JPH04330132A - Method for construction wooden frame - Google Patents

Method for construction wooden frame

Info

Publication number
JPH04330132A
JPH04330132A JP3004196A JP419691A JPH04330132A JP H04330132 A JPH04330132 A JP H04330132A JP 3004196 A JP3004196 A JP 3004196A JP 419691 A JP419691 A JP 419691A JP H04330132 A JPH04330132 A JP H04330132A
Authority
JP
Japan
Prior art keywords
frame
horizontal member
brace
columns
verticality
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
JP3004196A
Other languages
Japanese (ja)
Inventor
Yasuo Nakahara
中原 靖雄
Kunio Nakahara
中原 國雄
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.)
Mitsuwa Co Ltd
Original Assignee
Mitsuwa Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsuwa Co Ltd filed Critical Mitsuwa Co Ltd
Priority to JP3004196A priority Critical patent/JPH04330132A/en
Publication of JPH04330132A publication Critical patent/JPH04330132A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Abstract

PURPOSE:To facilitate the wall constructing works by forming each wall unit out of a lower horizontal member on the base and an upper horizontal member set over them, and fixing one-side ends of diagonal bracing members provided with a number of detent holes to the diagonal upper and lower ends of the wall unit while the verticality of the columns is being corrected. CONSTITUTION:A plurality of columns 3 are installed upright on a lower horizontal member 2 placed upon the base 1, and an upper horizontal member 4 such as a beam or grinder is fixed on them 3 to constitute a framework A. Thus a wall unit (b) is constructed. One end of each diagonal bracing member 5 studded with a number of detent holes 6 is secured to the top or bottom of this wall unit (b), and upon correcting the verticality of the columns 3, the other ends of the diagonal bracing members 5 are fixed so as present X from. Thereby the diagonal bracing member setting and verticality adjustment can be done at one time, which should enhance the effectiveness in works and facilitate obtainment of the vertical setting of the columns 3.

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、木造建築業界等におい
て用いる木造骨組み構築方法に係るもので、詳しくは、
木造軸組工法すなわち在来工法において、骨組みを構築
する際に、水平材と柱とに筋違い材を対角線状に掛け渡
してその一方を水平材に固定し、該柱の傾倒作業により
その垂直度が得られたところで、前記筋違い材の他方を
骨組みに固定することにより、仮筋違いと本筋違いとが
一度に行なえて作業性と作業能率が大幅に向上すると共
に、前記筋違い材の他方を水平材または柱に取り付けた
牽引手段で引っ張ることにより、柱の垂直度が簡単に得
られる木造骨組み構築方法に関する。
[Industrial Application Field] The present invention relates to a method of constructing a wooden frame used in the wooden construction industry, etc.
In the wooden frame construction method, that is, the conventional construction method, when constructing a frame, brace members are strung diagonally between the horizontal members and the columns, one of which is fixed to the horizontal members, and the verticality is adjusted by tilting the columns. By fixing the other side of the bracing material to the frame, temporary reinforcement and main reinforcement can be made at the same time, greatly improving workability and efficiency. Alternatively, the present invention relates to a method of constructing a wooden frame in which the verticality of columns can be easily obtained by pulling with a traction means attached to the columns.

【0002】0002

【従来の技術】従来、木造建築業界において建造される
骨組みcは、図7に示すように、基礎20上の土台21
に二本の柱22,22 を所定間隔で立て、この二本の
柱に梁や桁あるいは胴差し23等を取り付けて長方形の
壁体24を形成したもので、この壁体24の中に圧縮筋
違いの場合は、図示してないが、柱とほぼ同寸の断面を
有する部材を対角線状に取り付け、また、引っ張り筋違
いの場合は、同図に示すように、平板状の筋違い25,
25 を対角線状に取り付けたもので、これら筋違い2
5,25 は一定の割合で壁体24に入れて補強するこ
とが耐震上の見地から建築基準法により義務付けられて
いる。
[Prior Art] Conventionally, a frame c constructed in the wooden construction industry has a foundation 21 on a foundation 20, as shown in FIG.
Two pillars 22, 22 are erected at a predetermined interval, and beams, girders, beams 23, etc. are attached to these two pillars to form a rectangular wall 24. In the case of a brace, a member having a cross section of approximately the same size as the column is attached diagonally (not shown), and in the case of a tension brace, a flat plate brace 25, as shown in the figure, is attached.
25 are attached diagonally, and these 2
5 and 25 are required to be reinforced by incorporating them into the wall 24 at a certain rate from the standpoint of earthquake resistance, according to the Building Standards Act.

【0003】そして、これら筋違い25,25 は構造
材であるため、その端部を他の部材と補強金物や連結部
材を用いて強固に取り付ける必要があって、骨組み構築
時は柱の垂直を正確に出して、一旦、仮筋違いにより両
者を釘等により打ち付けて仮止めしておき、前記筋違い
の端部を他の部材と密着的に当接するように、図8に示
すような直角等の切断加工26を行なったり、図9に示
すように、土台等の水平材21または柱23あるいはそ
の両者には前記加工された筋違い25の端部26が係合
する仕口27を形成した後、本筋違いとして取り付けて
いたものである。
[0003] Since these braces 25, 25 are structural members, their ends must be firmly attached to other members using reinforcing hardware or connecting members, and when constructing the frame, it is necessary to ensure that the columns are vertically aligned accurately. 8, and then temporarily fasten them together by nailing them together with nails, etc., and then cut them at right angles, etc., as shown in Figure 8, so that the ends of the reinforcement come into close contact with other members. After performing the processing 26 and forming a joint 27 in which the end portion 26 of the processed brace 25 engages with the horizontal member 21 such as the base or the pillar 23 or both, as shown in FIG. It was installed as a misfit.

【0004】また、前記した筋違いは真壁造の場合は、
骨組みの壁体に取り付けることは施工上困難であって、
該壁体に十分奥行がないと水平荷重に耐え得る強度を持
った構造材が用いられない。
[0004] In addition, in the case of Makabe-zukuri, the above-mentioned braces are
It is difficult in construction to attach it to the frame wall,
If the wall does not have sufficient depth, structural materials that have the strength to withstand horizontal loads cannot be used.

【0005】[0005]

【発明が解決しようとする課題】解決しようとする問題
点は、木造軸組工法すなわち在来工法において、骨組み
を構築する際に、水平材と柱とに簡単かつ迅速で十分に
強度を有する筋違いを取り付けることができない点であ
る。
[Problem to be Solved by the Invention] The problem to be solved is that in the wooden frame construction method, that is, the conventional construction method, when constructing a frame, it is necessary to provide simple, quick, and sufficiently strong bracing for horizontal members and columns. The point is that it cannot be installed.

【0006】したがって、本発明は前記した問題点を解
決するためになされたもので、骨組みを構築する際に、
水平材と柱とに筋違い材を対角線状に掛け渡してその一
方を固定し、該柱の垂直度が得られたところで前記筋違
い材の他方を骨組みに固定することにより、仮筋違いと
本筋違いとが一度に行なえて作業性と作業能率が大幅に
向上すると共に、前記筋違い材の他方を水平材または柱
に取り付けた牽引手段で引っ張ることにより、柱の垂直
度が簡単に得られる木造骨組み構築方法を提供すること
を目的としている。
[0006] Therefore, the present invention has been made to solve the above-mentioned problems, and when constructing a frame,
By extending braces diagonally across the horizontal members and columns and fixing one of them, and when the verticality of the column is obtained, fixing the other of the braces to the frame, it is possible to distinguish between temporary reinforcement and main reinforcement. A method for constructing a wooden frame in which the workability and work efficiency can be greatly improved by performing the above-mentioned braces at once, and the verticality of the columns can be easily obtained by pulling the other side of the brace with a horizontal member or a traction means attached to the columns. is intended to provide.

【0007】[0007]

【課題を解決するための手段】前記した目的を達成する
ための本発明の手段は、下水平材に二本の柱を立て、該
二本の柱を上水平材により連結して方形状の骨組みを形
成する木造軸組工法において、多数の係止孔を散在させ
た筋違い材の一方端部を、前記骨組みの下部または上部
へ対角線状筋違いとなるように固定し、柱の垂直度を修
正した後、前記筋違い材の他方端部を前記骨組みの上部
または下部へ固定した、木造骨組み構築方法と、下水平
材に二本の柱を立て、この二本の柱を上水平材により連
結して方形状の骨組みを形成する木造軸組工法において
、多数の係止孔を散在させた筋違い材の一方端部を、前
記した骨組みの下部または上部へ対角線状筋違いとなる
ように固定し、該筋違いの他方においてその係止孔へ、
前記骨組みに取り付けた牽引手段の係止体を連係させて
、この牽引手段の筋違い材の緊張により柱の垂直度を修
正した後、この他方端部を前記骨組みの上部または下部
へ固定した、木造骨組み構築方法と、四本の水平材と複
数本のたるきとの連結により、山形で方形状の屋根骨組
みを形成する木造軸組工法において、多数の係止孔を散
在させた筋違い材の一方端部を、前記骨組みにおける一
側の水平材へ対角線状筋違いとなるように固定し、前記
した骨組みの直角度を修正した後、前記筋違い材の他方
端部を前記骨組みにおける他側の水平材へ固定した、木
造骨組み構築方法とにある。
[Means for Solving the Problems] The means of the present invention for achieving the above-mentioned object is to erect two pillars on a lower horizontal member and connect the two pillars with an upper horizontal member to form a rectangular shape. In the wooden frame construction method that forms the frame, one end of a bracing material with numerous locking holes scattered is fixed to the bottom or top of the frame so as to form a diagonal brace, and the verticality of the column is corrected. After that, the other end of the bracing material is fixed to the upper or lower part of the framework, and two pillars are erected on the lower horizontal material, and these two pillars are connected by the upper horizontal material. In the wooden frame construction method that forms a rectangular frame, one end of a bracing material with numerous locking holes scattered is fixed to the lower or upper part of the frame so as to form a diagonal brace, and to the locking hole on the other side of the brace,
A wooden structure in which the verticality of the column is corrected by the tension of the brace of the traction means by linking the locking bodies of the traction means attached to the framework, and then the other end is fixed to the upper or lower part of the framework. In the framework construction method and the wooden frame construction method that forms a rectangular roof framework by connecting four horizontal members and multiple rafters, one side of the bracing material has a large number of interspersed locking holes. After fixing the end portion to the horizontal member on one side of the frame so as to form a diagonal brace and correcting the perpendicularity of the frame, the other end of the brace member is fixed to the horizontal member on the other side of the frame. There is a fixed wooden frame construction method.

【0008】[0008]

【実施例】次に、本発明に関する木造骨組み構築方法の
一実施例を図面に基づいて説明する。図1,2において
Aは、木造軸組工法における縦方向すなわち土台,柱か
らなる骨組みで、一階を構築する場合は、図1に示すよ
うに、コンクリート等による基礎1上に載置した土台等
の下水平材2へ、所定間隔で複数本の柱3を立て、更に
、この上に梁,桁,胴差し等の上水平材4を連結して方
形状とし壁体bを形成してある。
[Embodiment] Next, an embodiment of the method for constructing a wooden frame according to the present invention will be explained based on the drawings. In Figures 1 and 2, A is the vertical direction in the wooden frame construction method, that is, the frame consisting of the foundation and columns. When building the first floor, as shown in Figure 1, A is the frame placed on the foundation 1 made of concrete etc. A plurality of pillars 3 are erected at predetermined intervals on a lower horizontal member 2 such as the like, and an upper horizontal member 4 such as a beam, a girder, a truss etc. is connected thereon to form a rectangular wall b. be.

【0009】そして、二階以上を構築する場合は、図2
に示すように、梁,桁,胴差し等の下水平材2(一階の
場合の上水平材4にあたる。)へ、一階の場合と同様に
、所定間隔で複数本の柱3を立て、更に、この上に梁,
桁,胴差し等の上水平材4を連結して方形状とし壁体b
を形成してある。
[0009] When building the second floor or higher, please refer to Fig. 2.
As shown in the figure, a plurality of columns 3 are erected at predetermined intervals on the lower horizontal members 2 (corresponding to the upper horizontal members 4 in the case of the first floor) such as beams, girders, and girders, as in the case of the first floor. , Furthermore, a beam on top of this,
Connect the upper horizontal members 4 such as girders and girders to form a rectangular wall body b
has been formed.

【0010】また、図5,6においてAは、木造軸組工
法における屋根の骨組みで、桁,梁,むな木からなる水
平材2aと、多数のたる木2b,2b …により所定角
度を有する山形で方形状の枠体bに形成してある。
In FIGS. 5 and 6, A is the frame of the roof in the wooden frame construction method, which is formed into a mountain shape having a predetermined angle by horizontal members 2a consisting of girders, beams, and hollow timbers, and a large number of rafters 2b, 2b... It is formed into a rectangular frame b.

【0011】5は前記骨組みAにおける壁体bあるいは
枠体bへ対角線状に取り付ける筋違い材で、所定の引張
強度を有する金属製の帯板状平板で、厚さ1〜2mm,
幅50〜100mm 程度の長尺に成形して、図4に示
すように、コイル状に巻いてあって所定寸法に切断して
用いるもので、その全面に係止孔6を多数散在させてあ
る。
[0011] Reference numeral 5 denotes a bracing material diagonally attached to the wall b or frame b of the frame A, which is a flat metal strip having a predetermined tensile strength and has a thickness of 1 to 2 mm.
It is formed into a long piece with a width of about 50 to 100 mm, wound into a coil shape, and then cut into a predetermined size as shown in Fig. 4. A large number of locking holes 6 are scattered over the entire surface of the coil. .

【0012】この筋違い材5の使用に当たって、縦方向
の骨組みAの場合は、図3に示すように、一方端部すな
わち前記コイル状に巻いた筋違い材5の自由端側の平板
面を骨組みAにおける下水平材2へ当てて、その係止孔
6に係合するように釘やビスあるいはスクリユーネール
等の止着部材7により固定し、前記骨組みAにおける柱
3を重機等により傾倒させてその垂直を調整した後、前
記柱3に位置する他方端部の係止孔6に係合するように
前記止着部材7により該柱3へ固定し、この部分で筋違
い材5を切断するか、あるいは、柱3へ取り付けた手動
ジャッキ等の牽引手段8の係止体9を筋違い材5の他方
端部のおける係止孔6に掛け、該牽引手段8を操作して
筋違い材5を緊張すると柱3が起立してその垂直状態が
調整されるので、この状態で前記同様に、該柱3に位置
する他方端部の係止孔6に係合するように前記止着部材
7によりこの柱3へ固定すると、骨組みAが希望する精
度で形成されると共に、金属製筋違い材5により耐震性
を十分に有する引っ張り筋違い5aが、図1〜3に示す
ように構成される。
When using this bracing material 5, in the case of a vertical frame A, as shown in FIG. , and fix it with a fixing member 7 such as a nail, a screw, or a screw nail so as to engage with the fixing hole 6, and then tilt the column 3 in the frame A using heavy machinery or the like. After adjusting its verticality, it is fixed to the pillar 3 using the fastening member 7 so as to engage with the locking hole 6 at the other end of the pillar 3, and the bracing material 5 is cut at this part. Alternatively, the locking body 9 of the traction means 8 such as a manual jack attached to the column 3 is hooked to the locking hole 6 at the other end of the brace 5, and the traction means 8 is operated to tension the brace 5. Then, the column 3 stands up and its vertical state is adjusted, and in this state, as above, the fixing member 7 is used to engage the fixing hole 6 at the other end of the column 3. When fixed to the pillars 3, the frame A is formed with the desired precision, and the tensile braces 5a having sufficient earthquake resistance due to the metal braces 5 are constructed as shown in FIGS. 1 to 3.

【0013】なお、この筋違い5aは、図1,2に示す
ように、交差状に二本取り付けられるか、図3に示すよ
うに、前記したうちの一本のみを設ける場合とがあり、
また、取り付けに際しては、骨組みAの上部柱3へ先に
一方端部を止着部材7により固定し、柱3の垂直出しを
した後、下水平材2へ他方端部を止着部材7により固定
して筋違い5aを形成しても良いものであって、更に、
図2に示すように、その端部を下および上水平材2,4
の外周へ巻き付けることもあるもので、この場合は、巻
き付けによる引張強度が向上するものであるから、止着
部材7による固定本数が少なくて済み作業性が向上する
ものである。
Note that, as shown in FIGS. 1 and 2, two braces 5a may be installed in an intersecting manner, or as shown in FIG. 3, only one of the braces 5a may be provided.
In addition, when installing, first fix one end to the upper column 3 of the frame A with the fixing member 7, and after vertically extending the column 3, fix the other end to the lower horizontal member 2 with the fixing member 7. It may be fixed to form the brace 5a, and further,
As shown in FIG.
In this case, the tensile strength due to the wrapping is improved, so the number of fixing members 7 required to be fixed is small, and workability is improved.

【0014】また、屋根の骨組みAの場合は、図5,6
に示すように、一方端部すなわち前記コイル状に巻いた
筋違い材5の自由端側の平板面を骨組みAにおける一側
の水平材2aへ当てて、その係止孔6に係合するように
釘やビスあるいはスクリユーネール等の止着部材7によ
り固定し、前記骨組みAにおける水平材2a,2a を
重機等により傾倒させてその直角を調整した後、前記他
側の水平材2aに位置する他方端部の係止孔6に係合す
るように前記止着部材7により該水平材2aへ固定し、
この部分で筋違い材5を切断するか、あるいは、水平材
2aへ取り付けた手動ジャッキ等の牽引手段8の係止体
9を筋違い材5の他方端部のおける係止孔6に掛け、該
牽引手段8を操作して筋違い材5を緊張すると水平材2
aが回動してその直角状態が調整されるもので、このと
き、筋違い材5はその係止孔6において、止着部材7を
たる木2bに打ち付けられて固定される場合もある。
[0014] In the case of roof frame A, Figs.
As shown in , one end, that is, the flat plate surface of the free end of the coiled brace 5 is placed against the horizontal member 2a on one side of the frame A, so that it is engaged with the locking hole 6. It is fixed with fixing members 7 such as nails, screws, screw nails, etc., and after adjusting the right angle by tilting the horizontal members 2a, 2a in the frame A with heavy machinery etc., it is positioned on the horizontal member 2a on the other side. fixed to the horizontal member 2a by the fastening member 7 so as to engage with the locking hole 6 at the other end;
Either cut the brace 5 at this point, or hook the locking body 9 of a traction means 8 such as a manual jack attached to the horizontal member 2a into the locking hole 6 at the other end of the brace 5, and When the means 8 is operated to tension the brace 5, the horizontal member 2
A is rotated to adjust its perpendicular state. At this time, the brace 5 may be fixed by hitting the fastening members 7 to the rafters 2b in the fastening holes 6.

【0015】更に、この筋違い7は、図6に示すように
、三角形状に複数本取り付けることもあり、枠体bの必
要強度に応じて適宜選定し得るものである。
Furthermore, as shown in FIG. 6, a plurality of these braces 7 may be attached in a triangular shape, and can be appropriately selected depending on the required strength of the frame b.

【0016】図3において10は、骨組みAにおける壁
体bへ嵌込んだ壁パネルで、方形状に枠組みした枠体1
1にその一側面へ合板等の平板12を貼着し、他側面へ
気密シート(図示せず)を張り、更に、内部には断熱材
や耐火材(図示せず)等を充填してあるもので、前記枠
体11における前記筋違い5aの当接部に所定幅の切欠
13を設けて、該壁パネル10の納まりを良好としてあ
る。
In FIG. 3, reference numeral 10 denotes a wall panel fitted into the wall b of the frame A, which is a rectangular frame 1.
1, a flat plate 12 such as plywood is attached to one side, an airtight sheet (not shown) is applied to the other side, and the inside is filled with heat insulating material, fireproof material (not shown), etc. A notch 13 of a predetermined width is provided at the abutting portion of the brace 5a in the frame 11, so that the wall panel 10 fits well.

【0017】なお、図3において14は床パネルで、土
台,梁,桁や胴差し等の下水平材2へ載置して平面的な
床を形成するもので、方形状の枠体15とその一側面へ
張設した平板16とよりなり、前記壁パネル10と同様
に、前記枠体15および平板16における前記筋違い5
aの当接部に所定幅の切欠17を設けて、該床パネル1
4の下水平板2への納まりを良好としてある。
In FIG. 3, reference numeral 14 denotes a floor panel, which is placed on the lower horizontal member 2 such as a base, beam, girder, or girder to form a flat floor. It consists of a flat plate 16 stretched on one side thereof, and similarly to the wall panel 10, the braces 5 in the frame 15 and the flat plate 16
A notch 17 of a predetermined width is provided in the abutting portion of the floor panel 1.
4 is considered to fit well into the lower horizontal plate 2.

【0018】[0018]

【発明の効果】前述のように構成される本発明は、木造
軸組工法すなわち在来工法において、骨組みを構築する
際に、水平材と柱とに筋違い材を対角線状に掛け渡して
その一方を固定し、該柱の垂直度が得られたところで前
記筋違い材の他方を骨組みに固定することにより、仮筋
違いと本筋違いとが一度に行なえて作業性と作業能率が
大幅に向上すると共に、前記筋違い材の他方を水平材ま
たは柱に取り付けた牽引手段で引っ張ることにより、柱
の垂直度や水平材の直角度が簡単に得られる格別な効果
を奏するものである。
[Effects of the Invention] The present invention, which is constructed as described above, has the advantage that when constructing a frame in the wooden framework construction method, that is, the conventional construction method, bracing materials are stretched diagonally between the horizontal members and the columns. By fixing the other reinforcement material to the frame once the verticality of the column has been obtained, the temporary reinforcement and the main reinforcement can be changed at the same time, greatly improving workability and work efficiency. By pulling the other of the bracing members with a traction means attached to the horizontal member or the column, a special effect is achieved in which the perpendicularity of the column and the perpendicularity of the horizontal member can be easily obtained.

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

【図1】本発明の骨組みの構築方法の一実施例を示す一
階用の骨組みを示す斜視図である。
FIG. 1 is a perspective view of a first floor frame showing an embodiment of the frame construction method of the present invention.

【図2】図1における二階用の骨組みの斜視図である。FIG. 2 is a perspective view of the frame for the second floor in FIG. 1;

【図3】図1における正面図である。FIG. 3 is a front view in FIG. 1.

【図4】コイル状に巻いた筋違い材の斜視図である。FIG. 4 is a perspective view of a brace member wound into a coil.

【図5】本発明の骨組みの構築方法における屋根の骨組
みを示す平面図である。
FIG. 5 is a plan view showing a roof frame in the frame construction method of the present invention.

【図6】図5における筋違いの他の取り付け状態を示す
平面図である。
FIG. 6 is a plan view showing another attachment state of the struts in FIG. 5;

【図7】従来の木造住宅施工方法による骨組みの状態を
示す斜視図である。
FIG. 7 is a perspective view showing the state of a frame obtained by a conventional wooden house construction method.

【図8】図6における水平材と筋違いとの係合状態を示
す仕口加工で筋違いの斜視図である。
8 is a perspective view of the brace in the joint process, showing the engagement state between the horizontal member and the brace in FIG. 6; FIG.

【図9】図6における水平材と筋違いとの係合状態を示
す仕口加工で水平材の斜視図である。
9 is a perspective view of the horizontal member in the joint process showing the engagement state between the horizontal member and the brace in FIG. 6; FIG.

【符号の説明】[Explanation of symbols]

2      下水平材 3      柱 4      上水平材 A      骨組み 6      係止孔 5      筋違い材 5a      筋違い 8      牽引手段 2a      水平材 2b      たる木 2 Lower horizontal material 3 Pillar 4 Upper horizontal material A    Skeleton 6 Locking hole 5. Bracing material 5a               8. Traction means 2a Horizontal material 2b Tartar

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】  下水平材に二本の柱を立て、該二本の
柱を上水平材により連結して方形状の骨組みを形成する
木造軸組工法において、多数の係止孔を散在させた筋違
い材の一方端部を、前記骨組みの下部または上部へ対角
線状筋違いとなるように固定し、柱の垂直度を修正した
後、前記筋違い材の他方端部を前記骨組みの上部または
下部へ固定したことを特徴とする木造骨組み構築方法。
Claim 1: A wooden frame construction method in which two pillars are erected on a lower horizontal member and the two pillars are connected by an upper horizontal member to form a rectangular frame, in which a large number of locking holes are scattered. Fix one end of the bracing material to the bottom or top of the framework to form a diagonal bracing, correct the verticality of the column, and then fix the other end of the bracing material to the top or bottom of the framework. A method of constructing a wooden frame characterized by fixation.
【請求項2】  下水平材に二本の柱を立て、該二本の
柱を上水平材により連結して方形状の骨組みを形成する
木造軸組工法において、多数の係止孔を散在させた筋違
い材の一方端部を、前記骨組みの下部または上部へ対角
線状筋違いとなるように固定し、該筋違いの他方におい
てその係止孔へ、前記骨組みに取り付けた牽引手段の係
止体を連係させて、この牽引手段の筋違い材の緊張によ
り柱の垂直度を修正した後、この他方端部を前記骨組み
の上部または下部へ固定したことを特徴とする木造骨組
み構築方法。
Claim 2: In a wooden frame construction method in which two pillars are erected on a lower horizontal member and the two pillars are connected by an upper horizontal member to form a rectangular frame, a large number of locking holes are scattered. One end of the brace material is fixed to the lower or upper part of the frame so as to form a diagonal brace, and the locking body of the traction means attached to the frame is linked to the locking hole at the other side of the brace. A method for constructing a wooden frame, characterized in that the verticality of the column is corrected by tensioning the brace of the traction means, and then the other end is fixed to the upper or lower part of the frame.
【請求項3】  四本の水平材と複数本のたるきとの連
結により山形で方形状の屋根骨組みを形成する木造軸組
工法において、多数の係止孔を散在させた筋違い材の一
方端部を、前記した骨組みにおける一側の水平材へ対角
線状筋違いとなるように固定し、前記した骨組みの直角
度を修正した後、前記筋違い材の他方端部を前記骨組み
における他側の水平材へ固定したことを特徴とする木造
骨組み構築方法。
[Claim 3] In the wooden frame construction method in which a square roof frame is formed by connecting four horizontal members and a plurality of rafters, one end of the brace member is provided with a number of interspersed locking holes. After fixing the section to the horizontal member on one side of the frame so as to form a diagonal brace, and correcting the perpendicularity of the frame, the other end of the brace member is fixed to the horizontal member on the other side of the frame. A method of constructing a wooden frame characterized by fixing it to the
JP3004196A 1991-01-18 1991-01-18 Method for construction wooden frame Pending JPH04330132A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3004196A JPH04330132A (en) 1991-01-18 1991-01-18 Method for construction wooden frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3004196A JPH04330132A (en) 1991-01-18 1991-01-18 Method for construction wooden frame

Publications (1)

Publication Number Publication Date
JPH04330132A true JPH04330132A (en) 1992-11-18

Family

ID=11577927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3004196A Pending JPH04330132A (en) 1991-01-18 1991-01-18 Method for construction wooden frame

Country Status (1)

Country Link
JP (1) JPH04330132A (en)

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