JP3069499U - Wooden frame reinforced house - Google Patents

Wooden frame reinforced house

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Publication number
JP3069499U
JP3069499U JP1999010090U JP1009099U JP3069499U JP 3069499 U JP3069499 U JP 3069499U JP 1999010090 U JP1999010090 U JP 1999010090U JP 1009099 U JP1009099 U JP 1009099U JP 3069499 U JP3069499 U JP 3069499U
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Japan
Prior art keywords
pillar
house
wooden
building
column
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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.)
Expired - Lifetime
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JP1999010090U
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Japanese (ja)
Inventor
鉄男 茂木
昭司 小山
Original Assignee
株式会社茂木建設
株式会社アップ・クライム社
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  • Load-Bearing And Curtain Walls (AREA)
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Abstract

(57)【要約】 【課題】 住宅の壁の角部等に立体的に化粧壁を施す技
術とその裏側の空隙の利用を図りながら、主構造材を補
強して強化された木造軸組強化住宅を提供する。 【解決手段】 木造建築物を構成する壁の中心を結ぶ仮
想芯線A上に通し柱1又は管柱2を配置し、建築物芯線
Aの線外に通し柱11を配置し、前記通し柱1又は管柱
2と通し柱11をボルト3で一体化して、複合した木柱
で主構造材を強化した木造軸組強化住宅を提案する。通
し柱1又は管柱2と建築物芯線Aの線外に位置する通し
柱11を接合するにあたっては、前記通し柱1と通し柱
11を胴差受補強材12とともにボルト3で連結一体化
している。壁の屈折部では屈折点に立設した通し柱1の
側面に通し柱11を仮想線Aの線外に2本立設して3本
を一体化した形態の強化住宅を提案する。木造2階建、
3階建ではたいへん有効であり、安全な住宅を供給でき
る。
(57) [Summary] [Problem] To strengthen a wooden frame reinforced by reinforcing the main structural material while using the technology of applying a three-dimensional decorative wall to the corners of the house wall and using the gap on the back side Provide housing. SOLUTION: A through pillar 1 or a tubular pillar 2 is arranged on an imaginary core wire A connecting the centers of walls constituting a wooden building, and a through pillar 11 is arranged outside the core wire A of the building. The present invention proposes a wooden frame reinforced house in which the main structural member is reinforced with a composite wooden pillar by integrating the through pillar 11 with the bolt 2. In joining the through pillar 1 or the tubular pillar 2 with the through pillar 11 located outside the core wire A of the building, the through pillar 1 and the through pillar 11 are connected and integrated with the trunk receiving reinforcing material 12 by the bolt 3. In the bending portion of the wall, a strengthened house is proposed in which two through pillars 11 are erected outside the imaginary line A on the side of the through pillar 1 erected at the inflection point and three are integrated. Wooden 2 stories,
A three-story building is very effective and can provide a safe home.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、木造軸組強化住宅に関するものである。 The present invention relates to a wooden frame reinforced house.

【0002】[0002]

【従来の技術】[Prior art]

従来の木造軸組住宅の構造の補強手段として、主構造材に補強材を張り合せる ことが通常行われている。 又、一方住宅の外見上の強さと美観の表現のために、住宅の壁の角部等に立体 的に化粧壁を張り合せることがあり、その化粧壁の裏側は空隙がある。 As a means of reinforcing the structure of conventional wooden framed houses, it is common practice to attach a reinforcing material to the main structural material. On the other hand, in order to express the external strength and aesthetic appearance of a house, a decorative wall is sometimes three-dimensionally attached to a corner of a wall of the house, and the back side of the decorative wall has a void.

【0003】 主構造材に補強材を張り合わせて補強する技術は、一般的には公知である。 主構造材に補強材を張り合わせて補強する技術や態様は、主構造材の建築物にお ける位置や個所に応じて変化するが、主構造材の位置を変えたり主構造材を複数 にするものは出願人は知見していない。[0003] Techniques for reinforcing a main structural member with a reinforcing material are generally known. The technology and mode of reinforcing the main structural material with a reinforcing material varies depending on the position and location of the main structural material in the building, but the position of the main structural material is changed or multiple main structural materials are used. Those are unknown to the applicant.

【0004】 さて木造軸組では特に柱と梁、桁、胴差、土台を結合する仕口加工、特に通し 柱への仕口加工は構造上の強度に影響する。 そのためその加工の正確さや現場での加工速度などの現場的技量が木造建築では 重要であり、施工品質が問われるものであった。 通し柱への仕口加工はできれば最小の加工で最大の強度が望まれるが、軸組の 結合部を仕口なしでは一体化できないので接合には不可欠ではあるが、現場にお ける施工は時間量も加工量も少ないほうが好ましい。[0004] In the case of a wooden frame, joint processing for connecting columns and beams, girders, body gaps, and bases, particularly, joint processing for through columns, affects structural strength. For this reason, on-site skills such as processing accuracy and on-site processing speed are important in wooden construction, and construction quality has been questioned. If possible, the maximum strength is desired with minimum processing, but it is indispensable for joining because the joint part of the frame cannot be integrated without the joint, but construction on site is time consuming. It is preferable that the amount of processing is small.

【0005】 さらに又、近時の木造住宅の外観の好みにおいて、外見上の強さと美観の表現 のために、住宅の壁の角部等に立体的に化粧壁を設けるものがあるが、その化粧 壁の裏側は空隙であり、その空隙を良い方向へと利用できないかという課題があ った。[0005] Furthermore, in the recent preference of the appearance of a wooden house, there is a type in which a decorative wall is three-dimensionally provided at a corner or the like of a wall of the house in order to express the strength and aesthetic appearance. There was a gap behind the decorative wall, and there was a problem whether the gap could be used in a good direction.

【0006】[0006]

【考案が解決しようとする課題】[Problems to be solved by the invention]

本考案は、住宅の壁の角部等に立体的に化粧壁を施す技術とその裏側の空隙の 利用を図りながら、主構造材の補強によってその強度を増大させ、家屋全体の強 度を向上することを目的として案出されたものである。 The present invention increases the strength by reinforcing the main structural materials and improves the strength of the whole house, while utilizing the technology of applying a three-dimensional decorative wall to the corners of the walls of the house and using the gap on the back side. It was devised for the purpose of doing.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

従来は、木造建築物を構成する壁の中心を結ぶ仮想芯線A上に通し柱を一本立 設してその周辺の主構造材とするが、本考案では従来の通し柱の配置(壁の中心 を結ぶ仮想芯線A上)にさらに通し柱を加え、或は従来の通し柱の位置に管柱を 立設してその外側に通し柱を設ける構成で強化し、この発想をもとに、木造構造 物の適宜個所によっては、前記化粧壁の裏側空隙を利用して前記仮想芯線Aの外 側に通し柱を配置することで、通し柱の仕口加工による部分的強度劣化を減少さ せてかつ管柱で補強することで、より強度の要請に応じ得る木造軸組強化住宅を 提供するものである。 この強度を確保することにより木造軸組三階建て住宅の構造的強化にはより有 効である。 Conventionally, one through pillar is erected on a virtual core line A connecting the centers of the walls that make up a wooden building and used as the main structural material around it. In the present invention, the conventional arrangement of through pillars (connecting the center of the wall) is used. On the virtual core line A), a through pillar is further added, or a pipe pillar is erected at the position of the conventional through pillar and the through pillar is provided outside the pipe pillar. In some cases, a through pillar is arranged outside the virtual core wire A by utilizing a back side gap of the decorative wall to reduce a partial strength deterioration due to a connection process of the through pillar and to reinforce with a tubular pillar. The purpose of this is to provide a wooden frame reinforced house that can meet the demand for higher strength. Ensuring this strength is more effective for strengthening the structure of a three-story wooden framed house.

【0008】 前記の課題解決のために、本考案は木造建築物を構成する壁の中心を結ぶ仮想 芯線A上に通し柱又は管柱を配置し、かつ建築物芯線Aの線外に別の通し柱を配 置し、前記通し柱1又は管柱2と別な通し柱を貫通ボルトで連結一体化してなる 木造軸組強化住宅を提案するものである。 この構成は、直線状の仮想芯線に限らず屈折や交差した仮想芯線Aでも適用さ れる。[0008] In order to solve the above-mentioned problem, the present invention arranges a through pillar or a tubular pillar on a virtual core line A connecting the centers of walls constituting a wooden building, and another through pillar outside the line of the building core line A. The present invention proposes a wooden frame reinforced house in which the through pillar 1 or the tubular pillar 2 and another through pillar are connected and integrated with a through bolt. This configuration can be applied not only to a virtual imaginary core line A but also to a virtual imaginary core line A that is bent or crossed.

【0009】 この構成の基本的な構成を、壁の中心を結んだ仮想芯線Aに対応させた平面図 で表した図6に示す。 図6の各種構成は仮想芯線A上に通し柱又は管柱を配置して、これに接して建 築物芯線Aの線外に別の通し柱を配置させ、かつ通し柱又は管柱と別の通し柱を 一体的に貫通ボルトで連結することで補強と同時に力学的強度分散を達成したも のである。FIG. 6 shows a basic configuration of this configuration in a plan view corresponding to a virtual core line A connecting the centers of the walls. In the various configurations shown in FIG. 6, a through pillar or a tubular pillar is arranged on the virtual core A, another through pillar is arranged outside the line of the building core A in contact with the virtual core A, and another through pillar is connected to the through pillar or the tubular pillar. By integrally connecting with through bolts, the reinforcement and the dispersion of mechanical strength were achieved.

【0010】 尚、建築物仮想芯線A外上に通し柱を立設するので他の構造材や窓及び扉などの 納まりも従来の軸組住宅となんら遜色無く施工できるものである。In addition, since the through pillar is erected on the outside of the virtual core wire A of the building, other structural materials, windows and doors, etc. can be accommodated as well as a conventional framed house.

【0011】[0011]

【考案の実施の形態】[Embodiment of the invention]

図1は、壁の中心を結ぶ仮想芯線Aが屈折した形態の屈折部に本考案構造を適 用したものであり、家の内側方向から見た斜視図である。 FIG. 1 is a perspective view of a refraction portion in which a virtual core wire A connecting the center of a wall is refracted and the structure of the present invention applied thereto, as viewed from the inside of a house.

【0012】 直角に屈折した基礎50とその上の土台60に形成される壁の中心を結んだ仮想 芯線Aの屈折点上すなわち土台60の屈折点に通し柱1が立設されている。 そして仮想芯線Aの線上にある通し柱1の外側になる側面21・側面22に接 して通し柱11・11を設けたものである。 通し柱11・11を設けるために、基礎50及び土台60の外側に延びた基礎5 1、土台61が設けられる。 基礎51・土台61は通常より延設された構成になる。 土台60・61は基礎50・51にアンカーボルト5で取り付けられる。A through-column 1 is set up on a refraction point of a virtual core line A connecting the center of a wall formed on a foundation 50 bent at a right angle and a base 60 thereon, that is, at a refraction point of the base 60. The through pillars 11 are provided in contact with the side surfaces 21 and 22 which are outside the through pillar 1 on the virtual core wire A. In order to provide the through columns 11, a base 51 and a base 61 extending outside the base 50 and the base 60 are provided. The base 51 and the base 61 are configured to be extended more than usual. The bases 60 and 61 are attached to the foundations 50 and 51 with the anchor bolts 5.

【0013】 1階部分の通し柱1の内側の側面には胴差受補強材12・12が接着剤で付設さ れ適宜手段で固定されて、胴差13を支承している。 胴差受補強材12・12は通し柱1及び通し柱11・11とともにホールダウン 金物14で土台60に固定される。 通し柱1と別の通し柱11・11とは接着剤を注入されて接合されかつボルト3 で貫通連結され一体化している。 ボルト3は、貫通してナットとの螺合で緊締される。 ボルト3の配置は、適宜な間隔で複数本設けられている。 なお、通し柱1は、後述する図5のように管柱2に代えてもよい。On the inner side surface of the through pillar 1 on the first floor portion, a trunk support member 12 is attached with an adhesive and fixed by appropriate means to support the trunk 13. The torso receiving reinforcements 12 and 12 are fixed to the base 60 with hole-down hardware 14 together with the through columns 1 and the through columns 11 and 11. The through-column 1 and another through-column 11 are joined by injecting an adhesive and penetrated by bolts 3 to be integrated. The bolt 3 penetrates and is tightened with a nut. A plurality of bolts 3 are provided at appropriate intervals. The through column 1 may be replaced with a tube column 2 as shown in FIG. 5 described later.

【0014】 このように、図1は、木造建築物を構成する壁の中心を結ぶ仮想芯線A上に通し 柱1を配置し、建築物芯線Aの線外に通し柱11・11を配置し、前記通し柱1 と通し柱11・11を貫通ボルト3で一体化してなる木造軸組強化住宅の実施形 態を示している。As described above, FIG. 1 shows that the through pillar 1 is arranged on the virtual core A connecting the centers of the walls constituting the wooden building, and the through pillars 11 are arranged outside the core A of the building. An embodiment of a wooden frame reinforced house in which the through pillars 1 and the through pillars 11 are integrated by a through bolt 3 is shown.

【0015】 図2は、図1と同じ実施形態を外側から見た斜視図であり、通し柱11・11が 外側に突出した部分を化粧壁4で囲んでいる。 化粧壁4は外観上住宅の壁の角部等に立体的に施されるがその裏側の空隙には通 し柱11・11が実在し極めて強固な軸組構造となっている。FIG. 2 is a perspective view of the same embodiment as FIG. 1 as viewed from the outside, and a portion where the through pillars 11 project outward is surrounded by a decorative wall 4. The decorative wall 4 is three-dimensionally applied to the corners and the like of the wall of the house in appearance, but there are through columns 11 and 11 in the gaps on the back side of the decorative wall 4, which has an extremely strong frame structure.

【0016】 図3は、T字状に交差する仮想芯線Aの交差点に通し柱1を設け、仮想芯線Aの 外側に通し柱11を設け、両者の間に接着剤注入して接合し適宜数のボルト3を 貫通してナット止めして、通し柱1と通し柱11を一体化した構成を示している 。 1階部分の通し柱1の側面には胴差受補強材12・12が設けられ、胴差13 や2階梁15を支承している。 通し柱1の最上部には小屋桁16や小屋梁17が設けられている。FIG. 3 shows that a through pillar 1 is provided at the intersection of a virtual core A intersecting in a T-shape, a through pillar 11 is provided outside the virtual core A, an adhesive is injected between the two and joined together, and an appropriate number of bolts are attached. 3 shows a configuration in which the through column 1 and the through column 11 are integrated with each other and fixed with nuts. On the side of the through pillar 1 on the first floor, a trunk support member 12 is provided to support the trunk 13 and the second floor beam 15. A shed girder 16 and a shed beam 17 are provided at the top of the through pillar 1.

【0017】 図4は、図3に示す実施形態を外側から見た斜視図であり、通し柱11が仮想 芯線の外側に位置し、壁面より突出した部分を化粧壁4が囲んで設けられている 。化粧壁4の空間が通し柱11を立設する空間となって、有効利用が図られてい る。FIG. 4 is a perspective view of the embodiment shown in FIG. 3 as viewed from the outside. The through pillar 11 is located outside the imaginary core wire, and a portion protruding from the wall surface is provided so as to surround the decorative wall 4. . The space of the decorative wall 4 is a space where the through column 11 is erected, and effective utilization is achieved.

【0018】 図5の実施形態は、木造建築物の屈折部を、本考案の木造軸組強化住宅とした もので、管柱2を屈折部に設けさらに外側に突き出す位置に通し柱を2本設けた ものを示している。 従来の角部の通し柱を一本立設する構造とはまったく異なる構成である。In the embodiment shown in FIG. 5, the bending portion of the wooden building is a wooden frame reinforced house of the present invention, and the pipe column 2 is provided at the bending portion and two through columns are provided at positions protruding outward. Are shown. This is completely different from the conventional structure in which one corner through pillar is erected.

【0019】 この形態において通し柱11・11は、その配置を木造建築物を構成する壁の 中心を結ぶ仮想芯線Aから外れた位置にしてありこの点も特徴的である。In this embodiment, the through pillars 11 are arranged at positions deviated from the virtual core line A connecting the centers of the walls constituting the wooden building, which is also characteristic.

【0020】 壁の中心を結ぶ仮想芯線Aの屈折点上には、管柱2が立設されており、この管 柱2の側面である建築物芯線Aの線外に通し柱11を配置して、貫通するボルト 3で一体化している。At the refraction point of the imaginary core line A connecting the center of the wall, a pipe column 2 is erected, and the through column 11 is arranged outside the line of the building core line A which is the side surface of the pipe column 2. And the bolt 3 penetrating therethrough.

【0021】 図5では、木造建築物を構成する壁の中心を結ぶ仮想芯線Aの屈折部に管柱2 を配置し、当該屈折部の外角方向の管柱2の側面21と側面22両方に通し柱1 1・11を配置し、前記管柱2と通し柱11・11を夫々貫通するボルト3で一 体化している。 2本の通し柱11は、1本でもよい場合があるが、その位置は屈折部の外角方 向の管柱2の側面21と側面22のいずれか一方で、仮想芯線Aから外れている 。そして、通し柱11・11の2本は外壁の化粧壁4で囲まれて空隙が有効に利 用され、かつ化粧壁4自体も強固に支持される。In FIG. 5, the pipe column 2 is arranged at the bent portion of the virtual core line A connecting the centers of the walls constituting the wooden building, and both the side surface 21 and the side surface 22 of the tube column 2 in the outer angle direction of the bent portion are provided. Through columns 11 and 11 are arranged, and are integrated with bolts 3 penetrating the tube column 2 and the through columns 11 and 11, respectively. In some cases, one of the two through columns 11 may be provided, but the position thereof is deviated from the virtual core line A on one of the side surface 21 and the side surface 22 of the tube column 2 in the outer angle direction of the bending portion. And two of the through columns 11 are surrounded by the decorative wall 4 of the outer wall, and the gap is effectively used, and the decorative wall 4 itself is firmly supported.

【0022】 特に、近時の住宅の壁の角部等に立体的に補強帯風化粧壁を施す技術と関連し 、本考案ではその化粧壁の装着技術を生かしながら木造建築物を構成する壁の中 心を結ぶ仮想芯線Aの屈折部に管柱2を配置し、当該屈折部に位置する当該管柱 2の外角方向の側面21と側面22の一方又は両方に通し柱11を配置し、つま り化粧壁の空隙に通し柱11が貫通立設し、前記通し柱1又は管柱2と通し柱1 1を貫通するボルト3で一体化してなる木造軸組補強で、実質的にも全体として 補強され、耐震性や耐久性に優れた住宅の提供ができる。In particular, the present invention relates to a technique of three-dimensionally applying a reinforced band-like decorative wall to a corner or the like of a house wall, and in the present invention, a wall constituting a wooden building utilizing the mounting technique of the decorative wall. The tube column 2 is arranged at the bent portion of the imaginary core line A connecting the center of the tube column, and the through column 11 is arranged on one or both of the outer corner side surface 21 and the side surface 22 of the tube column 2 located at the bent portion. A through pillar 11 penetrates the gap of the decorative wall, and is reinforced substantially by a wooden frame reinforcement which is integrated with the through pillar 1 or the tubular pillar 2 and a bolt 3 penetrating the through pillar 11. It is possible to provide houses with excellent earthquake resistance and durability.

【0023】 この構成の結果、化粧壁4は、実質的に内部に通し柱11を備えて補強された 木造家屋を提供することになりかつ通し柱11は管柱2で補強されるとともに桁 や胴差との連結に不可欠なほぞやほぞ穴加工の仕口加工により強度劣化した通し 柱1又は管柱2を通し柱11・11で補強したことになるので十分な強度を維持 できることになる。As a result of this configuration, the decorative wall 4 substantially provides a wooden house reinforced with the through columns 11 therein, and the through columns 11 are reinforced by the tubular columns 2, and the spar and the body Since the through column 1 or tube column 2 whose strength has been degraded due to the mortise or mortice hole processing that is indispensable for the connection with the pier is reinforced with the through columns 11, sufficient strength can be maintained.

【0024】 本考案に係る木造軸組強化住宅は、このような構成で強度の要請に対する課題 を達成するものであり、木造建築物を構成する壁の中心を結ぶ仮想芯線Aの外側 に通し柱を配置して、外壁の補強風化粧壁を実質的に利用しかつ強度を増大させ るものである。The wooden frame reinforced house according to the present invention achieves the problem of the demand for strength with such a configuration, and a pillar is provided outside the virtual core A connecting the centers of the walls constituting the wooden building. The arrangement is to substantially utilize and enhance the strength of the reinforced veneer wall of the outer wall.

【0025】[0025]

【実施例】【Example】

実施例として、図1のように屈折部に、通し柱1を立設しその外側の側面21 ・22に当接して2本の通し柱11・11を設けた軸組住宅を建造した。 通し柱1は基礎50、土台60に固定され、通し柱11・11は、前記基礎50 及び土台60の外側に延びた基礎51、土台61に固定されている。 As an example, as shown in FIG. 1, a framed housing was constructed in which a through column 1 was erected on a bending portion and two through columns 11 were provided in contact with outer side surfaces 21.22. The through column 1 is fixed to a foundation 50 and a base 60, and the through columns 11 and 11 are fixed to a foundation 51 and a base 61 extending outside the base 50 and the base 60.

【0026】 通し柱1の1階に相当する部分の側面には胴差受補強材12・12が付設されて いる。 通し柱1・通し柱11・11と胴差受補強材12・12は、複数本の貫通するボ ルト3で一体的に連結している。 通し柱1と通し柱11は4本のボルト3で連結し、通し柱1と別の通し柱11 も4本のボルト3で連結している。ボルト3は貫通してナットで緊結され、各ボ ルト3は上から交互に異なる方向で適宜間隔で配置される。 通し柱1・通し柱11・11と胴差受補強材12・12は、適宜接着剤で接合し て強固に一体化しゆがみやたわみの発生を最小限にすることができる。On the side surface of a portion corresponding to the first floor of the through column 1, body receiving reinforcing members 12 are provided. The through column 1, the through column 11, and the trunk support members 12 are integrally connected by a plurality of penetrating bolts 3. The through pillar 1 and the through pillar 11 are connected by four bolts 3, and the through pillar 1 and another through pillar 11 are also connected by four bolts 3. The bolts 3 penetrate and are fastened by nuts, and the bolts 3 are alternately arranged from above in different directions at appropriate intervals. The through-column 1, the through-column 11, and the trunk receiving reinforcing members 12, 12 are appropriately joined together with an adhesive and firmly integrated to minimize the occurrence of distortion and deflection.

【0027】 一体化された通し柱1と通し柱11・11と胴差受補強材12・12は、ホー ルダウン金物14で基礎50・51に連結している。 胴差受補強材12・12は、その上端に2階胴差13を設けて胴差13は羽子 板ボルト18で通し柱1と通し柱11に連結される。 通し柱1の上端には柱ほぞを切った小屋桁16を直角に連結して設け、羽子板ボ ルト18や緊結金具19で固定している。The integrated through pillar 1, through pillars 11, 11 and trunk receiving reinforcing members 12, 12 are connected to the foundations 50, 51 by means of hole-down hardware 14. The body difference receiving reinforcing members 12 are provided with a second-floor body difference 13 at the upper end, and the body difference 13 is connected to the through columns 1 and 11 by means of a blade bolt 18. At the upper end of the through pillar 1, a spar girder 16 with a pillar tenon cut is provided at a right angle to be connected, and is fixed with a shingle bolt 18 and a binding metal fitting 19.

【0028】 このような実施例の軸組では、単に通し柱を1本立てたものに比して、3本の通 し柱1・11・11が平面視で直角に一体化した形態であるので、強度が全方向 に対し補強されている。 前後左右の振動に強く、耐荷重性があり、湾曲等のゆがみが発生しにくいので家 屋全体の耐久性も増大する。 特に、仕口加工等により劣化した通し柱1及び管柱2を通し柱11・11で補強 するもので、耐震強度を向上させている。 そして、太い柱一本ではなく、通し柱1及び管柱2、通し柱11・11の組み合 わせであるので、その比較では保管や搬入は負担は少なく、又組み合わせである ので、現場間取りの特殊状況に対応して、設計できる適応性がある。 このような意味で施工経済性が向上している。In the shaft set of this embodiment, since three through pillars 11, 11, 11 are integrated at a right angle in a plan view, as compared with a structure in which only one through pillar is provided, Strength is reinforced in all directions. It is resistant to front-back and left-right vibrations, has load-bearing capacity, and is less likely to bend such as bending, so that the durability of the entire house also increases. In particular, the through pillars 1 and pipe pillars 2 that have been deteriorated due to connection processing are reinforced with through pillars 11 and 11 to improve the earthquake resistance. And because it is not a single thick pillar, but a combination of the through pillar 1 and the tubular pillar 2, and the through pillars 11 and 11, the storage and carrying in the comparison is less burdensome, and it is a combination. There is adaptability that can be designed in response to In this sense, the construction economy is improved.

【0029】 図6は、通し柱1と別の通し柱11・11及び管柱2の、施工位置関係の説明 図であり、建物の壁の中心線を結ぶ仮想芯線Aの形状によって、各柱が(a)〜 (d)の態様に配置されるものであることを示すものである。 (a)は、直線状の仮想芯線A上に通し柱1を設け、仮想芯線Aの外側に通し柱 11を設けたもの。 (b)は、直線状の仮想芯線A上に管柱2を設け、仮想芯線Aの外側に通し柱1 1を設けたもの。 (c)は、直角に屈折した形状の仮想芯線Aの屈折部に通し柱1を設け、その通 し柱1の外側の各側面に当接して通し柱11と通し柱11を設けたもの。 (d)は、直角に屈折した形状の仮想芯線Aの屈折部に管柱2を設け、その管柱 2の外側の各側面に当接して通し柱11と通し柱11を設けたもの。 これらの態様は、実際の木造軸組家屋で適宜採用される。FIG. 6 is a diagram for explaining the construction positional relationship between the through pillar 1, the through pillars 11, 11 and the pipe pillar 2, and each pillar is formed by the shape of a virtual core line A connecting the center lines of the walls of the building. a) to (d). (A) is a configuration in which the through column 1 is provided on a linear virtual core line A and the through column 11 is provided outside the virtual core line A. (B) is the one in which the tubular column 2 is provided on the linear virtual core A, and the through column 11 is provided outside the virtual core A. (C) shows a case in which a through column 1 is provided at a refraction portion of a virtual core wire A bent at a right angle, and a through column 11 and a through column 11 are provided in contact with the outer side surfaces of the through column 1. (D) is a configuration in which the tube column 2 is provided at the refraction portion of the virtual core wire A bent at a right angle, and the through column 11 and the through column 11 are provided in contact with the outer side surfaces of the tube column 2. These embodiments are appropriately adopted in actual wooden framed houses.

【0030】 実施例で示したものはあくまで一例であり、本考案はこれらに限定されるもの ではない。The embodiments described above are merely examples, and the present invention is not limited to these embodiments.

【0031】[0031]

【考案の効果】[Effect of the invention]

以上説明したように本考案の木造軸組強化住宅は、通し柱を補強する別の柱を ボルトで一体化して行うという技術に加え、通し柱の位置を建物の壁の中心を結 ぶ仮想芯線外に配置してなるので、住宅輪郭の外側に他の柱(通し柱や管柱)で 補強され別の通し柱が立設されたものとなる。 外側の通し柱は、更に化粧壁で囲撓されて、外観的にも住宅の角部が立体的に 補強された形態になり、内部には通し柱が内在して実質的にも強固な住宅が提供 できる。 耐震性や、強度を希望するユーザーには、化粧壁で見た目にも堅牢に観察でき、 かつ通し柱が複数本あるので、安心して居住できる住宅を供給できる。 As described above, the wooden frame reinforced house of the present invention has a technology in which another pillar that reinforces the through pillar is integrated with bolts, and the location of the through pillar is outside the virtual core line connecting the center of the building wall. Since it is arranged, it will be reinforced with other pillars (through pillars and pipe pillars) outside the house outline, and another through pillar will be erected. The outer through pillars are further surrounded by decorative walls, and the corners of the house are three-dimensionally reinforced in appearance, and through pillars are provided inside to provide a substantially strong house. it can. For users who want quake resistance and strength, they can provide a durable house that can be seen with a veneer wall and that can be seen safely and with multiple through pillars.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本考案の木造軸組強化住宅の実施形態のひとつ
で角部の軸組を示す斜視図。
FIG. 1 is a perspective view showing a corner frame in one embodiment of a wooden frame reinforced house of the present invention.

【図2】図1と同じ実施態様のもので、外側から見た斜
視図。
FIG. 2 is a perspective view of the same embodiment as FIG. 1, viewed from the outside.

【図3】本考案の木造軸組強化住宅の実施形態のひとつ
でT字状の仮想芯線Aにおいて交差部の軸組を示す斜視
図。
FIG. 3 is a perspective view showing a frame of an intersection at a T-shaped virtual core line A in one embodiment of the wooden frame reinforced house of the present invention.

【図4】図3と同じ実施態様のもので、外側から見た斜
視図。
FIG. 4 is a perspective view of the same embodiment as FIG. 3, viewed from the outside.

【図5】本考案の木造軸組強化住宅の実施形態のひとつ
で角部の軸組を示すもので、管柱を角部に立設した軸組
を示す斜視図。
FIG. 5 is a perspective view showing one embodiment of a wooden frame reinforced house according to the present invention, showing a frame of a corner portion, in which a tube column is erected at the corner portion;

【図6】通し柱1と別の通し柱11・11及び管柱2
の、仮想芯線の形で異なる態様になることを示す立設位
置関係の説明図。
FIG. 6 shows a through-column 1 and another through-column 11, 11 and a tubular column 2.
FIG. 4 is an explanatory view of a standing positional relationship showing that the virtual core line has a different aspect.

【符号の簡単な説明】[Brief description of reference numerals]

A 建物の壁の中心を結んだ仮想芯線 1 通し柱 11 通し柱 21 通し柱の側面 22 通し柱の側面 12 胴差受補強材 13 胴差 2 管柱 3 ボルト 4 化粧壁 5 アンカーボルト 50・51 基礎 60・61 土台 A Virtual core line connecting the centers of the walls of a building 1 Through pillar 11 Through pillar 21 Through pillar side 22 Through pillar side 12 Body support member 13 Body difference 2 Tube pillar 3 Bolt 4 Decorative wall 5 Anchor bolt 50/51 Foundation 60/61 Foundation

Claims (3)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 木造建築物を構成する壁の中心を結ぶ仮
想芯線A上に通し柱1又は管柱2を配置し、建築物芯線
Aの線外に通し柱11を配置し、前記通し柱1又は管柱
2と通し柱11をボルト3で一体化してなる木造軸組強
化住宅。
1. A through pillar 1 or a tubular pillar 2 is arranged on an imaginary core line A connecting the centers of walls constituting a wooden building, and a through pillar 11 is arranged outside the core line A of the building. A wooden frame reinforced house in which pillar 2 and through pillar 11 are integrated with bolts 3.
【請求項2】 木造建築物を構成する壁の中心を結ぶ仮
想芯線A上に通し柱1を配置し、建築物芯線Aの線外に
通し柱11を配置し、前記通し柱1と通し柱11を胴差
受補強材12とともにボルト3で連結一体化してなる木
造軸組強化住宅。
2. A through pillar 1 is arranged on a virtual core A connecting the centers of walls constituting a wooden building, and a through pillar 11 is arranged outside the core A of the building. A wooden frame reinforced house integrated with bolts 3 together with reinforcing members 12.
【請求項3】 木造建築物を構成する壁の中心を結ぶ仮
想芯線Aの屈折部に通し柱1又は管柱2を配置し、当該
通し柱1又は管柱2の屈折部の外角方向の側面21と側
面22の一方又は両方に通し柱11・11を配置し、前
記通し柱1又は管柱2と通し柱11・11をボルト3で
一体化してなる木造軸組強化住宅。
3. A through column 1 or a tubular column 2 is arranged at a bent portion of a virtual core line A connecting the centers of walls constituting a wooden building, and a side surface 21 in an outer angle direction of the bent portion of the through column 1 or the tubular column 2 is provided. A wooden frame reinforced house in which the through columns 11 and 11 are arranged on one or both of the side surfaces 22 and the through columns 1 or the tubular columns 2 and the through columns 11 and 11 are integrated with bolts 3.
JP1999010090U 1999-12-07 1999-12-07 Wooden frame reinforced house Expired - Lifetime JP3069499U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1999010090U JP3069499U (en) 1999-12-07 1999-12-07 Wooden frame reinforced house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1999010090U JP3069499U (en) 1999-12-07 1999-12-07 Wooden frame reinforced house

Publications (1)

Publication Number Publication Date
JP3069499U true JP3069499U (en) 2000-06-23

Family

ID=43202959

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1999010090U Expired - Lifetime JP3069499U (en) 1999-12-07 1999-12-07 Wooden frame reinforced house

Country Status (1)

Country Link
JP (1) JP3069499U (en)

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