JPH05118085A - Wooden house and construction method thereof - Google Patents

Wooden house and construction method thereof

Info

Publication number
JPH05118085A
JPH05118085A JP3158268A JP15826891A JPH05118085A JP H05118085 A JPH05118085 A JP H05118085A JP 3158268 A JP3158268 A JP 3158268A JP 15826891 A JP15826891 A JP 15826891A JP H05118085 A JPH05118085 A JP H05118085A
Authority
JP
Japan
Prior art keywords
foundation
floor
shaped steel
bolt
pillar
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.)
Pending
Application number
JP3158268A
Other languages
Japanese (ja)
Inventor
Akishige Nishino
陽重 西野
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP3158268A priority Critical patent/JPH05118085A/en
Publication of JPH05118085A publication Critical patent/JPH05118085A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00Road transport of goods or passengers
    • Y02T10/10Internal combustion engine [ICE] based vehicles
    • Y02T10/12Improving ICE efficiencies
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00Road transport of goods or passengers
    • Y02T10/10Internal combustion engine [ICE] based vehicles
    • Y02T10/30Use of alternative fuels, e.g. biofuels

Landscapes

  • Foundations (AREA)

Abstract

PURPOSE:To make it possible to easily execute construction work by persons even if they are unskilled by constructing the foundation of a wooden house of the combination of angle steels, constructing a beam construction of the combination of wide H section steels, and fixing a column to them with a bolt. CONSTITUTION:First of all, an angle steel 13 forming the foundation 11 is so mounted that one side thereof is paralleled with the side of the peripheral foundation 2 before the placed concrete of the peripheral foundation 2 is solidified, and an anchor bolt 12 is inserted into the concrete and is fixed. One side of a shorter angle steel 14 is overlapped on a part of the longer angle steel 13, the other sides are paralleled with each other, an interval capable of inserting the end of a column 16 is maintained between them to combine them with a bolt 15, and the foundation 11 is formed by solidification of the concrete. After that, the end of the column 16 is inserted between the angle steels 13 and 14, and a screw bolt 17 is driven to fix the column 16 to the foundation 11 in a state to plant.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、木造建築物、特に木造
の住宅用建築物、及び、その構築方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden building, particularly a wooden residential building, and a method of constructing the same.

【0002】[0002]

【従来の技術】木造の住宅用建築物は、一般的には、コ
ンクリート打ちした基礎上に載設された木材よりなる土
台上に柱を植立し、これらの柱によつて保持させた木材
よりなる梁によつて下階の天井構造及び上階の床構造又
は天井構造が構成される。
2. Description of the Related Art A wooden residential building is generally constructed by setting up pillars on a base made of wood placed on a concrete-cast foundation and holding them by the pillars. The lower beam ceiling structure and the upper floor floor structure or ceiling structure are configured by the beams.

【0003】[0003]

【発明が解決しようとする課題】土台及び梁構造に木材
を用いる従来の住宅用建築物では、土台及び梁構造は複
雑で、例えば、梁の組み立て、柱の組合せのためにはそ
れぞれの組合せ部分はほぞの加工(突起及び孔の加工)
が必要であり、そのための墨付け、加工作業には熟練を
必要とし、又梁と柱の結合は特異的であるため同種材料
間でも互換性がないため、未熟練者ではその組立の作業
性は低く、熟練技術者のみならず一般的に人手不足の状
態では、建築所要時間が長く、住宅建設の促進、住宅建
設費のコストダウンは困難な状態になつている。
In a conventional residential building that uses wood for the foundation and beam structure, the foundation and beam structure is complicated, and for example, for assembling beams and combining columns, respective combination parts are used. Processing of mortises (processing of protrusions and holes)
It is necessary for the unskilled person to work in assembling because there is no compatibility between materials of the same kind because the connection of beams and columns is peculiar because there is a need for skill in blackening and processing work for that purpose. In general, the time required for construction is long, and it is difficult to promote housing construction and reduce the cost of housing construction when not only skilled technicians but also lack of manpower.

【0004】本発明は、このような問題点を除去し、未
熟練者でも実施でき、建築所要時間の短縮、住宅建築費
の低廉化等を可能とすることのできる木造建築物及びそ
の構築方法を提供可能とすることを目的とするものであ
る。
The present invention eliminates such problems and can be carried out by unskilled persons, and it is possible to shorten the time required for construction, reduce the cost of housing construction, and the like, and a construction method thereof. The purpose is to be able to provide.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
にとられた本発明の構成は次の如くである。
The constitution of the present invention taken to solve the above problems is as follows.

【0006】本発明の木造建築物は、 (1) コンクリート打ちした基礎上に載設された土台
上に柱を植立し、該柱によつて保持させた梁によつて下
階の天井構造及び上階の床構造又は天井構造が構成され
ている木造建築物において、前記土台がL型鋼の組合
せ、前記梁構造がH型鋼の組合せよりなり、前記柱が前
記L型鋼及び前記H型鋼にボルト及びスクリュウボルト
のうち少なくと前記ボルトによつて固定されていること
を特徴とする。
The wooden structure of the present invention comprises: (1) A pillar structure is erected on a base placed on a concrete-cast foundation, and the ceiling structure of the lower floor is provided by a beam held by the pillar. And a wooden structure in which a floor structure or a ceiling structure of the upper floor is configured, the base is a combination of L-shaped steels, the beam structure is a combination of H-shaped steels, and the columns are bolts to the L-shaped steels and the H-shaped steels. And at least one of the screw bolts.

【0007】(2) (1)において、前記基礎が、外
周基礎と、仕切り基礎と、独立基礎と、該外周基礎、該
仕切り基礎、及び該独立基礎によつて支持される床とが
一体構造のコンクリート構造体よりなり、前記外周基
礎、前記仕切り基礎、前記独立基礎、及び前記床と土盛
との間に形成される空間内に発泡性プラスチックよりな
る充填材を充填して構成されていることを特徴とするも
のである。
(2) In (1), the foundation is an integral structure of an outer peripheral foundation, a partition foundation, an independent foundation, and a floor supported by the outer peripheral foundation, the partition foundation, and the independent foundation. Of the concrete structure, and the space formed between the outer peripheral foundation, the partition foundation, the independent foundation, and the floor and the earthwork is filled with a filler made of expandable plastic. It is characterized by that.

【0008】本発明の木造建築物の構築方法は、 (3) コンクリート打ちした基礎上に載設された土台
上に柱を植立し、これらの柱によつて保持させた梁によ
つて下階の天井構造及び上階の床構造又は天井構造が構
成される木造建築物の構築方法において、前記基礎上に
長尺の第1のL型鋼を第1の辺を前記基礎の外周に沿つ
て配置し第2の辺で前記基礎に固定して土台を構成し、
前記第1のL型鋼の前記第1の辺に向い合う位置で一階
の前記柱を植立する位置に、短尺の第2のL型鋼をその
第1の辺が前記第1のL型鋼の第1の辺に平行に位置し
第2の辺で前記基礎上に固定し、前記第1のL型鋼の第
1の辺と前記第2のL型鋼の第1の辺とで開口部を構成
し、該開口部に前記一階の柱の下端部を挿入して、該柱
をボルト及びスクリュウボルトのうち少なくとも前記ボ
ルトを用いて、前記第1及び第2のL型鋼の間に固定す
ることを特徴とするものである。
The method of constructing a wooden building of the present invention is as follows: (3) A pillar is erected on a foundation placed on a concrete-cast foundation, and the pillar is held by the pillar. In a method for constructing a wooden building, in which a floor ceiling structure and a floor structure or ceiling structure of an upper floor are configured, a long first L-shaped steel is provided on the foundation along a first side along an outer circumference of the foundation. Arranged and fixed to the foundation at the second side to form the base,
At a position where the pillar of the first floor is to be erected at a position facing the first side of the first L-shaped steel, a short second L-shaped steel having a first side of the first L-shaped steel The first side of the first L-shaped steel and the first side of the second L-shaped steel form an opening, the opening being parallel to the first side and fixed on the foundation at the second side. Then, the lower end of the pillar on the first floor is inserted into the opening, and the pillar is fixed between the first and second L-shaped steels using at least the bolt of a bolt and a screw bolt. It is characterized by.

【0009】(4) (3)において、前記土台上への
L型鋼の固定を、該土台を構成するコンクリートの固化
前に行ない、あらかじめ前記基礎用の割栗に下端が固定
され上端の位置が同じ高さに揃えてある複数本のアンカ
ーボルトによつて前記L型鋼を位置決めすることを特徴
とするものである。
(4) In (3), the L-shaped steel is fixed on the base before the concrete forming the base is solidified, and the lower end is fixed in advance to the split chestnut for the foundation and the position of the upper end is fixed. The L-shaped steel is positioned by a plurality of anchor bolts arranged at the same height.

【0010】(5) コンクリート打ちした基礎上に載
設された土台上に柱を植立し、これらの柱によつて保持
させた梁によつて下階の天井構造及び上階の床構造又は
天井の構造が構成される木造建築物の構築方法におい
て、端部に盲板を固着した複数本のH型鋼を、開口部が
上下方向を向き、かつその端部が線状接触するように配
置して、互いに隣接する前記H型鋼によつて隅部を形成
して梁構造を構成し、形成された隅部の空間内に通し柱
を設置し、該通し柱の露出する面と該面に対向する前記
盲板の間にボルト及びスクリュウボルトのうち少なくと
も前記ボルトを用いて前記通し柱を固定することを特徴
とするものである。
(5) A pillar is erected on a foundation placed on a concrete-cast foundation, and a beam held by these pillars is used to fix the ceiling structure of the lower floor and the floor structure of the upper floor, or In a method of constructing a wooden structure having a ceiling structure, a plurality of H-shaped steels with blind plates fixed to the ends are arranged so that the openings are oriented vertically and the ends are in linear contact. Then, a corner is formed by the H-shaped steels adjacent to each other to form a beam structure, a through pillar is installed in the space of the formed corner, and the exposed surface of the through pillar is opposed to the exposed surface. At least one of a bolt and a screw bolt is used to fix the through column between the blind plates.

【0011】(6) コンクリート打ちした基礎上に載
設された土台上に柱を植立し、これらの柱によつて保持
させた梁によつて下階の天井構造及び上階の床構造又は
天井の構造が構成される木造建築物の構築方法におい
て、H型鋼を開口部が上下方向を向くように配置し、該
H型鋼の下方向の前記開口部に下階の前記柱の上端を挿
入し、上方向の前記開口部に上階の前記柱の下端を挿入
し、前記H型鋼の二つの辺の間に挿通したボルト及びス
クリュウボルトのうち少なくとも前記ボルトを用いて前
記柱を固定することを特徴とするものである。
(6) Pillars are erected on a foundation placed on a concrete-cast foundation, and the beams held by these pillars are used to support the ceiling structure of the lower floor and the floor structure of the upper floor or In a method for constructing a wooden structure having a ceiling structure, H-shaped steel is arranged so that the openings are oriented in the vertical direction, and the upper ends of the columns on the lower floor are inserted into the downwardly-directed openings of the H-shaped steel. Then, the lower end of the pillar on the upper floor is inserted into the opening in the upward direction, and the pillar is fixed by using at least the bolt out of the bolt and the screw bolt inserted between the two sides of the H-shaped steel. It is characterized by.

【0012】(7) コンクリート打ちした基礎上に載
設された土台上に柱を植立し、これらの柱によつて保持
させた梁によつて下階の天井構造及び上階の床構造又は
天井の構造が構成される木造建築物の構築方法におい
て、前記基礎を構成するコンクリートを打設する工程
と、前記コンクリートが硬化する前に前記基礎上に長尺
の第1のL型鋼を前記基礎の外周に沿つて配置し、第2
の辺で前記基礎に固定して土台を構成し、前記第1のL
型鋼の前記第1の辺に向い合う位置で一階の前記柱を植
立する位置に短尺の第2のL型鋼をその第1の辺が前記
第1のL型鋼の第1の辺に平行に位置し第2の辺で前記
基礎上に固定し前記第1のL型鋼と前記第2のL型鋼の
第1の辺とで開口部を構成し、該開口部に前記一階の柱
の下端部を挿入して該柱をボルト及びスクリュウボルト
のうち少なくとも前記ボルトで前記第1及び第2のL型
鋼の間に固定する工程と、端部に盲板を固着した複数本
のH型鋼を、開口部が上下方向を向き、かつその端部が
線状接触するように配置して、互いに隣接する前記H型
鋼によつて隅部を形成して梁構造を構成し、形成された
隅部の空間内に通し柱を設置し、該通し柱の露出する面
と該面に対向する前記盲板の間にボルト及びスクリュウ
ボルトのうち少なくとも前記ボルトを用いて前記通し柱
を固定する工程と、下方向の前記開口部に下階の前記柱
の上端を挿入し、上方向の前記開口部に上階の前記柱の
下端を挿入し、前記H型鋼の二つの辺の間に挿通したボ
ルト及びスクリュウボルトのうち少なくとも前記ボルト
を用いて前記柱を固定する工程とを有することを特徴と
するものである。
(7) A pillar is erected on a foundation placed on a concrete-cast foundation, and a beam held by these pillars is used to fix the ceiling structure on the lower floor and the floor structure on the upper floor or In a method for constructing a wooden building having a ceiling structure, a step of placing concrete constituting the foundation, and a long first L-shaped steel on the foundation before the concrete hardens. Place along the outer circumference of the
Is fixed to the foundation at the side of to form the base, and the first L
At the position facing the first side of the section steel, a short second L-section steel is placed at a position where the pillar on the first floor is to be erected, and the first side thereof is parallel to the first side of the first L-section steel. Is fixed to the foundation with a second side, and an opening is formed by the first L-shaped steel and the first side of the second L-shaped steel, and the opening of the pillar of the first floor is formed in the opening. A step of inserting the lower end portion to fix the column between the first and second L-shaped steels with at least the bolt among bolts and screw bolts; and a plurality of H-shaped steels having blind plates fixed to the end portions. , The opening is oriented in the vertical direction, and the ends are arranged so as to make linear contact, and a corner is formed by the H-shaped steels adjacent to each other to form a beam structure, and the formed corner is formed. Of the bolts and screw bolts between the exposed surface of the through column and the blind plate facing the surface. Also with the step of fixing the through pillar using the bolt, insert the upper end of the pillar of the lower floor to the opening of the downward direction, insert the lower end of the pillar of the upper floor to the opening of the upward direction, Fixing the column using at least the bolt of a bolt and a screw bolt inserted between two sides of the H-shaped steel.

【0013】[0013]

【作用】本発明の木造建築物は、コンクリート打ちした
基礎上に載設された土台上に柱を植立し、柱によつて保
持させた梁によつて下階の天井構造及び上階の床構造又
は天井構造が構成されている木造建築物で、土台がL型
鋼の組合せ、梁構造がH型鋼の組合せよりなり、柱がL
型鋼及びH型鋼にボルト及びスクリュウボルトのうち少
なくともボルトによつて固定された構造となつており、
木材とL型鋼及びH型鋼と組合せたので、構造が極めて
簡単になつた。
In the wooden structure of the present invention, the pillars are erected on the foundation placed on the concrete-cast foundation, and the ceiling structure of the lower floor and the upper floor are supported by the beams held by the pillars. A wooden structure with a floor structure or ceiling structure, the base is a combination of L-shaped steel, the beam structure is a combination of H-shaped steel, and the columns are L-shaped.
It has a structure in which it is fixed to the shape steel and the H-shape steel by at least bolts and screw bolts,
The combination of wood with L-shaped steel and H-shaped steel made the structure extremely simple.

【0014】そして、木材を用いた場合の土台及び梁構
造のように、その構造が複雑で、例えば、柱の組合せの
ためにそれぞれの組合せ部分にはほぞの加工(突起及び
孔の加工)が必要であり、そのための墨付け、加工作業
には熟練を必要とし熟練技術者でなけれ扱うことが出来
ず、熟練技術者であつても構成所要時間の短縮は不可能
であつたのに対し、本発明の木造建築物は何等熟練を必
要とせず、かつ未熟練者であつてもその加工、組立を簡
単、容易に実施可能である。
Further, the structure is complicated like the base and beam structure when using wood, and for example, tenon processing (processing of protrusions and holes) is performed on each combination portion for combination of columns. It is necessary, and the blacking and processing work for that purpose requires skill and cannot be handled by a skilled technician, and even a skilled technician could not shorten the configuration required time. The wooden building of the present invention does not require any skill, and even an unskilled person can easily and easily carry out its processing and assembly.

【0015】又、梁と柱の結合は特異的であるため同種
材料間で互換性がないため、未熟練者ではその組立の作
業性は低く、熟練技術者のみならず一般的に人手不足の
状態では、建築所要時間が長く、住宅建設の促進、住宅
建設費のコストダウンは困難な状態になつているのに対
して、本発明の木造建築物では、組み立て作業は、ボル
ト、スクリュウボルトによる固定が主なる作業となるの
で、未熟練者でも、特別の訓練を必要とすることなく、
組み立て作業に従事することができ、建築所要時間の短
縮ができ、価格の低廉化を可能とすることが出来る。
Further, since the beam and the column are uniquely coupled to each other and there is no compatibility between the same materials, the workability of assembling the unskilled person is low, and not only the skilled engineer but generally the manpower is insufficient. In the state, it takes a long time to build, and it is difficult to promote the housing construction and reduce the cost of housing construction. On the other hand, in the wooden building of the present invention, the assembly work is performed by using bolts and screw bolts. Since fixing is the main work, even unskilled people do not need special training,
It is possible to engage in assembly work, shorten the time required for construction, and lower the price.

【0016】[0016]

【実施例】以下、実施例について説明する。EXAMPLES Examples will be described below.

【0017】先ず、本発明の木造建築物の一実施例とし
て、土台の構造について説明する。
First, the structure of the base will be described as an embodiment of the wooden building of the present invention.

【0018】図1は木造建築物の要部の断面を示す説明
図、図2は図1のA−A矢視断面図であり、1は土盛、
2は建築物の外周を構成する基礎(外周基礎)、3は、
例えば、独立石用に構築される基礎(独立基礎)、4は
外周基礎2及び独立基礎3上に構成されるスラブ
(床)、5及び6はそれぞれ外周基礎2及び独立基礎3
が植立される割栗、7及び8はそれぞれ外周基礎用及び
独立基礎用の鉄筋、9はスラブ用の鉄筋でその端部は外
周基礎用の鉄筋7の上部と係合するようになつている。
10は土盛1上に設置さされる発泡性プラスチックより
なる充填材、11はアンカーボルト12によつて外周基
礎2上に取り付けられるL型鋼13及び14よりなる土
台、15は2個のL型鋼13及び14を一体に固定する
ボルト、16は柱、17は柱取付け用のスクリューボル
ト、18は補強用のスクリュウボルト、19は幅木、2
0は床フロワーを示している。なお、図1には基礎とし
て外周基礎と独立基礎のみ示してあるが、一般的には、
この他に外周基礎内に位置し外周基礎の少なくと2個所
を結ぶか、或いは独立して仕切り基礎が設けてある。
FIG. 1 is an explanatory view showing a cross section of a main part of a wooden building, FIG. 2 is a cross sectional view taken along the line AA of FIG.
2 is the foundation (peripheral foundation) that constitutes the outer periphery of the building, 3 is
For example, a foundation constructed for independent stones (independent foundation), 4 is a slab (floor) constructed on the outer peripheral foundation 2 and the independent foundation 3, and 5 and 6 are the outer peripheral foundation 2 and the independent foundation 3 respectively.
The split chestnuts to be planted, 7 and 8 are the reinforcing bars for the outer peripheral foundation and the independent foundation, 9 is the reinforcing bar for the slab, and its ends engage with the upper portion of the reinforcing bar 7 for the outer peripheral foundation. There is.
10 is a filling material made of foamable plastic installed on the embankment 1, 11 is a base made of L-shaped steels 13 and 14 mounted on the outer peripheral foundation 2 by anchor bolts 12, and 15 is two L-shaped steels 13. Bolts for fixing 14 and 14 together, 16 for pillars, 17 for screw bolts for mounting pillars, 18 for screw bolts for reinforcement, 19 for skirting boards, 2
0 indicates the floor floor. In addition, although only the outer peripheral foundation and the independent foundation are shown in FIG. 1, as a foundation, in general,
In addition to this, at least two places of the outer peripheral foundation are located inside the outer peripheral foundation, or a partition foundation is provided independently.

【0019】この木造建築物の構築に当たつては、表面
が平らに整地された土盛1の所要個所に設けた外周基礎
2及び独立基礎3用の割栗5及び6の上にそれぞれ鉄筋
7及び8(例えば13φ)をそれぞれの下端をコンクリ
ートによつて固定する。ついで、仮枠を外周基礎2の外
周を規制する位置に設置する。次に、独立基礎3の位置
に空間が形成できるように穴が設けられている発泡プラ
スチックよりなる充填材10を設置する。充填材10の
上面にスラブ用の鉄筋9(例えば10φ)を配筋する。
この際、スラブ用の鉄筋9の端部は外周基礎用の鉄筋7
側に折曲げ鉄筋7と係合するようにする。このように鉄
筋が配置された状態でコンクリートが打設される。
In constructing this wooden building, the reinforcing bars are respectively placed on the outer peripheral foundation 2 and the split chestnuts 5 and 6 for the independent foundation 3 provided at the required places of the earthwork 1 whose surface is leveled. The lower ends of 7 and 8 (for example, 13φ) are fixed with concrete. Next, the temporary frame is installed at a position that regulates the outer circumference of the outer circumference foundation 2. Next, the filler 10 made of foamed plastic having holes formed therein so as to form a space at the position of the independent foundation 3 is installed. The reinforcing bar 9 (for example, 10φ) for the slab is arranged on the upper surface of the filling material 10.
At this time, the end of the reinforcing bar 9 for the slab is the reinforcing bar 7 for the outer peripheral foundation.
The side is engaged with the bent reinforcing bar 7. Concrete is poured with the reinforcing bars arranged in this manner.

【0020】このようにしてコンクリートの打設が終
り、このコンクリートが固化しないうちに、土台11を
構成するL型鋼13をその一辺が外周基礎2の辺に平行
になるように載置し、アンカーボルト12をコンクリー
ト中に挿入しコンクリートを固化させる。なお、土台1
1を構成するL型鋼13は長尺のL型鋼で構成される
が、長尺のL型鋼13の一部には、図2に示す如く、短
尺のL型鋼14をそれぞれの一辺を重ね、それぞれの他
の辺が平行でその間に柱16の端部が挿入出来る間隔を
保持してボルト15で一体化して置き、これを未固化状
態のコンクリート上に載置しコンクリートの固化によつ
て、L型鋼13及びL形鋼14で土台11が構成され
る。土台11の構成が終ると、L型鋼13とL型鋼14
との間に柱18の端部を挿入し、L型鋼13及びL形鋼
14間にスクリュウボルト17を打ち込み柱16をL型
鋼13、14よりなる土台11に植立した状態で固定す
る。スクリュウボルト17の代わりにボルトを用いても
よい。
In this way, before the concrete is poured and the concrete is not solidified, the L-shaped steel 13 constituting the base 11 is placed so that one side thereof is parallel to the side of the outer peripheral foundation 2 and the anchor The bolt 12 is inserted into the concrete to solidify the concrete. The base 1
The L-shaped steel 13 constituting 1 is composed of a long L-shaped steel, but a part of the long L-shaped steel 13 is overlapped with a short L-shaped steel 14 as shown in FIG. The other sides of the pillar 16 are parallel to each other, and the ends of the pillars 16 can be inserted between them to hold them together with bolts 15. The bolts 15 are placed on unconsolidated concrete to solidify the concrete. The base 11 is composed of the shaped steel 13 and the L-shaped steel 14. When the construction of the base 11 is completed, the L-shaped steel 13 and the L-shaped steel 14
The end portion of the pillar 18 is inserted between and, and the screw bolt 17 is driven between the L-shaped steel 13 and the L-shaped steel 14 to fix the pillar 16 in a state of being erected on the base 11 composed of the L-shaped steels 13 and 14. A bolt may be used instead of the screw bolt 17.

【0021】なお、この実施例においては土台11上に
L型鋼13、14を固定する場合、L型鋼13、14の
固定は基礎を構成するコンクリートの固化前に行なわれ
るが、外周基礎用の割栗5で基礎補強用の鉄筋7を固定
する際同時に、上端の位置が同じ高さに揃えてあるL型
鋼位置決め用の複数本のアンカーボルトを固定しておけ
ば、L型鋼13、14の位置決めに当たり、このアンカ
ーボルト21の先端とL型鋼、13、14との接触によ
つて、土台11の位置決めを極めて容易に実施すること
ができる。
In this embodiment, when the L-shaped steels 13 and 14 are fixed on the base 11, the L-shaped steels 13 and 14 are fixed before the concrete forming the foundation is solidified. When fixing the reinforcing bars 7 for foundation reinforcement with the chestnuts 5, at the same time, by fixing a plurality of anchor bolts for positioning the L-shaped steel whose upper end positions are aligned at the same height, positioning of the L-shaped steels 13 and 14 is performed. In this case, the base 11 can be positioned very easily by the contact between the tip of the anchor bolt 21 and the L-shaped steel 13, 13 and 14.

【0022】次に、本発明の他の実施例として梁の構造
について説明する。
Next, a beam structure will be described as another embodiment of the present invention.

【0023】図3は一部断面平面図、図4は図3のB方
向から見た側面図である。これらの図において、21及
び22は互い直角をなして配置されるH型鋼、H型鋼2
1及び22の端部には、夫れ夫れ盲板21a及び22a
が、例えば、溶接によつて取付けてあり、その隣接する
部分を、例えば、図3に点線で示した如く、L型鋼23
を介しボルト留めして梁構造が構成される。このような
H型鋼21及び22を、開口部が上下方向を向き、かつ
その端部が線状接触するように配置した場合、互いに隣
接するH型鋼21及びH型鋼22によつて隅部が形成さ
れる。24はこのようにして形成された隅部の空間内に
位置決めされた通し柱で、通し柱24の露出する面24
aとこの面に対向する盲板21aとの間、通し柱24の
露出する面24bとこの面に対向する盲板22aとの間
にそれぞれボルト25a、25b、26a、26bを挿
通して、通し柱24を固定する。図3の24c及び24
dは添え柱を示している。
FIG. 3 is a partially sectional plan view, and FIG. 4 is a side view seen from the direction B in FIG. In these figures, 21 and 22 are H-section steels and H-section steels 2 arranged at right angles to each other.
At the ends of 1 and 22, blind plates 21a and 22a are provided.
Is attached by, for example, welding, and the adjacent portion thereof is, for example, as shown by a dotted line in FIG.
The beam structure is constructed by bolting through. When such H-shaped steels 21 and 22 are arranged such that the openings are oriented in the vertical direction and the ends thereof are in linear contact, the corners are formed by the H-shaped steels 21 and 22 adjacent to each other. To be done. Reference numeral 24 denotes a through column positioned in the space of the corner formed in this way, and the exposed surface 24 of the through column 24
bolts 25a, 25b, 26a, 26b are inserted between a and the blind plate 21a facing this surface, and between the exposed surface 24b of the through column 24 and the blind plate 22a facing this surface, respectively. To fix. 24c and 24 of FIG.
d indicates a pillar.

【0024】さらに他の実施例として一般の柱の取付け
構造について説明する。
As another embodiment, a general column mounting structure will be described.

【0025】図5は要部断面平面図、図6は図5のC方
向から見た側面図である。これらの図で、27及び28
はは互いに直角をなして配置されるH型鋼、H型鋼27
の端部には、盲板27aが、例えば、溶接によつて取付
けてあり、H形鋼27とH形鋼28とはL型鋼29及び
ボルト30を用いて接合し梁構造が構成される。なお、
例えば、盲板27aとH型鋼28の側辺とをボルトで固
定してもよい。31及び32は柱、33及び34はH型
鋼28の相対向する面に挿通してそれぞれ柱31及び柱
32を固定するボルトを示している。そして、このよう
に構成された梁構造のH型鋼27及び28の開口部は上
方向及び下方向を向いている。従つて、この下向きの開
口部28aに柱31の上端部を挿入し、その上向きの開
口部28bに柱32の下端部を挿入しH型鋼28の開口
端を構成する二辺の間にボルト33及び34を挿通して
柱31及び32を固定する。なお、図6に示すように、
添え板35を用いその一端部をボルト34に保持させ他
の端部をスクリュウボルト36を用い直接柱32に打ち
込みH型鋼28による柱の保持を強化することが出来
る。
FIG. 5 is a cross-sectional plan view of an essential part, and FIG. 6 is a side view seen from the direction C of FIG. 27 and 28 in these figures
H-shaped steel and H-shaped steel 27 arranged at right angles to each other
A blind plate 27a is attached to the end of the H-shaped steel 27 and the H-shaped steel 28 with an L-shaped steel 29 and a bolt 30 to form a beam structure. In addition,
For example, the blind plate 27a and the side of the H-shaped steel 28 may be fixed with bolts. Reference numerals 31 and 32 denote pillars, and 33 and 34 denote bolts that are inserted through the opposite surfaces of the H-shaped steel 28 to fix the pillars 31 and 32, respectively. The openings of the H-shaped steels 27 and 28 having the beam structure thus configured face upward and downward. Therefore, the upper end of the column 31 is inserted into the downward opening 28a, the lower end of the column 32 is inserted into the upward opening 28b, and the bolt 33 is provided between the two sides forming the open end of the H-shaped steel 28. And 34 are inserted to fix the columns 31 and 32. In addition, as shown in FIG.
It is possible to reinforce the retention of the column by the H-shaped steel 28 by using the attachment plate 35 to hold one end of the column on the bolt 34 and the other end directly on the column 32 using the screw bolt 36.

【0026】またさらに他の実施例として木材よりなる
横梁の構造について説明する。
As still another embodiment, the structure of a horizontal beam made of wood will be described.

【0027】図7は断面図、図8は図7のD方向から見
た側面図である。これらの図で、35はH型鋼、36及
び37は柱、38及び39はH型鋼35にその一辺で固
定されているL型鋼、40は2枚のL型鋼38及び39
の間に挿入される木材よりなる横梁、41、42、及
び、43はL型鋼38をH型鋼35又は柱36に固定す
るためのボルト、44は梁40をL型鋼38及び39に
固定するためのボルトを示している。この場合、L型鋼
38及び39をH型鋼35に固定するに当り部分的には
柱36を介して固定している。
FIG. 7 is a sectional view and FIG. 8 is a side view seen from the direction D in FIG. In these figures, 35 is an H-shaped steel, 36 and 37 are columns, 38 and 39 are L-shaped steels fixed to the H-shaped steel 35 at one side, and 40 is two L-shaped steels 38 and 39.
Cross beams 41, 42 and 43 made of wood inserted between the bolts for fixing the L-shaped steel 38 to the H-shaped steel 35 or the column 36, and 44 for fixing the beam 40 to the L-shaped steels 38 and 39. Shows the bolt of. In this case, when the L-shaped steels 38 and 39 are fixed to the H-shaped steel 35, they are partially fixed via the columns 36.

【0028】なお、以上の実施例では、土台、梁構造、
通し柱、一般の柱、木材よりなる横梁などについて説明
したが、その他の構造もH型鋼及びL型鋼と木材との組
み合わせによつて、同様に組立ての容易な構造を得るこ
とができる。
In the above embodiment, the base, the beam structure,
Through columns, general columns, horizontal beams made of wood, etc. have been described, but other structures can also be obtained by combining H-shaped steel and L-shaped steel with wood to obtain a structure that is easily assembled.

【0029】以上の実施例では、土台及び梁構造に木材
を用いず、L型鋼又はH型鋼を用いているので、それら
の構造は極めて簡単になり、組立てに熟練技術を全く必
要とせず、かつ組立ては簡単、容易である。そのため、
熟練技術者を必要としないのみならず、人手を最小限に
することも可能であるので、現在の熟練技術者が不足し
作業者の確保の困難な状態においても、木造建築物の建
設を可能とし、さらに時間の短縮、住宅建築費の低廉化
等を可能とすることのできる木造建築物及びその構築法
を提供可能とするものであるのみならず、地下資源の取
入れにより、木材の使用量の縮減をはかることも出来る
ので緑の減少による地球環境の悪化防止にも効果的であ
る。
In the above embodiments, since the foundation and the beam structure do not use wood but L-type steel or H-type steel, those structures are extremely simple, and no skill is required for assembly, and Assembly is simple and easy. for that reason,
Not only does it require no skilled technician, but it is also possible to minimize manpower, so it is possible to construct a wooden structure even if it is difficult to secure workers due to lack of skilled technicians at present. In addition to providing wooden structures and construction methods that can shorten the time and reduce the cost of housing construction, the amount of timber used can be increased by incorporating underground resources. It is also effective to prevent the deterioration of the global environment due to the decrease in green because it can be reduced.

【0030】特に、図1に示したような構造の基礎と合
わせ用いるときは、基礎を含めた木造構造物について上
述の如き効果を得ことが出来る。
In particular, when used in combination with the foundation of the structure shown in FIG. 1, the above-mentioned effects can be obtained for the wooden structure including the foundation.

【0031】[0031]

【発明の効果】本発明は、未熟練者でも実施でき、建築
所要時間の短縮、住宅建築費の低廉化等を可能とするこ
とのできる木造建築物及びその構築方法を提供可能とす
るもので、産業上の効果の大なるものである。
INDUSTRIAL APPLICABILITY The present invention can provide a wooden building and a construction method thereof which can be carried out by an unskilled person and which can shorten the time required for building and reduce the cost of building a house. , The industrial effect is great.

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

【図1】本発明の木造建築物の一実施例の要部の断面を
示す説明図である。
FIG. 1 is an explanatory view showing a cross section of a main part of an embodiment of a wooden building of the present invention.

【図2】図1のA−A方向矢視断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.

【図3】同じく他の実施例の一部断面平面図である。FIG. 3 is a partially sectional plan view of another embodiment of the same.

【図4】図3のB方向から見た側面図である。FIG. 4 is a side view seen from the direction B in FIG.

【図5】同じくさらに他の実施例の要部断面平面図であ
る。
FIG. 5 is a cross-sectional plan view of an essential part of still another embodiment.

【図6】図5のC方向から見た側面図である。6 is a side view seen from the direction C in FIG.

【図7】同じくさらにまた他の実施例の側面図である。FIG. 7 is a side view of still another embodiment.

【図8】図7のD方向から見た側面図である。FIG. 8 is a side view seen from the direction D in FIG. 7.

【符号の説明】[Explanation of symbols]

1…土盛、2…外周基礎、3…独立基礎、4…スラブ
(床)、7…(外周基礎2の)鉄筋、8…(独立基礎3
の)鉄筋、9…(スラブの)鉄筋、10…(発泡性プラ
スチックよりなる)充填材、11…土台、13、14…
L型鋼、15…ボルト、16…柱、17、18…スクリ
ュウボルト、27、28…H型鋼、31、32…柱、3
3、34…ボルト。
1 ... Embankment, 2 ... Perimeter foundation, 3 ... Independent foundation, 4 ... Slab (floor), 7 ... Reinforcing bar (of peripheral foundation 2), 8 ... (Independent foundation 3)
Reinforcing bar, 9 ... (Slab) reinforcing bar, 10 ... Filler (made of expandable plastic), 11 ... Base, 13, 14 ...
L-shaped steel, 15 ... Bolts, 16 ... Pillars, 17, 18 ... Screw bolts, 27, 28 ... H-shaped steels, 31, 32 ... Pillars, 3
3, 34 ... bolts.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート打ちした基礎上に載設され
た土台上に柱を植立し、該柱によつて保持させた梁によ
つて下階の天井構造及び上階の床構造又は天井構造が構
成されている木造建築物において、前記土台がL型鋼の
組合せ、前記梁構造がH型鋼の組合せよりなり、前記柱
が前記L型鋼及び前記H型鋼にボルト及びスクリュウボ
ルトのうち少なくと前記ボルトによつて固定されている
ことを特徴とする木造建築物。
1. A ceiling structure on a lower floor and a floor structure or a ceiling structure on a lower floor by a beam which is erected on a foundation placed on a concrete-cast foundation and is held by the pillar. In the wooden building, the base is made of a combination of L-shaped steels, the beam structure is made of a combination of H-shaped steels, and the columns are at least the bolts and screw bolts of the L-shaped steels and the H-shaped steels. Wooden building characterized by being fixed by
【請求項2】 前記基礎が、外周基礎と、仕切り基礎
と、独立基礎と、該外周基礎、該仕切り基礎、及び該独
立基礎によつて支持される床とが一体構造のコンクリー
ト構造体よりなり、前記外周基礎、前記仕切り基礎、前
記独立基礎、及び前記床と土盛との間に形成される空間
内に発泡性プラスチックよりなる充填材を充填して構成
されている請求項1記載の木造建築物。
2. The foundation is a concrete structure in which an outer peripheral foundation, a partition foundation, an independent foundation, and the outer peripheral foundation, the partition foundation, and a floor supported by the independent foundation are integral structures. 2. The wooden structure according to claim 1, wherein a filling material made of expandable plastic is filled in a space formed between the outer peripheral foundation, the partition foundation, the independent foundation, and the floor and the earthwork. Building.
【請求項3】 コンクリート打ちした基礎上に載設され
た土台上に柱を植立し、これらの柱によつて保持させた
梁によつて下階の天井構造及び上階の床構造又は天井構
造が構成される木造建築物の構築方法において、前記基
礎上に長尺の第1のL型鋼を第1の辺を前記基礎の外周
に沿つて配置し第2の辺で前記基礎に固定して土台を構
成し、前記第1のL型鋼の前記第1の辺に向い合う位置
で一階の前記柱を植立する位置に、短尺の第2のL型鋼
をその第1の辺が前記第1のL型鋼の第1の辺に平行に
位置し第2の辺で前記基礎上に固定し、前記第1のL型
鋼の第1の辺と前記第2のL型鋼の第1の辺とで開口部
を構成し、該開口部に前記一階の柱の下端部を挿入し
て、該柱をボルト及びスクリュウボルトのうち少なくと
も前記ボルトを用いて、前記第1及び第2のL型鋼の間
に固定することを特徴とする木造建築物の構築方法。
3. A ceiling structure on the lower floor and a floor structure or ceiling on the upper floor by means of beams which are erected on a foundation placed on a concrete-cast foundation and which are held by these pillars. In the method of constructing a wooden structure having a structure, a long first L-shaped steel is arranged on the foundation with a first side along the outer circumference of the foundation and fixed to the foundation with a second side. To form a base, and at a position where the pillar of the first floor is to be planted at a position facing the first side of the first L-shaped steel, the first side of the short second L-shaped steel is A first side of the first L-shaped steel and a first side of the second L-shaped steel, which are parallel to the first side of the first L-shaped steel and fixed on the foundation at the second side. To form an opening, and insert the lower end of the pillar of the first floor into the opening, and use the pillar by using at least the bolt of a bolt and a screw bolt. And a method of constructing a wooden building, characterized by fixing between the first and second L-shaped steels.
【請求項4】 前記土台上へのL型鋼の固定を、該土台
を構成するコンクリートの固化前に行ない、あらかじめ
前記基礎用の割栗に下端が固定され上端の位置が同じ高
さに揃えてある複数本のアンカーボルトによつて前記L
型鋼を位置決めする請求項3記載の木造建築物の構築方
法。
4. The L-shaped steel is fixed on the base before the concrete forming the base is solidified, and the lower end of the split chestnut for the foundation is fixed and the upper end positions are aligned at the same height in advance. By using a plurality of anchor bolts, the L
The method for constructing a wooden building according to claim 3, wherein the shaped steel is positioned.
【請求項5】 コンクリート打ちした基礎上に載設され
た土台上に柱を植立し、これらの柱によつて保持させた
梁によつて下階の天井構造及び上階の床構造又は天井の
構造が構成される木造建築物の構築方法において、端部
に盲板を固着した複数本のH型鋼を、開口部が上下方向
を向き、かつその端部が線状接触するように配置して、
互いに隣接する前記H型鋼によつて隅部を形成して梁構
造を構成し、形成された隅部の空間内に通し柱を設置
し、該通し柱の露出する面と該面に対向する前記盲板の
間にボルト及びスクリュウボルトのうち少なくとも前記
ボルトを用いて前記通し柱を固定することを特徴とする
木造建築物の構築方法。
5. A ceiling structure on the lower floor and a floor structure or ceiling on the upper floor by means of beams which are erected on a foundation placed on a concrete-cast foundation and are supported by these pillars. In the method for constructing a wooden building having the structure described above, a plurality of H-shaped steels having blind plates fixed to the ends are arranged so that the openings are oriented in the vertical direction and the ends are in linear contact. hand,
A corner is formed by the H-shaped steels adjacent to each other to form a beam structure, and a through pillar is installed in the space of the formed corner, and between the exposed surface of the through pillar and the blind plate facing the surface. A method for constructing a wooden building, characterized in that the through column is fixed by using at least the bolt among the bolt and the screw bolt.
【請求項6】 コンクリート打ちした基礎上に載設され
た土台上に柱を植立し、これらの柱によつて保持させた
梁によつて下階の天井構造及び上階の床構造又は天井の
構造が構成される木造建築物の構築方法において、H型
鋼を開口部が上下方向を向くように配置し、該H型鋼の
下方向の前記開口部に下階の前記柱の上端を挿入し、上
方向の前記開口部に上階の前記柱の下端を挿入し、前記
H型鋼の二つの辺の間に挿通したボルト及びスクリュウ
ボルトのうち少なくとも前記ボルトを用いて前記柱を固
定することを特徴とする木造建築物の構築方法。
6. A ceiling structure on the lower floor and a floor structure or ceiling on the upper floor by means of beams which are erected on a foundation placed on a concrete-cast foundation and are held by these pillars. In the method for constructing a wooden building having the structure described above, the H-shaped steel is arranged so that the openings are oriented in the vertical direction, and the upper ends of the columns on the lower floor are inserted into the openings in the downward direction of the H-shaped steel. , Inserting the lower end of the pillar on the upper floor into the opening in the upward direction, and fixing the pillar using at least the bolt of a bolt and a screw bolt inserted between the two sides of the H-shaped steel. A method of constructing a characteristic wooden building.
【請求項7】 コンクリート打ちした基礎上に載設され
た土台上に柱を植立し、これらの柱によつて保持させた
梁によつて下階の天井構造及び上階の床構造又は天井の
構造が構成される木造建築物の構築方法において、前記
基礎を構成するコンクリートを打設する工程と、前記コ
ンクリートが硬化する前に前記基礎上に長尺の第1のL
型鋼を前記基礎の外周に沿つて配置し、第2の辺で前記
基礎に固定して土台を構成し、前記第1のL型鋼の前記
第1の辺に向い合う位置で一階の前記柱を植立する位置
に短尺の第2のL型鋼をその第1の辺が前記第1のL型
鋼の第1の辺に平行に位置し第2の辺で前記基礎上に固
定し、前記第1のL型鋼と前記第2のL型鋼の第1の辺
とで開口部を構成し、該開口部に前記一階の柱の下端部
を挿入して該柱をボルト及びスクリュウボルトのうち少
なくとも前記ボルトで前記第1及び第2のL型鋼の間に
固定する工程と、端部に盲板を固着した複数本のH型鋼
を、開口部が上下方向を向き、かつその端部が線状接触
するように配置して、互いに隣接する前記H型鋼によつ
て隅部を形成して梁構造を構成し、形成された隅部の空
間内に通し柱を設置し、該通し柱の露出する面と該面に
対向する前記盲板の間にボルト及びスクリュウボルトの
うち少なくとも前記ボルトを用いて前記通し柱を固定す
る工程と、前記H型鋼の下方向の前記開口部に下階の前
記柱の上端を挿入し、上方向の前記開口部に上階の前記
柱の下端を挿入し、前記H型鋼の二つの辺の間に挿通し
たボルト及びスクリュウボルトのうち少なくとも前記ボ
ルトを用いて前記柱を固定する工程とを有することを特
徴とする木造建築物の構築方法。
7. A ceiling structure on the lower floor and a floor structure or ceiling on the upper floor by means of beams which are erected on a foundation placed on a concrete-cast foundation and are held by these pillars. In the method of constructing a wooden building having the structure of No. 1, a step of placing concrete constituting the foundation, and a long first L on the foundation before the concrete hardens.
The shaped steel is arranged along the outer periphery of the foundation, fixed to the foundation at the second side to form a base, and the pillar on the first floor at a position facing the first side of the first L-shaped steel. A second short L-shaped steel at a position where it is planted, the first side of which is parallel to the first side of the first L-shaped steel and is fixed on the foundation at the second side, and The first L-shaped steel and the first side of the second L-shaped steel form an opening, and the lower end of the column on the first floor is inserted into the opening to attach the column to at least one of a bolt and a screw bolt. The step of fixing between the first and second L-shaped steels with the bolts, and the plurality of H-shaped steels with blind plates fixed to the ends, the openings are oriented in the vertical direction, and the ends are linear. The H-shaped steels are arranged so as to be in contact with each other to form a corner by the adjacent H-shaped steels to form a beam structure, and a through column is provided in the space of the formed corner. Then, a step of fixing the through-column by using at least the bolt among the bolt and the screw bolt between the exposed surface of the through-column and the blind plate facing the surface, and the step of fixing the through-column to the downward opening of the H-shaped steel. Insert the upper end of the pillar of the floor, insert the lower end of the pillar of the upper floor into the opening in the upward direction, at least the bolt of the bolt and screw bolt inserted between the two sides of the H-shaped steel And a step of fixing the pillar by using the method.
JP3158268A 1991-06-28 1991-06-28 Wooden house and construction method thereof Pending JPH05118085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3158268A JPH05118085A (en) 1991-06-28 1991-06-28 Wooden house and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3158268A JPH05118085A (en) 1991-06-28 1991-06-28 Wooden house and construction method thereof

Publications (1)

Publication Number Publication Date
JPH05118085A true JPH05118085A (en) 1993-05-14

Family

ID=15667900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3158268A Pending JPH05118085A (en) 1991-06-28 1991-06-28 Wooden house and construction method thereof

Country Status (1)

Country Link
JP (1) JPH05118085A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239799A (en) * 2015-11-20 2016-01-13 盐城工学院 Prefabricated culture gallery device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239799A (en) * 2015-11-20 2016-01-13 盐城工学院 Prefabricated culture gallery device

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