JPH01203559A - Fitting construction for backing member for structure - Google Patents

Fitting construction for backing member for structure

Info

Publication number
JPH01203559A
JPH01203559A JP2700388A JP2700388A JPH01203559A JP H01203559 A JPH01203559 A JP H01203559A JP 2700388 A JP2700388 A JP 2700388A JP 2700388 A JP2700388 A JP 2700388A JP H01203559 A JPH01203559 A JP H01203559A
Authority
JP
Japan
Prior art keywords
base material
backing member
support member
opening
press
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
JP2700388A
Other languages
Japanese (ja)
Inventor
Koichi Fukuda
耕一 福田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Haseko Corp
Original Assignee
Haseko Corp
Hasegawa Komuten Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Haseko Corp, Hasegawa Komuten Co Ltd filed Critical Haseko Corp
Priority to JP2700388A priority Critical patent/JPH01203559A/en
Publication of JPH01203559A publication Critical patent/JPH01203559A/en
Pending legal-status Critical Current

Links

Landscapes

  • Finishing Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To reduce the cost of the execution of the fitting work of a wall panel, by fitting the rear surface of the bearing member of a horizontal U-shaped cross-sectional area to a structure frame to retain a shaft-formed backing member at the opening section of the bearing member, and by regulating a distance between the structure frame and the backing member easily. CONSTITUTION:The rear surfaces 21 of the bearing members 2 of horizontal U-shaped cross-sectional areas are fixed at specified intervals on a structure frame. After that, a shaft-formed backing member 1 is pressed in the opening sections of the bearing members 2. The widths of the opening sections are formed slightly less than the horizontal width t of the backing member 1, and so the external side surfaces 11, 12 of the backing member 1 are to be retained between the pressure-welded sides 22, 23 of the bearing members 2. Accordingly, the projected or recessed position of the front surface 13 of the backing member 1 can be easily regulated, and when the regulation is completed, then a wall panel is fitted on the backing member 1. As a result, the regulation can be easily executed at high precision, and the term of the execution of work can be shortened, and the cost can be reduced.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は、建物躯体例えばコンクリート壁、スラブ、天
井等に対して出入調整可能に下地材を取付ける工法に関
する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a construction method for attaching a base material to a building frame, such as a concrete wall, slab, ceiling, etc., so that it can be moved in and out.

〈従来の技術及びその解決すべき課題〉建物の躯体室内
側においては下地材を介して壁材や床材、更に天井材等
の仕上材が取付けられる。建物躯体として2例えばコン
クリート構造において′は壁面、床面、天井面が型枠を
取り外した所謂打放し面となっており、通常垂直、水平
の均−面とはなっていない、その為これ等壁面等に下地
材を固定するには、第7図に示す如く下地材lに対し予
め両面接着の緩衝部材7を取付けておき、次いで壁面の
凹凸や床面の不陸等をこの緩衝部材7により吸収させな
がら下地材1を面一に取付ける。しかし緩衝部材7はそ
の厚さ、すなわち凹凸を吸収する量(調整量)に限界が
あり実用性に乏しい。
<Prior art and its problems to be solved> On the indoor side of a building frame, wall materials, floor materials, and finishing materials such as ceiling materials are attached via a base material. As a building frame, 2 For example, in a concrete structure, the walls, floor, and ceiling are so-called open surfaces with the formwork removed, and are usually not vertical or horizontal flat surfaces. In order to fix the base material to the base material 1, as shown in FIG. Attach the base material 1 flush while absorbing it. However, the buffer member 7 has a limit in its thickness, that is, the amount of absorption (adjustment amount) of unevenness, and is therefore impractical.

又第8図に示す如く、積形状を成すパツキン材8.8を
建物一体に配置し、このパツキン材8゜8の模作用によ
る位置調整によって下地材lの面出しを行う場合がある
。このパツキン材8,8を建物躯体に固定するに際し、
建物躯体内に予め木レンガ等を埋設しておかなければな
らない、すなわちコンクリート打設時に予め予備施工を
行う必要がある等施工全体を複雑にしている。更に第9
図に示す如く、調整金物9を用いて建物躯体に下地材l
を取付ける場合がある。この調整金物9は建物躯体に固
定したベース金具91と下地材lを把持する取付金具9
2とをボルト93にて接続させたもので、予め取付金具
92を回動させておくことにより把持する下地材1の出
入調整を行う。この調整金物9を用いて輪状の下地材1
を固定するには、複数の調整金物9を必要とし、且つ各
取付金具92を夫々出入調整して配置しなければならい
。すなわち施工が極めて煩わしいものとなる。
Further, as shown in FIG. 8, a packing material 8.8 having a rectangular shape may be placed integrally with the building, and the surface of the base material 1 may be leveled by adjusting the position by imitation of the packing material 8.8. When fixing these packing materials 8, 8 to the building frame,
This complicates the entire construction process, as it is necessary to bury wooden bricks etc. in the building frame in advance, that is, it is necessary to perform preliminary construction before pouring concrete. Furthermore, the ninth
As shown in the figure, the base material l is attached to the building frame using the adjusting hardware 9.
may be installed. This adjustment hardware 9 is a base metal fitting 91 fixed to the building frame and a mounting metal fitting 9 that grips the base material l.
2 are connected with bolts 93, and by rotating the mounting bracket 92 in advance, the insertion and removal of the base material 1 to be gripped can be adjusted. Using this adjustment hardware 9, the ring-shaped base material 1
In order to fix it, a plurality of adjusting hardware 9 is required, and each mounting bracket 92 must be adjusted in and out. In other words, construction becomes extremely troublesome.

更に上記の従来における問題点を解決すべく、各様の発
明が成されているが、そのうちの特開昭56−1670
57号公報の施工方法においては、調整の為のストロー
ク、すなわち調整量が十分得られず、又接着剤を用いる
為、この接着剤が硬化するまでの養生期間を要する。更
に特開昭57−3958号公報における壁下地施工法及
び器具においても。
Furthermore, various inventions have been made to solve the above-mentioned conventional problems, among which
In the construction method of Publication No. 57, a sufficient stroke for adjustment, that is, a sufficient amount of adjustment, cannot be obtained, and since an adhesive is used, a curing period is required for the adhesive to harden. Furthermore, in the wall base construction method and equipment disclosed in Japanese Patent Application Laid-Open No. 57-3958.

完全な乾式1法とはなっておらず、よって養生期間を要
し且つ又出入の調整量も十分に得ることができない。更
に特開昭60−51266号公報のコンクリート面に対
する下地組立工法においても部品数が大幅に増大し、そ
の為下地組立施工自体が複雑化する・。
It is not a complete dry method, and therefore requires a curing period and cannot sufficiently adjust the amount of inflow and outflow. Furthermore, in the base assembly method for concrete surfaces disclosed in Japanese Unexamined Patent Publication No. 60-51266, the number of parts increases significantly, which makes the base assembly itself complicated.

以上の如〈従来例の有する問題点を改良しつつも、別な
解決すべき課題が生じている。
Although the problems of the conventional example have been improved as described above, other problems have arisen that need to be solved.

〈課題を解決するための手段〉 本発明は上記の課題を解決すべく成されたもので、予め
支持部材の開口幅を下地材の横幅より僅かに小さく形成
しておき、この支持部材に対して軸状の下地材を圧入し
、支持部材の圧接辺にて下地材を圧接支持させた状態で
出入位置の調整を行ったのち、該支持部材に下地材を取
付けるものである。
<Means for Solving the Problems> The present invention has been made to solve the above problems.The opening width of the support member is formed in advance to be slightly smaller than the width of the base material, and A shaft-shaped base material is press-fitted therein, and the base material is pressed and supported by the pressure-contacting side of the support member, and the insertion/extraction position is adjusted, and then the base material is attached to the support member.

〈作用〉 支持部材の開口幅を下地材の横幅より僅かに小さく形成
した為、この開口内に下地材を圧入した状態において、
支持部材の圧接辺により下地材が圧接支持されることに
なる。斯かる圧接支持状態において、下地材を支持部材
に対して摺動させつつ所望する位置まで移動調整が可能
となる。次いで支持部材に対して下地材を取付ければ、
均−且つ容易に下地材の位置出し調整とともに取付施工
が完了する。
<Function> Since the opening width of the support member is formed to be slightly smaller than the width of the base material, when the base material is press-fitted into this opening,
The base material is supported by the pressure-contact sides of the support member. In such a press-supported state, it is possible to adjust the movement of the base material to a desired position while sliding it on the support member. Next, if the base material is attached to the support member,
Installation is completed evenly and easily with the positioning and adjustment of the base material.

〈実施例〉 以下図面に基づき本発明の建物用下地材の取付工法を詳
細に説明する。
<Example> The installation method of the building base material of the present invention will be explained in detail below based on the drawings.

第1図は本発明に係る取付工法を説明する為の概略図で
ある。下地材lは、例えば胴縁、野縁。
FIG. 1 is a schematic diagram for explaining the installation method according to the present invention. The base material l is, for example, a torso edge or a wild edge.

根太等の軸状部材である。又図示しない建物躯体には支
持部材2が後述の如く固定される。この支持部材2は、
例えばピース状を成し、建物躯体に固定される固定辺2
1と、その両側に一対の圧接辺22 、23を設けるこ
とにより前方開放状に開口24を形成したものである。
It is a shaft-shaped member such as a joist. Further, a support member 2 is fixed to a building frame (not shown) as described later. This support member 2 is
For example, the fixed side 2 is shaped like a piece and is fixed to the building frame.
1 and a pair of press-contact sides 22 and 23 on both sides thereof, thereby forming an opening 24 that is open to the front.

すなわち平面上からはチャンネル状を成している。第2
図は支持部材2を更に詳しく説明する為の斜視図である
。すなわちこの支持部材2は、固定辺と再圧接辺を夫々
端切れの如き、木質板で辺々を突合せて形成したもので
あるが、別の方法として、帯板状の木質板においてその
短手方向を所定間隔にてVカットを入れて、更に■カッ
ト側に折曲げて上記形状に形成したものでもよい。上記
開口24の開口幅W1は下地材lの横幅tよりも僅かに
小さく形成される。すなわち下地材lを開口24内に挿
着した状態において圧接辺22と23が夫々下地材lの
外側面11と12とに圧接し、すなわち圧接支持した状
態となる。
That is, it has a channel shape when viewed from above. Second
The figure is a perspective view for explaining the support member 2 in more detail. In other words, this support member 2 is formed by butting the fixed side and the re-pressing side with wooden boards such as offcuts, but another method is to use a strip-like wooden board and align the sides in the short direction. It may be formed into the above shape by making V cuts at predetermined intervals and then bending it toward the ``cut'' side. The opening width W1 of the opening 24 is formed to be slightly smaller than the width t of the base material l. In other words, when the base material 1 is inserted into the opening 24, the pressing sides 22 and 23 are in pressure contact with the outer surfaces 11 and 12 of the base material 1, respectively, that is, in a state where they are supported by pressure.

次に下地材の取付施工をその手順に従って説明する。取
付施工としては支持部材2の先付と後付工法がある。先
付工法としては第1図に示す如く、支持部材2を所定間
隔で建物躯体に固定する。各支持部材2を同一直線上に
位置させる為図示しないレベル、下げ振り、定規等を用
いる。次いで下地材lを各開口24内に圧入して下地材
lを圧接支持状態にする。この状態において下地材1を
支持部材2に対して所望の位置まで摺動させる。これに
より正面13の出入位置調整が行われる。更に水平、垂
直をチエツクする為のレベル等を付設した定規(図示せ
ず)や下地材面を示す為張設された水系を介して下地材
lの鉛直、水平を確保する。
Next, we will explain how to install the base material according to the procedure. There are two methods for installing the support member 2: a pre-installation method and a post-installation method. As shown in FIG. 1, in the front attachment method, supporting members 2 are fixed to the building frame at predetermined intervals. In order to position each support member 2 on the same straight line, a level, a plumb bob, a ruler, etc. (not shown) are used. Next, the base material 1 is press-fitted into each opening 24 so that the base material 1 is pressed and supported. In this state, the base material 1 is slid onto the support member 2 to a desired position. As a result, the entrance/exit position of the front face 13 is adjusted. Furthermore, the verticality and horizontality of the base material 1 is ensured through a ruler (not shown) with a level attached to check the horizontality and verticality, and a water system stretched to indicate the surface of the base material.

斯かる調整が完了したのち、圧接辺22,23と外側面
11.12とを釘、ボルト、接着剤等により取付ける。
After such adjustment is completed, the pressure contact sides 22, 23 and the outer surfaces 11, 12 are attached using nails, bolts, adhesive, or the like.

又第3図は、支持部材の他の実施例を示すものである。Further, FIG. 3 shows another embodiment of the support member.

この支持部材3は帯板状の弾性に富む金属板を折曲して
固定辺31と両側に圧接辺32.3:lとを形成し、前
記同様チャンネル状に成したものである。圧接辺32及
び33には、開口34に向けて凸曲面32a、33aが
形成されており、この凸曲面33a、:13aの開口幅
w2は前記同様下地材lの幅tよりも僅かに小さく形成
される。開口34に下地材1を圧入すると圧接辺32 
、 :13自体の弾性とともに、凸曲面32a、33a
の開口幅w2が上記の状態にあるので、上記凸曲面32
a、33a内にて外側面11゜12は圧接支持される。
This support member 3 is formed by bending a band-like highly elastic metal plate to form a fixed side 31 and press-contact sides 32.3:l on both sides, forming a channel shape as described above. Convex curved surfaces 32a, 33a are formed on the pressure contact sides 32 and 33 toward the opening 34, and the opening width w2 of the convex curved surfaces 33a, 13a is formed to be slightly smaller than the width t of the base material l, as described above. be done. When the base material 1 is press-fitted into the opening 34, the press-welded side 32
, : Along with the elasticity of 13 itself, the convex curved surfaces 32a, 33a
Since the opening width w2 is in the above state, the convex curved surface 32
The outer surfaces 11 and 12 are supported in pressure contact within a and 33a.

よって下地材lの摺動も可能となり容易に正面13の出
入位置の調整ができる。
Therefore, the base material 1 can be slid, and the entrance/exit position of the front surface 13 can be easily adjusted.

更に第4図は、支持部材の別実雄側を示すものて、弾性
に富む合成樹脂材によって固定辺41と圧接辺42,4
3を一体的且つチャンネル状に形成し、その圧接辺42
,43の内面、所謂開口側にV状溝42a、43aを刻
設する。−裏下地材1の両外側面11.12にも上記V
状溝42a、43aと同形同ピツチの突条11・a、1
2aを夫々刻設しておく。
Furthermore, FIG. 4 shows the separate male side of the support member, in which the fixed side 41 and pressure contact sides 42, 4 are made of a highly elastic synthetic resin material.
3 is integrally formed into a channel shape, and its press-contact side 42
, 43, V-shaped grooves 42a, 43a are carved on the so-called opening side. - The above V also applies to both outer surfaces 11.12 of the backing material 1.
Projections 11.a, 1 having the same shape and pitch as the shaped grooves 42a, 43a.
2a is engraved on each.

よって上記開口44の所定深さまで下地材lを圧入すれ
ば、内圧接辺42,43によって外側面11.12が圧
接支持されるとともに任意の位置にてV状溝42a、4
3aと突条11a、12aとを噛み合わせることができ
る。しかもV状溝42a、43a及び突条11a、12
aを夫々微細に形成すればより微調整が可能となる。又
V状溝と突条は、固定辺に対し直交する様に刻設されて
いるものでもよい。
Therefore, when the base material l is press-fitted to the predetermined depth of the opening 44, the outer surface 11.12 is pressed and supported by the inner press-contact sides 42, 43, and the V-shaped grooves 42a, 4 are formed at arbitrary positions.
3a and the protrusions 11a and 12a can be engaged with each other. Moreover, the V-shaped grooves 42a, 43a and the protrusions 11a, 12
If a is formed finely, finer adjustment becomes possible. Further, the V-shaped groove and the protrusion may be carved perpendicularly to the fixed side.

上記実施例ではピース状を成す支持部材2゜3.4によ
る出入調整と取付施工を説明したか、第5図に示す様に
固定辺51とその両側に一対の圧接辺52,53を設け
た長尺状の支持部材5によっても、前記同様下地材の出
入調整及び取付が可能である。
In the above embodiment, the in/out adjustment and installation work using the piece-shaped support member 2°3.4 have been explained, or as shown in FIG. The elongated support member 5 also enables adjustment and attachment of the base material in the same manner as described above.

一方支持部材2を後付けする工法としては、支持部材2
 (3,4,5)に上記構成の下地材lを圧入して出入
りの調整を行い、然る後支持部材z自体を建物躯体に固
定するものである。
On the other hand, as a construction method for retrofitting the support member 2,
The base material 1 having the above structure is press-fitted into (3, 4, 5) to adjust the entrance and exit, and then the support member z itself is fixed to the building frame.

又第6図の一部省略斜視図で示す様に、下地材lに対し
て予め壁材6を取付けて、所謂パネル状の仕上部材に形
成したものが用いられる場合がある。この場合、パネル
状仕上部材の各下地材lに対応した間隔に上記支持部材
(2,3,4,5)を配置しておき、夫々の開口に下地
材lを圧入するとともに、上記同様出入すの調整を行え
ばよい。よって仕上部材自体の面一性も極めて容易に得
られることになる。
Further, as shown in the partially omitted perspective view of FIG. 6, a wall material 6 may be attached to a base material 1 in advance to form a so-called panel-shaped finishing member. In this case, the support members (2, 3, 4, 5) are arranged at intervals corresponding to each base material 1 of the panel-shaped finishing member, and the base material 1 is press-fitted into each opening, and the same steps are taken in and out as above. All you have to do is adjust it. Therefore, evenness of the finished member itself can be obtained extremely easily.

〈発明の効果〉 以上説明した様に本発明の下地材の取付工法は、支持部
材に対し下地材を圧入し、次いで出入の調整を行って両
者を最終的に取付ければよく、よって複雑な専用金具を
要することなく、調整の施工も簡易となり、且つ又調整
精度も向上する等、施工コストの低廉、施工期間の短縮
等実用的効果が極めて大きい。
<Effects of the Invention> As explained above, the method for installing the base material of the present invention requires only press-fitting the base material into the support member, then adjusting the insertion and removal, and finally attaching both. Since no special metal fittings are required, the adjustment work is simplified, and the adjustment accuracy is also improved, resulting in extremely large practical effects such as lower construction costs and shorter construction periods.

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

第1図は、本発明の取付工法を説明する斜視図、 第2図は、支持部材の実施例を示す斜視図、第3図は、
支持部材の他の実施例を示す斜視図、 第4図は、更に他の支持部材と下地材を示す斜視図、 第5図は、長尺状の支持部材を用いた実施例を示す斜視
図、 第6図は、仕上部材の取付施工を説明する一部省略斜視
図。 第7図は、従来の取付工法を説明する図、第8図は、他
の従来例を示す斜視図、 第9図は、調整金具による従来例の取付工法を示す一部
省略斜視図である。 1・・・下地材、  11.12・・・外側面、13・
・・正面。 2.3,4.5・・・支持部材。 21、:11,41.51・・・固定辺。 22.23,32,33,42,43,52.53・・
・圧接辺。 24.34,44.54・・・開口、 t・・・下地材
の横幅。 W・・・支持部材の開口幅。 特許出願人      株式会社長谷川工務店代理人 
       弁理士 船橋國則第2図     第1
図 第4図 第6図
FIG. 1 is a perspective view illustrating the installation method of the present invention, FIG. 2 is a perspective view showing an embodiment of the support member, and FIG.
FIG. 4 is a perspective view showing another embodiment of the support member; FIG. 4 is a perspective view showing still another support member and base material; FIG. 5 is a perspective view showing an embodiment using a long support member. , FIG. 6 is a partially omitted perspective view illustrating the installation work of the finishing member. Fig. 7 is a diagram illustrating a conventional mounting method, Fig. 8 is a perspective view showing another conventional example, and Fig. 9 is a partially omitted perspective view showing a conventional mounting method using adjustment fittings. . 1... Base material, 11.12... Outer surface, 13.
··front. 2.3, 4.5...Supporting member. 21, :11,41.51...Fixed side. 22.23, 32, 33, 42, 43, 52.53...
- Pressure contact side. 24.34, 44.54...Opening, t...Width of base material. W: Opening width of the support member. Patent applicant Agent Hasegawa Construction Co., Ltd.
Patent Attorney Kuninori Funabashi Figure 2 1
Figure 4 Figure 6

Claims (1)

【特許請求の範囲】 固定辺の両側に一対の圧接辺を設けて開口を形成したチ
ャンネル状の支持部材を介して軸状の下地材を建物躯体
に取付けるものであって、 前記支持部材の開口に、前記下地材を圧入し、前記支持
部材の圧接辺にて前記下地材を圧接支持した状態で出入
位置の調整を行ったのち、前記支持部材に前記下地材を
取付けることを特徴とする建物用下地材の取付工法。
[Scope of Claims] A shaft-shaped base material is attached to a building frame via a channel-shaped support member in which an opening is formed by providing a pair of press-contact sides on both sides of a fixed side, the opening of the support member In the building, the base material is press-fitted, and the base material is attached to the support member after adjusting the entrance/exit position with the base material being pressed and supported by the pressure contact side of the support member. Installation method for base material.
JP2700388A 1988-02-08 1988-02-08 Fitting construction for backing member for structure Pending JPH01203559A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2700388A JPH01203559A (en) 1988-02-08 1988-02-08 Fitting construction for backing member for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2700388A JPH01203559A (en) 1988-02-08 1988-02-08 Fitting construction for backing member for structure

Publications (1)

Publication Number Publication Date
JPH01203559A true JPH01203559A (en) 1989-08-16

Family

ID=12208953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2700388A Pending JPH01203559A (en) 1988-02-08 1988-02-08 Fitting construction for backing member for structure

Country Status (1)

Country Link
JP (1) JPH01203559A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013190050A (en) * 2012-03-14 2013-09-26 Mirai Ind Co Ltd Split body of attaching tool

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013190050A (en) * 2012-03-14 2013-09-26 Mirai Ind Co Ltd Split body of attaching tool

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