is inserted into the classroom 2 through the opening 52 on the classroom 2 side. Thereby, the illumination intensity by the side of the corridor 3 of the classroom 2 improves. The opening 52 is provided with a turning window that opens and closes around a horizontal axis.

図5に示すように、校舎1の床スラブ8は、隣り合うトラス梁81同士の間に空間81aを有している。教室2の上部の空間81aは、吹抜け部5に連通しており、吹抜け部5から入射した日光を教室2に導く光ダクトとして機能する。天井材82の上面及び床板83の下面は、光を反射し易い色や材質で仕上げられている。天井材82は、教室2の天井面を構成しており、左右方向の中央部付近に開口部82aを備えている。これにより、教室2の左右方向の中央部付近の照度が向上する。   As shown in FIG. 5, the floor slab 8 of the school building 1 has a space 81 a between adjacent truss beams 81. An upper space 81 a of the classroom 2 communicates with the atrium 5 and functions as an optical duct that guides sunlight incident from the atrium 5 to the classroom 2. The upper surface of the ceiling material 82 and the lower surface of the floor board 83 are finished with a color or material that easily reflects light. The ceiling material 82 constitutes the ceiling surface of the classroom 2 and includes an opening 82a in the vicinity of the center in the left-right direction. Thereby, the illumination intensity of the center part vicinity of the left-right direction of the classroom 2 improves.

庇部7は、屋外に面する左壁24の窓部24aと光透過部24bの間に設けられている。庇部7は、屋外側に延出する屋外部7aと、屋内側に延出する屋内部7bと、を備えている。屋外部7aの上面で反射した日光は、光透過部24bを通って教室2の天井面を照らす。また、光透過部24bを通った後に屋内部7bの上面で反射した日光も、教室2の天井面を照らす。これにより、庇部7によって日光が教室2の床面に直接照射することが防止されると共に、庇部7の上面で反射した光によって天井面が照らされて、間接照明のような和らいだ光となる。なお、光透過部24bには、水平軸回りに回動して開閉する回動窓が取り付けられている。   The eaves part 7 is provided between the window part 24a and the light transmission part 24b of the left wall 24 facing the outdoors. The collar part 7 is provided with the outdoor part 7a extended to the outdoor side, and the indoor part 7b extended to the indoor side. The sunlight reflected by the upper surface of the outdoor part 7a illuminates the ceiling surface of the classroom 2 through the light transmission part 24b. Moreover, the sunlight reflected by the upper surface of the indoor part 7b after passing through the light transmission part 24b also illuminates the ceiling surface of the classroom 2. As a result, it is possible to prevent sunlight from directly irradiating the floor surface of the classroom 2 by the buttocks 7, and the ceiling surface is illuminated by the light reflected from the upper surface of the buttocks 7, so that light such as indirect lighting is softened. It becomes. In addition, the light transmission part 24b is provided with a rotating window that rotates around a horizontal axis to open and close.

図2、図3に示すように、吹抜け部5の前後両側には、小部屋6,6が設けられている。小部屋6,6は、教室2と廊下3とを連結する通路を兼ねる木造の小空間である。小部屋6,6は、教室2に連通する出入口61と、廊下3に連通する出入口62とを有している。   As shown in FIGS. 2 and 3, small chambers 6 and 6 are provided on both front and rear sides of the blow-off portion 5. The small rooms 6 and 6 are small wooden spaces that also serve as a passage connecting the classroom 2 and the hallway 3. Each of the small rooms 6 and 6 has an entrance / exit 61 communicating with the classroom 2 and an entrance / exit 62 communicating with the hallway 3.

本実施形態に係る校舎1は、基本的に以上のように構成されるものであり、次に、校舎1の作用効果について説明する。   The school building 1 according to the present embodiment is basically configured as described above. Next, the operational effects of the school building 1 will be described.

本実施形態によれば、3階建ての木造の校舎1において、一対の補強壁11が、一対の外壁10に対して屋外側に離間した位置で一対の外壁10と平行に2階の高さまで立設されており、さらに、この一対の補強壁11が、連結部材9によって床スラブ8と連結されているので、一対の外壁10と一対の補強壁11と床スラブ8とが大きな門型フレームのように機能し、学校建築物の耐震性能を向上することができる。また、一対の補強壁11を2階の高さまで立設し、上階の荷重を支持しない3階部分には補強壁11を構築しないことで、構造の簡素化、施工の容易化を図ることができる。また、校舎1が、木造枠組壁工法で構築されているので、柱や梁を用いることがなく、教室2の大スパン化を実現することができる。   According to the present embodiment, in the three-story wooden school building 1, the pair of reinforcing walls 11 are parallel to the pair of outer walls 10 at a position spaced apart from the pair of outer walls 10 to the height of the second floor. Further, since the pair of reinforcing walls 11 are connected to the floor slab 8 by the connecting member 9, the pair of outer walls 10, the pair of reinforcing walls 11, and the floor slab 8 are large portal frames. It is possible to improve the seismic performance of school buildings. In addition, a pair of reinforcing walls 11 are erected up to the height of the second floor, and the reinforcing walls 11 are not constructed on the third floor portion that does not support the load on the upper floor, thereby simplifying the structure and facilitating the construction. Can do. Moreover, since the school building 1 is constructed by a wooden frame wall construction method, a large span of the classroom 2 can be realized without using columns and beams.

また、本実施形態に係る校舎1は、平面視で長方形状に形成されているところ、一対の補強壁11が、長方形の長辺と平行に設けられているので、長手方向と平行な壁の数を多くして校舎1の耐震性能を向上することができる。   Moreover, since the school building 1 according to the present embodiment is formed in a rectangular shape in plan view, the pair of reinforcing walls 11 are provided in parallel with the long sides of the rectangle. The earthquake resistance performance of the school building 1 can be improved by increasing the number.

また、本実施形態に係る校舎1によれば、一対の補強壁11は、外壁10に設けられた窓部24a及び光透過部24bに対応する位置に開口部11a,11bを備えるので、開口部11a,11b及び窓部24a及び光透過部24bを通して校舎1の内部に光を取り込むことができる。   Moreover, according to the school building 1 which concerns on this embodiment, since a pair of reinforcement wall 11 is provided with opening part 11a, 11b in the position corresponding to the window part 24a provided in the outer wall 10, and the light transmissive part 24b, it is an opening part. Light can be taken into the school building 1 through 11a, 11b, the window 24a, and the light transmitting portion 24b.

また、通常の学校建築物では一枚の壁で教室と廊下を仕切っているが、本実施形態に係る校舎1によれば、一対の内壁(教室2の右壁23及び廊下3の左壁33)が、教室2と廊下3の間に一対の外壁10と平行に設けられているので、校舎1の耐震性能をさらに高めることができる。また、複数の筒状の吹抜け部5が、床スラブ8を貫通して1階から屋根まで立設されて断面の大きな柱(コア壁)のように機能するので、校舎1の耐震性能をさらに高めることができる。また、吹抜け部5を通して教室2に廊下3側から光を導入することができるので、教室2の照度差を少なくすることができる。   Further, in a normal school building, the classroom and the hallway are separated by a single wall, but according to the school building 1 according to the present embodiment, a pair of inner walls (the right wall 23 of the classroom 2 and the left wall 33 of the hallway 3). ) Is provided between the classroom 2 and the corridor 3 in parallel with the pair of outer walls 10, the seismic performance of the school building 1 can be further enhanced. In addition, since the plurality of cylindrical atriums 5 are erected from the first floor to the roof through the floor slab 8 and function like large pillars (core walls), the earthquake-proof performance of the school building 1 is further increased. Can be increased. Moreover, since light can be introduced into the classroom 2 from the corridor 3 side through the atrium 5, the illuminance difference in the classroom 2 can be reduced.

また校舎1は、同一寸法の教室2、廊下3及び緩衝空間4が、水平方向及び鉛直方向に複数配列されているので、部品の種類を低減して、製造コストや材料コストを抑制することができる。また、教室2、廊下3及び緩衝空間4を構成する部品を規格標準化及びユニット化して工場で量産することで、高品質化、工程検査の省力化、工期短縮等が容易になる。   Moreover, since the school building 1 has a plurality of classrooms 2, corridors 3 and buffer spaces 4 of the same size arranged in the horizontal direction and the vertical direction, it is possible to reduce the types of parts and suppress the manufacturing cost and the material cost. it can. In addition, standardization and unitization of parts constituting the classroom 2, the corridor 3 and the buffer space 4 and mass production at the factory facilitates high quality, labor saving in process inspection, shortening the construction period, and the like.

また、校舎1は、枠組壁工法(ツーバイフォー工法)で構築されているので、柱や梁を省略することができると共に、水平構面の主要部材が木製のトラス梁81で構成されているので、教室2のような大スパンの空間を実現することができる。   In addition, since the school building 1 is constructed by the frame wall construction method (two-by-four construction method), the columns and beams can be omitted, and the main member of the horizontal construction is composed of wooden truss beams 81. A large-span space like classroom 2 can be realized.

以上、本実施形態に係る校舎1について図面を参照して詳細に説明したが、本発明は本実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲で適宜変更可能である。   The school building 1 according to the present embodiment has been described in detail with reference to the drawings. However, the present invention is not limited to the present embodiment, and can be appropriately changed without departing from the gist of the present invention.

例えば、本実施形態に係る校舎1は、3階建てであるが、本発明はこれに限定されるものではなく、4階建て以上であってもよい。   For example, although the school building 1 according to this embodiment has a three-story structure, the present invention is not limited to this and may have a four-story structure or more.

1 校舎
2 教室
3 廊下
4 緩衝空間
5 吹抜け部
6 小部屋
7 庇部
8 床スラブ
9 連結部材
10 外壁
11 補強壁
DESCRIPTION OF SYMBOLS 1 School building 2 Classroom 3 Corridor 4 Buffer space 5 Atrium part 6 Small room 7 Abutment part 8 Floor slab 9 Connecting member 10 Outer wall 11 Reinforcement wall

Claims (4)

枠組壁工法で構築されたn階建て(n≧3)の木造の学校建築物であって、
互いに離間して平行に立設された少なくとも一対の外壁と、
前記一対の外壁の間に架設され、上階と下階とを仕切る複数の床スラブと、
前記一対の外壁に対して屋外側に離間した位置で前記一対の外壁と平行にn−1階の高さまで立設された一対の補強壁と、
前記床スラブと前記補強壁とを連結する連結部材と、
を備えることを特徴とする学校建築物。
It is an n-story (n ≧ 3) wooden school building constructed with a frame wall construction method,
At least a pair of outer walls standing in parallel and spaced apart from each other;
A plurality of floor slabs constructed between the pair of outer walls and partitioning the upper floor and the lower floor;
A pair of reinforcing walls erected up to a height of n-1 floor in parallel with the pair of outer walls at a position spaced apart from the pair of outer walls on the outdoor side;
A connecting member for connecting the floor slab and the reinforcing wall;
A school building characterized by comprising.
平面視で長方形状に形成された請求項1に記載の学校建築物であって、
前記一対の外壁及び前記一対の補強壁は、前記長方形の長辺と平行に設けられている
ことを特徴とする学校建築物。
The school building according to claim 1, which is formed in a rectangular shape in plan view,
The pair of outer walls and the pair of reinforcing walls are provided in parallel with the long sides of the rectangle.
前記一対の外壁は、窓部を備え、
前記一対の補強壁は、前記窓部に対応する位置に開口部を備えることを特徴とする請求項1又は請求項2に記載の学校建築物。
The pair of outer walls includes a window portion,
The school building according to claim 1, wherein the pair of reinforcing walls includes an opening at a position corresponding to the window.
一方の外壁に沿って配置された複数の教室と、他方の外壁に沿って設けられた廊下と、前記教室と前記廊下との間に前記一対の外壁と平行に設けられた一対の内壁と、をさらに備え、
前記一対の内壁の間に、前記複数の床スラブを貫通し、屋根上空間から取り入れた日光を前記各教室に導く複数の筒状の吹抜け部と、前記各教室と前記廊下を結ぶ通路を兼ねる複数の小部屋と、が設けられたことを特徴とする請求項1から請求項3のいずれか1項に記載の学校建築物。
A plurality of classrooms arranged along one outer wall, a corridor provided along the other outer wall, and a pair of inner walls provided parallel to the pair of outer walls between the classroom and the corridor; Further comprising
Between the pair of inner walls, it penetrates the plurality of floor slabs, and also serves as a passage connecting the classrooms and the corridors with a plurality of cylindrical atriums that guide sunlight taken from the space above the roof to the classrooms. The school building according to any one of claims 1 to 3, wherein a plurality of small rooms are provided.
JP2012066496A 2012-03-23 2012-03-23 School building Active JP5775841B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754640A (en) * 1980-09-17 1982-04-01 Kajima Corp Building structure
JP2002098401A (en) * 2000-09-21 2002-04-05 Shimizu Corp Building
JP2008291520A (en) * 2007-05-24 2008-12-04 Takenaka Komuten Co Ltd Educational facility

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5754640A (en) * 1980-09-17 1982-04-01 Kajima Corp Building structure
JP2002098401A (en) * 2000-09-21 2002-04-05 Shimizu Corp Building
JP2008291520A (en) * 2007-05-24 2008-12-04 Takenaka Komuten Co Ltd Educational facility

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