JPH04281953A - Construction of wall surface forming plate - Google Patents

Construction of wall surface forming plate

Info

Publication number
JPH04281953A
JPH04281953A JP12569291A JP12569291A JPH04281953A JP H04281953 A JPH04281953 A JP H04281953A JP 12569291 A JP12569291 A JP 12569291A JP 12569291 A JP12569291 A JP 12569291A JP H04281953 A JPH04281953 A JP H04281953A
Authority
JP
Japan
Prior art keywords
wall
plate
mounting surface
wall component
fixing member
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
JP12569291A
Other languages
Japanese (ja)
Inventor
Yasumasa Oka
岡 康正
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.)
Inax Corp
Original Assignee
Inax Corp
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 Inax Corp filed Critical Inax Corp
Priority to JP12569291A priority Critical patent/JPH04281953A/en
Publication of JPH04281953A publication Critical patent/JPH04281953A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To execute wall surface construction excellent in shock resistance easily and speedily. CONSTITUTION:Backing devices 11, 11... brought into contact with the rear 31a of a wall surface forming plate 31 are arranged between the mounting surface 2 and the wall surface forming plate 31. Hooking devices 21 and 21 provided with elastic members 23 having elasticity against the mounting surface 2 are fixed thereto, and hooks 24 and 24 provided to the front ends of the hooking devices 21 are interlocked with recesses 31d and 31d bored in sides 31b of the wall surface forming plate 31. The wall surface forming plate 31 is attracted to the mounting surface 2 side by elasticity of the elastic members 23.

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、タイル,石板,陶磁器
板,コンクリートパネル等の壁面構成板を用いて壁面を
構築するための乾式施工構造に関するものであつて、特
に大型の壁面構成板を用いた場合の施工に適しており、
施工された壁面の耐衝撃性の向上を図ると共に、施工作
業の簡易化と施工の短縮を図るものである。
[Industrial Application Field] The present invention relates to a dry construction structure for constructing a wall using wall construction boards such as tiles, stone slabs, ceramic boards, concrete panels, etc. Suitable for construction when using
This aims to improve the impact resistance of the constructed wall surface, as well as to simplify and shorten the construction work.

【0002】0002

【従来の技術】大型の壁面構成板を用いて壁面を構築す
るための施工構造として、広く採用されているものを図
面に基づいて説明する。その施工手順は、図12乃至図
14に示す如く、躯体1等の取付面2に打込んだアンカ
ーボルト3に、L型の固定部材4の垂直部4aをナツト
5で固定する。次に、固定部材4の水平部4bにボルト
・ナツト6を用いて水平状の支持部材7を取着する。該
支持部材7は、手前側に挿通孔7aが穿設されている。 続けて、壁面構成板8を支持部材7の下側に配置し、上
記挿通孔7aに支持ピン9を挿通して、壁面構成板8の
上端面8aに設けられている挿入孔8cに挿入する。更
に続けて、支持部材7の上面に上方の壁面構成板8を載
置して、壁面構成板8の下端面8bに設けられている挿
入孔8cに支持ピン9を挿入した後、壁面構成板8の上
端面8aの挿入孔8cに支持ピン9を挿入して壁構成板
8を取付ける。この様にして、壁面構成板8を下方から
順次上方へ取付けていく。
2. Description of the Related Art A widely used construction structure for constructing a wall using large-sized wall construction plates will be described with reference to drawings. As shown in FIGS. 12 to 14, the construction procedure is to fix the vertical portion 4a of the L-shaped fixing member 4 with a nut 5 to the anchor bolt 3 driven into the mounting surface 2 of the frame 1 or the like. Next, a horizontal support member 7 is attached to the horizontal portion 4b of the fixing member 4 using bolts and nuts 6. The support member 7 has an insertion hole 7a formed on the front side thereof. Subsequently, the wall structure plate 8 is placed below the support member 7, and the support pin 9 is inserted into the insertion hole 7a and inserted into the insertion hole 8c provided in the upper end surface 8a of the wall structure plate 8. . Further, after placing the upper wall component plate 8 on the upper surface of the support member 7 and inserting the support pin 9 into the insertion hole 8c provided in the lower end surface 8b of the wall component plate 8, the wall component plate 8 is placed. The support pin 9 is inserted into the insertion hole 8c of the upper end surface 8a of the wall structure plate 8 to attach it. In this way, the wall surface forming plates 8 are sequentially attached from the bottom to the top.

【0003】各壁面構成板8は、上端面8a及び下端面
8bそれぞれの少なくとも二箇所を支持ピン9で支持す
ることにより、壁面を構築する。壁面構成板8,8間に
は、必要に応じで目地材10が充填される。なお、L型
の固定部材4及び支持部材7に形成されているボルト挿
通用の孔4c,4d,7cは、いずれも調節可能なよう
に長孔に形成されている。
[0003] Each wall surface forming plate 8 constructs a wall surface by supporting at least two places on each of the upper end surface 8a and the lower end surface 8b with support pins 9. A joint material 10 is filled between the wall surface constituent plates 8, 8 as required. Note that the bolt insertion holes 4c, 4d, and 7c formed in the L-shaped fixing member 4 and the support member 7 are all formed into elongated holes so as to be adjustable.

【0004】0004

【発明が解決しようとする課題】ところが、従来の施工
構造には、次の如き欠点があつた。 (a)  壁面構成板8の表面に加わつた風圧等の衝撃
力は、壁面構成板8の挿入孔8cを介して支持ピン9に
伝達される。従つて、施工壁面の耐衝撃性の向上を図る
ためには、支持ピン9を太すると共に、大径の挿入孔8
c近傍の肉厚が薄くならないように壁面構成板8を厚く
する必要がある。そうすると、壁面構成板8の重量の増
加は避けがたく、支持部材7及び固定部材4を大型化す
る必要があり、施工時の作業能率の低下とコスト高とを
招くことになる。
[Problems to be Solved by the Invention] However, the conventional construction structure has the following drawbacks. (a) Impact force, such as wind pressure, applied to the surface of the wall structure plate 8 is transmitted to the support pin 9 through the insertion hole 8c of the wall structure plate 8. Therefore, in order to improve the impact resistance of the construction wall surface, it is necessary to make the support pin 9 thicker and to make the insertion hole 8 with a larger diameter.
It is necessary to make the wall surface forming plate 8 thick so that the wall thickness near c does not become thin. In this case, an increase in the weight of the wall structure plate 8 is unavoidable, and it is necessary to increase the size of the support member 7 and the fixing member 4, which leads to a decrease in work efficiency during construction and an increase in cost.

【0005】(b)  壁面構成板8の挿入孔8cは、
穿設位置の誤差を吸収するために支持ピン9より大径と
されている。そのため、挿通孔と支持ぴン9との間隙に
は、充填剤が充填される。ところが、充填剤が硬化しな
いうちは、壁面構成板8が前後いずれか一方に倒れて傾
くので、これを防止する必要がある。そこで、別の手段
によつて壁面構成板8の上部を仮固定している。しかし
、この仮固定は、作業工数の増加となり、施工時の作業
能率の低下とコスト高とを招くことになる。
(b) The insertion hole 8c of the wall structure plate 8 is
The diameter is larger than that of the support pin 9 in order to absorb errors in the drilling position. Therefore, the gap between the insertion hole and the support pin 9 is filled with a filler. However, before the filler hardens, the wall surface forming plate 8 will fall down and tilt in either direction, so it is necessary to prevent this from happening. Therefore, the upper part of the wall structure plate 8 is temporarily fixed by another means. However, this temporary fixing increases the number of man-hours, leading to a decrease in work efficiency during construction and an increase in costs.

【0006】(c)  取付面2の仕上りが非常に悪い
ために凹凸がある場合には、取付面2へ固定した固定部
材4に対して支持部材7の出入をボルト・ナツト6で調
節した後、出入調節した支持ピン9で壁面構成板8を支
持して、凹凸のない施工壁面に構築する必要がある。と
ころが、固定部材4に対する支持部材7の出入調節が完
全でない場合、再調節する必要がある。しかし、壁面構
成板8の四箇所を支持ピン9で支持した後にあつては、
壁面構成板8を取外さないと再調節できない。この場合
、壁面構成板8を取外して再調節することは、非常に多
くの手間を必要とし、施工期間を長期化することになる
(c) If the finish of the mounting surface 2 is very poor and there are irregularities, after adjusting the movement of the support member 7 in and out of the fixing member 4 fixed to the mounting surface 2 using bolts and nuts 6. It is necessary to support the wall structure plate 8 with support pins 9 that are adjusted in and out, and to construct a wall surface without unevenness. However, if the adjustment of the support member 7 into and out of the fixing member 4 is not perfect, readjustment is required. However, after supporting the wall structure plate 8 at four locations with the support pins 9,
It cannot be readjusted unless the wall component plate 8 is removed. In this case, removing and readjusting the wall surface component plate 8 requires a great deal of effort and lengthens the construction period.

【0007】本発明は、上記問題点を解決するために、
耐衝撃性に擬れた壁面構造を簡易迅速に施工することが
できる壁面構成板の施工構造の提供を目的とする。
[0007] In order to solve the above problems, the present invention has the following features:
The purpose of the present invention is to provide a construction structure for a wall component plate that can easily and quickly construct a wall structure that simulates impact resistance.

【0008】[0008]

【課題を解決するための手段】本発明が採用した手段は
、取付面に壁面構成板を取付ける構造において、取付面
と壁面構成板との間に、壁面構成板の背面と当接する裏
当て具を配設し、取付面に向う弾性力の生じる弾性部材
を備えた引掛け具を取付面に固定し、該弾性部材の先端
に設けた鉤部を壁面構成板の側面に穿設した凹部に係合
し、該弾性部材の弾性力で壁面構成板を取付面側に引付
けたことを特徴とする壁面構成板の施工構造である。
[Means for Solving the Problems] The means adopted by the present invention is that in a structure in which a wall component plate is attached to a mounting surface, a backing tool that comes into contact with the back surface of the wall component plate is provided between the mounting surface and the wall component plate. A hook equipped with an elastic member that generates an elastic force toward the mounting surface is fixed to the mounting surface, and a hook provided at the tip of the elastic member is inserted into a recess drilled in the side surface of the wall component plate. This is a construction structure of a wall structure plate, characterized in that the wall structure plates are engaged with each other, and the wall structure plate is attracted to the mounting surface side by the elastic force of the elastic member.

【0009】前記裏当て具は、前記取付面に固定した固
定部材と、該固定部材の水平部へ出入れ調節可能に接合
し且つ前記壁面構成板の下端面と当接する支持部材と、
該支持部材から立設し且つ前記壁面構成板の背面と当接
する起立部材とで構成し、壁面構成板の出入れ調節がで
きるようにすることもある。
The backing tool includes a fixing member fixed to the mounting surface, a support member that is connected to the horizontal portion of the fixing member so as to be adjustable in and out, and comes into contact with the lower end surface of the wall component plate.
It may also include an upright member that stands up from the support member and comes into contact with the back surface of the wall structure plate, so that the wall structure plate can be adjusted in and out.

【0010】また、前記裏当て具は、前記取付面に固定
した固定部材と、該固定部材の垂直部に取付面へ向つて
螺合し且つ前記壁面構成板の下端面と当接する支持ボル
トと、該支持ボルトに螺合し且つ前記壁面構成板の背面
と当接するナツトとで構成し、壁面構成板の出入れ調節
ができるようにすることもある。
[0010] The backing tool also includes a fixing member fixed to the mounting surface, and a support bolt that is threaded into a vertical portion of the fixing member toward the mounting surface and comes into contact with the lower end surface of the wall component plate. , and a nut that is threaded onto the support bolt and comes into contact with the back surface of the wall component plate, so that the wall component plate can be adjusted in and out.

【0011】更に、前記裏当て具は、前記取付面に固定
した固定部材と、該固定部材の垂直部に取付面へ向つて
螺合する支持ボルトとからなり、該支持ボルトは前記壁
面構成板の背面と当接する鍔部を形成する共にボルト先
端部に回動工具が接合する接合部を形成し、壁面構成板
の出入れ調節が壁面構成板の表面側からできるようにす
ることもある。
Furthermore, the backing tool includes a fixing member fixed to the mounting surface, and a support bolt screwed into a vertical portion of the fixing member toward the mounting surface, and the support bolt is attached to the wall component plate. At the same time, a joint part is formed at the tip of the bolt to which a rotating tool is connected, so that the wall component plate can be adjusted in and out from the front side of the wall component plate.

【0012】前記引付け具は、前記取付面に固定した固
定部材と、該固定部材の突設部へ出入れ調節可能に接合
した前記弾性部材とからなり、取付面の凹凸に対応でき
るようにすることもある。
The attachment device includes a fixing member fixed to the mounting surface, and the elastic member joined to the protruding portion of the fixing member so that it can be moved in and out, and is adapted to accommodate unevenness of the mounting surface. Sometimes I do.

【0013】前記取付面は、建物躯休に取付けた基板の
表面とし、凹凸の少ないものとすることもある。前記裏
当て具は、前記取付面に固定した長尺の固定片と、該固
定片に接合し且つ前記壁面構成板の背面と当接する起立
片と、該起立片から突設し且つ前記壁面構成板の下端面
と当接する支持片とを備え、複数枚の壁面構成板を−度
に支持することもある。
[0013] The mounting surface may be the surface of a substrate attached to the building's roof, and may have few irregularities. The backing tool includes a long fixed piece fixed to the mounting surface, an upright piece that is joined to the fixed piece and comes into contact with the back surface of the wall structure plate, and a standing piece that projects from the upright piece and that is connected to the wall structure. It may be provided with a support piece that comes into contact with the lower end surface of the plate, and supports a plurality of wall surface constituent plates at the same time.

【0014】[0014]

【作  用】壁面構成板の表面に加わつた押圧力は、壁
面構成板の背面及び裏当て具を介して取付面に伝達され
る。このとき、壁面構成板は、その背面が裏当て具に面
状又は線状に当接しているため、従来の応力集中の生じ
る挿入孔に支持ピンを挿入した支持構造に比べ、壁面構
成板に発生する応力が飛躍的に小さくなる。従って、施
工壁面の耐衝撃性は飛躍的に向上でき、壁面構成板は従
来に比べ薄くすることができる。
[Operation] The pressing force applied to the surface of the wall component plate is transmitted to the mounting surface via the back surface of the wall component plate and the backing tool. At this time, the back surface of the wall component plate is in contact with the backing tool in a planar or linear manner, so compared to the conventional support structure in which a support pin is inserted into the insertion hole where stress concentration occurs, the wall component plate The stress generated is dramatically reduced. Therefore, the impact resistance of the constructed wall surface can be dramatically improved, and the wall structure plates can be made thinner than before.

【0015】壁面構成板は、引掛け具の弾性力で取付面
側に引付けられて裏当て具に圧着しているため、容易に
移動しない。そのため、壁面構成板を裏当て具又は引掛
け具に接着剤で更に強固に接合する場合であつても、壁
面構成板を仮固定する手間を必要としない。
[0015] The wall component plate is not easily moved because it is attracted to the mounting surface side by the elastic force of the hook and is crimped to the backing tool. Therefore, even when the wall component plate is more firmly bonded to the backing tool or the hooking tool with an adhesive, there is no need to temporarily fix the wall component board.

【0016】壁面構成板を取付面から離反する手前側に
引張ると、引掛け具の弾性部材の弾性変形により、引掛
け具の鉤部との係合を維持したまま手前側に引出される
。壁面構成板を手前に引出したときに、隣接する壁面構
成板との間で、裏当て具の出入調節ができる作業間隙を
形成するときには、壁面構成板を取外すことなく施工壁
面の面出し作業ができる。
When the wall component plate is pulled toward the front away from the mounting surface, the elastic member of the hook is elastically deformed, and the hook is pulled out toward the front while maintaining engagement with the hook portion of the hook. When a wall component board is pulled out, when creating a working gap between an adjacent wall component board and the backing tool can be adjusted in and out, it is possible to level the surface of the constructed wall without removing the wall component board. can.

【0017】裏当て具の支持ボルトに、壁面構成板の背
面と当接する鍔部及び回動工具が接合する接合部を形成
してあるときには、壁面構成板の表面側からで支持ボル
トの出入れ調節がきるため、壁面構成板を取外すことな
く施工壁面の面出し作業ができる。
[0017] When the support bolt of the backing tool has a flange that contacts the back surface of the wall component plate and a joint portion that connects the rotating tool, the support bolt can be inserted and removed from the front side of the wall component plate. Since it is adjustable, it is possible to level the surface of the constructed wall without removing the wall component plates.

【0018】[0018]

【実施例】以下、本発明に係る壁面構成板の施工構造を
図面に示す実施例に基づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The construction structure of a wall structure plate according to the present invention will be explained below based on the embodiments shown in the drawings.

【0019】(第1実施例)図1は、第1実施例の斜視
図を示すものである。コンクリート躯体面からなる取付
面2は、その所定位置に、裏当て具11の複数個及び引
掛け具21の複数個が固定されている。壁面構成板31
は、その側面31b,31bに穿設した凹部31d,3
1d…に引掛け具21の鉤部24が係合され、該引掛け
具21の弾性部材23の弾性力で取付面2側に引付けら
れ、その背面31aの上下縁側が裏当て具11,11…
で支持されている。
(First Embodiment) FIG. 1 shows a perspective view of a first embodiment. A plurality of backing tools 11 and a plurality of hooking tools 21 are fixed to a predetermined position of the mounting surface 2 made of a concrete frame surface. Wall component board 31
are recessed portions 31d, 3 bored in the side surfaces 31b, 31b.
The hook portion 24 of the hook 21 is engaged with the hook 21, and is pulled toward the mounting surface 2 by the elastic force of the elastic member 23 of the hook 21, and the upper and lower edges of the back surface 31a are connected to the backing tool 11, 11...
It is supported by

【0020】上記裏当て具11は、ステンレスステール
又はアルミニユーム等の素材からなり、取付面2にセル
フドリリングビス16で固定したL型の固定部材12と
、固定部材12の水平部12aへ出入れ調節可能にボル
ト・ナツト15で接合した支持部材13と、支持部材1
3に取着したピン状の起立部材14とからなる。支持部
材13は、手前側に載置面13aが形成され、壁面構成
板31の下端面31cを受載するようにしてある。固定
部材12及び支持部材13に形成されている挿通孔12
c,12d,13cは、いずれも調節可能なように長孔
に形成されている。
The backing tool 11 is made of a material such as stainless steel or aluminum, and can be adjusted in and out of the L-shaped fixing member 12 fixed to the mounting surface 2 with a self-drilling screw 16 and the horizontal part 12a of the fixing member 12. The support member 13 and the support member 1 are connected together with bolts and nuts 15.
It consists of a pin-shaped upright member 14 attached to 3. The support member 13 has a mounting surface 13a formed on the front side, and is adapted to receive the lower end surface 31c of the wall structure plate 31. Insertion hole 12 formed in fixing member 12 and support member 13
c, 12d, and 13c are all formed into elongated holes so as to be adjustable.

【0021】前記引掛け具21は、ステンレスステール
製であつて、基盤部材22と、基盤部22の上下に夫々
枢支25,25した弾性部材23,23とからなる。基
盤部22は、取付面2に埋設したホールインアンカー2
6にボルト27で固定されている。弾性部材23は、反
発弾性力を貯えるコイルバネ部23a及び線材部23b
からなり、線材部23bの先端側にピン状の鉤部24が
一体又は別体に設けられている。引掛け具21は、線材
部23bを弯曲状に撓ませた状態で、釣部24を壁面構
成板31の凹部31d,31d…に係合し、弾性部材2
3に貯えた反発弾性力で壁面構成板31を取付面2に向
う矢符F方向に引付けてある。
The hook 21 is made of stainless steel and consists of a base member 22 and elastic members 23, 23 which are pivoted at the top and bottom of the base 22, respectively. The base portion 22 has a hole-in anchor 2 buried in the mounting surface 2.
6 with bolts 27. The elastic member 23 includes a coil spring section 23a and a wire section 23b that store repulsion elastic force.
A pin-shaped hook portion 24 is provided integrally or separately on the distal end side of the wire rod portion 23b. The hooking tool 21 engages the fishing portion 24 with the recessed portions 31d, 31d... of the wall structure plate 31 with the wire portion 23b bent in a curved shape, and the elastic member 2
The wall structure plate 31 is attracted in the direction of the arrow F toward the mounting surface 2 by the repulsion elastic force stored in the mounting surface 3.

【0022】本実施例の施工手顔は、次の通りである。 先ず、割付け計画に基づいて取付面2の所定位置に、裏
当て具11の複数をセルフドリリングビス16で固定す
ると共に引掛け具21の複数をホールインアンカー26
及びボルト27で固定する。そして、裏当て具11の支
持部材13の高さ及び起立部材14の出入を、夫々調節
する。次に、上下の裏当て具11,11の間に壁面構成
板31を配置すると共に、左右に夫々ある引掛け具21
の線状部23b,23bを適度に弯曲変形させつつ鉤部
24,24を壁面構成板31の凹部31d,31dに係
合する。この係合により壁面構成板31は、引掛け具2
1の弾性力で取付面2側に引付けられ、その背面31a
の上下縁側が裏当て具11,11…で不動状態に支持さ
れる。続けて、支持済みの壁面構成板31の側部に新な
壁面構成板31を配置し、支持済み壁面構成板31と係
合している引掛け具21の鉤部24,24を新な壁面構
成板31の一方の凹部31d,31dに挿入すると共に
、新な壁面構成板31の他方の凹部31d,31dに引
掛け具21の鉤部24,24を係合し、新な壁面構成板
31を支持する。この様にして支持済みの壁面構成板3
1の側部に新な壁面構成板31を順次支持していく。 支持済み壁面構成板31,31…の上下側にも壁面構成
板31,31…を順次支持する。壁面構成板31,31
の間に形成された目地間隙には、目地材(図示省略)が
必要に応じて充填される。
The construction process of this example is as follows. First, a plurality of backing tools 11 are fixed at predetermined positions on the mounting surface 2 using self-drilling screws 16 based on an allocation plan, and a plurality of hooking tools 21 are fixed using hole-in anchors 26.
and fix with bolts 27. Then, the height of the support member 13 of the backing tool 11 and the movement in and out of the upright member 14 are adjusted respectively. Next, the wall structure plate 31 is arranged between the upper and lower backing tools 11, 11, and the hooks 21 on the left and right sides are
The hook portions 24, 24 are engaged with the recesses 31d, 31d of the wall structure plate 31 while appropriately deforming the linear portions 23b, 23b. Due to this engagement, the wall structure plate 31 is attached to the hook 2.
It is attracted to the mounting surface 2 side by the elastic force of 1, and its back surface 31a
The upper and lower edges of are immovably supported by backing tools 11, 11, . . . . Subsequently, a new wall component board 31 is placed on the side of the supported wall component board 31, and the hooks 24, 24 of the hooks 21 that are engaged with the supported wall component board 31 are placed on the side of the supported wall component board 31. The hooks 24, 24 of the hooks 21 are inserted into one of the recesses 31d, 31d of the new wall construction board 31, and the hooks 24, 24 of the hook 21 are engaged with the other recesses 31d, 31d of the new wall construction board 31. support. Wall component board 3 supported in this way
New wall surface constituent plates 31 are successively supported on the sides of 1. The wall surface forming plates 31, 31... are also supported in sequence on the upper and lower sides of the supported wall forming plates 31, 31.... Wall configuration plates 31, 31
The joint gap formed between the two is filled with a joint material (not shown) as necessary.

【0023】仮に、壁面全休からみて凹んだ壁面構成板
31があつたときには、その壁面構成板31を強制的に
手前側に引張る。すると壁面構成板31は、引掛け具2
1の弾性部材23の弾性変形により、鉤部24,24と
の係合を維持したまま手前側に引出される。壁面構成板
31を手前側に引出して形成した間隙を利用して、壁面
構成板31の背面31aと裏当て具11の起立部材14
との間に、調節厚みに相当する肉厚の調節板を挿入し、
その後に壁面構成板31の強制的引出しを止める。この
様に、壁面構成板31を取外すことなく施工壁面の面出
し作業が簡易迅速にできる。
[0023] If there is a wall forming plate 31 that is recessed when viewed from the wall completely, the wall forming plate 31 is forcibly pulled toward the front. Then, the wall structure plate 31 is attached to the hook 2
Due to the elastic deformation of the first elastic member 23, the first elastic member 23 is pulled out toward the front side while maintaining engagement with the hooks 24, 24. The back surface 31a of the wall surface structure plate 31 and the upright member 14 of the backing tool 11 are connected by using the gap formed by pulling out the wall structure plate 31 toward the front side.
Insert an adjustment plate with a wall thickness corresponding to the adjustment thickness between the
After that, the forced drawing out of the wall structure plate 31 is stopped. In this way, the surface leveling work of the constructed wall surface can be done easily and quickly without removing the wall structure plate 31.

【0024】施工された壁面構成板31の表面に加わつ
た押圧力は、壁面構成板31の背面31a及び裏当て具
11を介して取付面2に伝達される。このとき、壁面構
成板31は、裏当て具11の起立部材14に背面31a
が線状に当接しているため、図13に示す従来の応力集
中の生じる挿入孔8cに支持ピン9を挿入した支持構造
に比べ、発生する応力が飛躍的に小さくなる。従って、
壁面の耐衝撃性は飛躍的に向上でき、壁面構成板31は
従来に比べ薄くすることができる。
The pressing force applied to the surface of the constructed wall forming plate 31 is transmitted to the mounting surface 2 via the back surface 31a of the wall forming plate 31 and the backing tool 11. At this time, the wall structure plate 31 is attached to the back surface 31a of the upright member 14 of the backing tool 11.
Since they are in linear contact with each other, the generated stress is dramatically reduced compared to the conventional support structure shown in FIG. 13 in which the support pin 9 is inserted into the insertion hole 8c where stress concentration occurs. Therefore,
The impact resistance of the wall surface can be dramatically improved, and the wall structure plate 31 can be made thinner than before.

【0025】壁面構成板31は、引掛け具21の弾性力
で取付面2側に引付けられて裏当て具11に圧着してい
るため、容易に移動しない。そのため、壁面構成板31
を裏当て具11又は引掛け具21に接着剤(図示は省略
)で更に強固に接合する場合であつても、壁面構成板3
1を仮固定する手間を必要としない。
The wall surface forming plate 31 is attracted to the mounting surface 2 side by the elastic force of the hook 21 and is pressed against the backing tool 11, so that it does not move easily. Therefore, the wall component plate 31
Even if the wall component board 3 is more firmly bonded to the backing tool 11 or the hooking tool 21 with an adhesive (not shown),
There is no need to temporarily fix 1.

【0026】図2(A),(B)は、別態様の引掛け具
21−1,21−2を示す斜視図である。引掛け具21
−1は、基盤部材22−1の上下の折曲げ支持片22−
1aに挿通孔22−1bが夫々設けられ、上下の挿通孔
22−1b,22−1bに線状の弾性部材23−1が挿
通され、弾性部材23一1の上下端に鉤部24−1,2
4−1が設けられている。他方の引掛け具21−2は、
基盤部材22−2の上下に弾性部材23−2,23−2
が枢支25−2,25−2され、各弾性部材23−2の
先端に鉤部24−2が設けられている。各弾性部材23
−2は、曲げられる線状部23−2cと、捩られる線状
部23−2dと、反力を受ける回動阻止部23−2eと
からなる。
FIGS. 2A and 2B are perspective views showing hooks 21-1 and 21-2 of other embodiments. Hook 21
-1 is the upper and lower bending support piece 22- of the base member 22-1.
1a is provided with an insertion hole 22-1b, a linear elastic member 23-1 is inserted into the upper and lower insertion holes 22-1b, 22-1b, and a hook portion 24-1 is provided at the upper and lower ends of the elastic member 23-1. ,2
4-1 is provided. The other hook 21-2 is
Elastic members 23-2, 23-2 are provided above and below the base member 22-2.
are pivoted 25-2, 25-2, and a hook portion 24-2 is provided at the tip of each elastic member 23-2. Each elastic member 23
-2 consists of a linear portion 23-2c that is bent, a linear portion 23-2d that is twisted, and a rotation prevention portion 23-2e that receives a reaction force.

【0027】(第2実施例)図3は、第2実施例の斜視
図を示すものである。本実施例が前記図1に示す第1実
施例と異なる箇所は、壁面構成板31の側面31b,3
1bの凹部31d,31dが縦長溝状に形成され、凹部
31d,31d内を鉤部24,24が上下摺動できるよ
うされている点である。壁面構成板31を強制的に手前
側に引張つたとき、弾性部材23,23は、接近する方
向に大きく撓み変形する。そのため、本実施例は、壁面
構成板31の手前側への引出し寸法を大きくすることが
可能となり、スパナ等で裏当て具11のボルト・ナツト
15を緩め・締付けて行なう起立部材14の出入れ調節
が簡単にできる。
(Second Embodiment) FIG. 3 shows a perspective view of a second embodiment. This embodiment differs from the first embodiment shown in FIG.
The concave portions 31d, 31d of 1b are formed in the shape of longitudinal grooves, and the hook portions 24, 24 can vertically slide within the concave portions 31d, 31d. When the wall surface forming plate 31 is forcibly pulled toward the front side, the elastic members 23, 23 are largely bent and deformed in the direction toward which they approach each other. Therefore, in this embodiment, it is possible to increase the dimension of the wall structure plate 31 to be pulled out toward the front, and the upright member 14 can be moved in and out by loosening and tightening the bolts and nuts 15 of the backing tool 11 with a spanner or the like. Easy to adjust.

【0028】(第3実施例)図4及び図5は、第3実施
例を示すものである。本実施例が前記図1に示す第1実
施例と異なる箇所は、引掛け具21−3である。引掛け
具21−3は、基盤部材22−3の上下側に弾性部材2
3−3が夫々2個宛て枢支25−3され、各弾性部材2
3−3の先端に鉤部24−3が折曲形成され、各弾性部
材23−3の途中に蔓巻きバネ部23−3aが形成され
ている。壁面構成板31を図4中の二点鎖線で示すよう
に強制的に手前側へ引張つたとき、引掛け具21−3の
各弾性部材23−3の蔓巻きバネ部23−3aが変形す
るため、引張つた壁面構成板31を大きく手前側へ引出
すことが可能となる。その結果、本実施例では、スパナ
等で裏当て具11のボルト・ナツト15を緩め・締付け
て行なう起立部材14の出入れ調節がきわめて簡単にで
きる。
(Third Embodiment) FIGS. 4 and 5 show a third embodiment. The difference between this embodiment and the first embodiment shown in FIG. 1 is the hook 21-3. The hook 21-3 has elastic members 2 on the upper and lower sides of the base member 22-3.
3-3 are each pivoted to two pieces 25-3, and each elastic member 2
A hook portion 24-3 is bent at the tip of each elastic member 23-3, and a helical spring portion 23-3a is formed in the middle of each elastic member 23-3. When the wall structure plate 31 is forcibly pulled toward the front as shown by the two-dot chain line in FIG. 4, the coiled spring portions 23-3a of each elastic member 23-3 of the hook 21-3 are deformed. Therefore, it becomes possible to draw out the stretched wall surface forming plate 31 largely toward the front side. As a result, in this embodiment, the upright member 14 can be moved in and out very easily by loosening and tightening the bolts and nuts 15 of the backing tool 11 using a spanner or the like.

【0029】(第4実施例)図6は、第4実施例の斜視
図を示すものである。本実施例が前記図3に示す第2実
施例と異なる箇所は、裏当て具11−4を長尺に形成し
、1個の裏当て具11−4で複数枚の壁面構成板31を
支持できるようにした点である。裏当て具11−4は、
アルミニユーム素材等から成型され、取付面2に固定し
た長尺の固定片12−4と、該固定片12−4に接合し
且つ壁面構成板31の背面31aと当接する起立片14
−4と、該起立片14−4から突設し且つ壁面構成板3
1aの下端面31cと当接する支持片13−4とからな
る。裏当て具11−4は、取付面2に対してセルフドリ
リングビス16,16…で固定される。
(Fourth Embodiment) FIG. 6 shows a perspective view of a fourth embodiment. This embodiment differs from the second embodiment shown in FIG. This is what we have made possible. The backing tool 11-4 is
A long fixed piece 12-4 molded from an aluminum material or the like and fixed to the mounting surface 2, and an upright piece 14 that is joined to the fixed piece 12-4 and comes into contact with the back surface 31a of the wall structure plate 31.
-4, and the wall structure plate 3 protruding from the upright piece 14-4.
It consists of a support piece 13-4 that comes into contact with the lower end surface 31c of 1a. The backing tool 11-4 is fixed to the mounting surface 2 with self-drilling screws 16, 16, . . . .

【0030】(第5実施例)図7は、第5実施例の斜視
図を示すものである。本実施例が前記図6に示す第4実
施例と異なる箇所は、長尺の裏当て具11−4の複数本
を基板33に固定し、基板33を取付面2に固定した点
である。基板33は、アルミニユーム製パネル,合板又
は石膏ボード等からなり、コンリート製の取付面2に埋
設したホールインアンカー26にボル27で固定される
。取付面2としては、コンクリート製躯休面以外に、図
示は省略したが、柱面であつてもよい。
(Fifth Embodiment) FIG. 7 shows a perspective view of the fifth embodiment. The difference of this embodiment from the fourth embodiment shown in FIG. The substrate 33 is made of an aluminum panel, plywood, gypsum board, or the like, and is fixed with bolts 27 to hole-in anchors 26 buried in the concrete mounting surface 2. The mounting surface 2 may be a pillar surface other than a concrete support surface, although not shown.

【0031】(第6実施例)図8乃至図10は、第6実
施例の斜視図を示すものである。コンクリート躯体面か
らなる取付面2は、その所定位置に、裏当て具41の複
数個及び引掛け具51の複数個が固定されている。壁面
構成板31は、その側面31b,31bに穿設した凹部
31d,31d…に引掛け具51の鉤部24が係合され
、該引掛け具51の弾性部材53の弾性力で取付面2側
に引付けられ、その背面31aの上下縁側が裏当て具4
1,41…で支持されている。
(Sixth Embodiment) FIGS. 8 to 10 show perspective views of a sixth embodiment. A plurality of backing tools 41 and a plurality of hooking tools 51 are fixed to a predetermined position of the mounting surface 2 made of a concrete frame surface. The hook portion 24 of the hook 51 is engaged with the recesses 31d, 31d... formed in the side surfaces 31b, 31b of the wall surface component plate 31, and the mounting surface 2 is fixed by the elastic force of the elastic member 53 of the hook 51. The upper and lower edges of the back surface 31a are attached to the backing tool 4.
It is supported by 1,41...

【0032】上記裏当て具41は、図10及び図8に示
す如く、ステンレスステール製であつて、取付面2にセ
ルフドリリングビス16,16で固定した固定部材42
と、固定部材42の垂直部42bに螺合し且つ壁面構成
板31の下端面31cと当接する支持ボルト43と、支
持ボルト43に螺合し且つ壁面構成板31の背面31a
と当接するナツト44とからなる。支持ボルト43は、
壁面構成板31の下端面31cと当接する部分を平坦面
43aとしてある。
As shown in FIGS. 10 and 8, the backing tool 41 is made of stainless steel and has a fixing member 42 fixed to the mounting surface 2 with self-drilling screws 16, 16.
, a support bolt 43 that is screwed into the vertical portion 42b of the fixing member 42 and comes into contact with the lower end surface 31c of the wall configuration plate 31, and a back surface 31a of the wall configuration plate 31 that is screwed into the support bolt 43 and
and a nut 44 that abuts. The support bolt 43 is
A portion of the wall structure plate 31 that contacts the lower end surface 31c is a flat surface 43a.

【0033】前記引掛け具51は、図9及び図8に示す
如く、ステンレスステール製であつて、取付面2に固定
した固定部材58と、固定部材58の突設部58aへ出
入れ調節可能にボルト・ナツト55で接合した弾性部材
53と、弾性部材53の上下端に取着したピン状の鉤部
54,54とからなる。固定部58は、取付面2に埋設
したホールインアンカー(図示省略)にボルト27で固
定されている。弾性部材53は、中央の接合片53cと
、帯板を90度捩つて形成した二股部53d,53dと
からなる。引掛け具51は、釣部54,54を壁面構成
板31の凹部31d,31d…に係合し、弾性部材53
dの各二股部53dの曲げ撓み領域53d−1に貯えた
反発弾性力で壁面構成板31を取付面に向う矢符F方向
に引付けてある。
As shown in FIGS. 9 and 8, the hook 51 is made of stainless steel and can be adjusted in and out of a fixing member 58 fixed to the mounting surface 2 and a protrusion 58a of the fixing member 58. It consists of an elastic member 53 joined to the upper and lower ends of the elastic member 53 with bolts and nuts 55, and pin-shaped hooks 54, 54 attached to the upper and lower ends of the elastic member 53. The fixing portion 58 is fixed to a hole-in anchor (not shown) buried in the mounting surface 2 with a bolt 27. The elastic member 53 consists of a central joint piece 53c and bifurcated parts 53d, 53d formed by twisting a band plate 90 degrees. The hook 51 engages the fishing portions 54, 54 with the recesses 31d, 31d... of the wall structure plate 31, and the elastic member 53
The wall structure plate 31 is attracted in the direction of the arrow F toward the mounting surface by the repulsion elastic force stored in the bending deflection region 53d-1 of each bifurcated portion 53d.

【0034】本実施例の施工手順は、次の通りである。 先ず、割付け計画に基づいて取付面2の所定位置に、裏
当て具41の複数をセルフドリリングビス16で固定す
ると共に引掛け具51の複数をホールインアンカー(図
示省略)及びボルト27で固定する。そして、各裏当て
具41の支持ボルト43の捩込み量及びナツト44の螺
合位置を夫々調節し、各ナツト44の当接面44aが同
一の仮想面に位置するようにする。更に、各引掛け具5
1のボルト・ナツト55を緩め・締付けて、鉤部54,
54の出入寸法及び高さ地位を調節し、各鉤部54が同
一の仮想面に位置するようにする。次に、上下の裏当て
具41,41の間に壁面構成板31を配置すると共に、
左右に夫々ある引掛け具51の弾性部材53を適度に弯
曲変形させつつ鉤部54,54を壁面構成板31の凹部
31d,31dに係合する。この係合がなされると壁面
構成板31は、引掛け具51の弾性力で取付面2側に引
付けられ、その背面31aの上下縁側が裏当て具41,
41…で不動状態に支持される。続けて、支持済みの壁
面構成板31の側部に新な壁面構成板31を配置し、支
持済み壁面構成板31と係合している引掛け具51の鉤
部54,54を新な壁面構成板31の一方の凹部31d
,31dに挿入すると共に、新な壁面構成板31の他方
の凹部31d,31dに引掛け具51の鉤部54,54
を係合し、新な壁面構成板31を支持する。この様にし
て支持済みの壁面構成板31の側部に新な壁面構成板3
1を順次支持していく。支持済み壁面構成板31,31
…の上下にも壁面構成板31,31…を順次支持する。
The construction procedure of this example is as follows. First, a plurality of backing tools 41 are fixed to predetermined positions on the mounting surface 2 based on an allocation plan using self-drilling screws 16, and a plurality of hooking tools 51 are fixed using hole-in anchors (not shown) and bolts 27. . Then, the screwing amount of the support bolt 43 of each backing tool 41 and the screwing position of the nut 44 are respectively adjusted so that the contact surfaces 44a of each nut 44 are located on the same virtual plane. Furthermore, each hook 5
Loosen and tighten the bolts and nuts 55 of
The dimensions and height of the hooks 54 are adjusted so that each hook 54 is located on the same virtual plane. Next, the wall structure plate 31 is placed between the upper and lower backing tools 41, 41,
The hooks 54, 54 are engaged with the recesses 31d, 31d of the wall structure plate 31 while appropriately deforming the elastic members 53 of the hooks 51 on the left and right sides. When this engagement is made, the wall structure plate 31 is attracted to the mounting surface 2 side by the elastic force of the hook 51, and the upper and lower edges of the back surface 31a are attached to the backing tool 41,
41... is supported in an immovable state. Subsequently, a new wall component board 31 is placed on the side of the supported wall component board 31, and the hooks 54, 54 of the hooks 51 that are engaged with the supported wall component board 31 are placed on the side of the supported wall component board 31. One recess 31d of the component plate 31
, 31d, and the hooks 54, 54 of the hook 51 are inserted into the other recesses 31d, 31d of the new wall structure plate 31.
to support the new wall structure plate 31. In this way, a new wall structure plate 3 is attached to the side of the supported wall structure plate 31.
1 will be supported in sequence. Supported wall structure plates 31, 31
The wall structure plates 31, 31, etc. are sequentially supported on the upper and lower sides of....

【0035】仮に、壁面全体からみて凹凸の壁面構成板
31があつたときには、その壁面構成板31を強制的に
手前側に引張る。すると壁面構成板31は、引掛け具5
1の弾性部材53の弾性変形により、鉤部54,54と
の係合を維持したまま手前側に引出される。壁面構成板
31を手前側に引出して形成した間隙を利用して、裏当
て具41のナツト44を回転させて出入寸法を調節し、
その後に壁面構成板31の強制的引出しを止める。この
様に、壁面構成板31を取外すことなく施工壁面の面出
し作業が簡易迅速にできる。
[0035] If the wall surface forming plate 31 is uneven when viewed from the entire wall surface, the wall forming plate 31 is forcibly pulled toward the front side. Then, the wall structure plate 31 is attached to the hook 5
Due to the elastic deformation of the first elastic member 53, the first elastic member 53 is pulled out to the front side while maintaining engagement with the hooks 54, 54. Using the gap formed by pulling out the wall structure plate 31 to the front side, rotate the nut 44 of the backing tool 41 to adjust the dimensions of the entrance and exit,
After that, the forced drawing out of the wall structure plate 31 is stopped. In this way, the surface leveling work of the constructed wall surface can be done easily and quickly without removing the wall structure plate 31.

【0036】図11は、別態様の裏当て具61を示すも
のである。この裏当て具61が図10に示す実施例と異
なる点は、支持ボルト63である。即ち、支持ボルト6
3は、壁面構成板31(図8参照)の背面31aと当接
する鍔部63aと、鍔部63aより手前に突出した支持
ピン部63bと、ドライバー等の回動工具(図示省略)
が接合する接合部63cとを備えている。支持ボルト6
3は、支持ピン部63bで壁面構成板31の下端面を3
1cを受載し、上下の壁面構成板31,31の目地間隙
から挿入した回動工具を接合部63cに接合して回動調
節するたけで、鍔部63aの出入寸法の調節が簡単にで
きる。
FIG. 11 shows a backing tool 61 of another embodiment. This backing tool 61 differs from the embodiment shown in FIG. 10 in the support bolt 63. That is, the support bolt 6
3 is a flange 63a that comes into contact with the back surface 31a of the wall structure plate 31 (see FIG. 8), a support pin 63b that protrudes forward from the flange 63a, and a rotating tool such as a screwdriver (not shown).
and a joint portion 63c to which they are joined. Support bolt 6
3, the lower end surface of the wall structure plate 31 is supported by the support pin part 63b.
1c, and simply adjust the rotation by connecting a rotary tool inserted through the joint gap between the upper and lower wall component plates 31, 31 to the joint portion 63c, and the opening and closing dimensions of the flange portion 63a can be easily adjusted. .

【0037】(その他の実施例の検討)図1の実施例に
おいて、裏当て具11を、図8に示す裏当て具41又は
図11に示す裏当て具61に変更することができる。図
1の実施例において、引掛け具21を、図8及び図9に
示す引掛け具51に変更することができる。図6の実施
例において、引掛け具21を、図4及び図5に示す引掛
け具21−3に変更することができる。
(Study of Other Embodiments) In the embodiment shown in FIG. 1, the backing tool 11 can be changed to the backing tool 41 shown in FIG. 8 or the backing tool 61 shown in FIG. 11. In the embodiment of FIG. 1, the hook 21 can be changed to a hook 51 shown in FIGS. 8 and 9. In the embodiment of FIG. 6, the hook 21 can be changed to the hook 21-3 shown in FIGS. 4 and 5.

【0038】図1,図3,図4又は図8の実施例におい
て、裏当て具11又は41は、壁面構成板31の下端面
31cを受載して壁面構成板荷重を支承するタイプであ
るが、何らこれに限定するものではなく、図示は省略し
たが、壁面構成板31の背面31aのみと当接して壁面
構成板荷重を支承しないタイプであつてもよい。即ち、
裏当て具は、裏当て具11(図1参照)における載置面
13aの無いタイプ又は裏当て具61(図11参照)に
おける支持ピン部63bの無いタイプである。なお、壁
面構成板荷重は、引掛け具21又は51で支承される。
In the embodiment shown in FIG. 1, FIG. 3, FIG. 4, or FIG. 8, the backing tool 11 or 41 is of a type that supports the lower end surface 31c of the wall component plate 31 to support the load of the wall component plate. However, the present invention is not limited thereto, and although not shown in the drawings, it may be of a type that contacts only the back surface 31a of the wall component plate 31 and does not support the wall component plate load. That is,
The backing tool is of the type that does not have the mounting surface 13a in the backing tool 11 (see FIG. 1) or the type that does not have the support pin part 63b in the backing tool 61 (see FIG. 11). Note that the wall component plate load is supported by the hook 21 or 51.

【0039】[0039]

【発明の効果】以上詳述の如く、本発明は、以下の如き
優れた効果を有する。 ○1  壁面構成板は、その背面が裏当て具に面状又は
線状に当接しているため、押圧等によつて発生する応力
が、従来の応力集中の生じる支持構造に比べ飛躍的に小
さくなる。従つて、壁面の耐衝撃性は飛躍的に向上でき
、壁面構成板は従来に比べ薄くすることができる。その
結果、本発明は、裏当て具及び引掛け具の軽量小型化が
図れると共に、施工時の作業能率の向上とコスト低下を
可能にする。
Effects of the Invention As detailed above, the present invention has the following excellent effects. ○1 The back surface of the wall component plate is in contact with the backing tool in a planar or linear manner, so the stress generated by pressing etc. is significantly smaller than in conventional support structures where stress concentration occurs. Become. Therefore, the impact resistance of the wall surface can be dramatically improved, and the wall structure plates can be made thinner than in the past. As a result, the present invention makes it possible to reduce the weight and size of the backing tool and the hooking tool, as well as improve work efficiency and reduce costs during construction.

【0040】○2  壁面構成板は、引掛け具の弾性力
で取付面側に引付けられて裏当て具に圧着しているため
、容易に移動しない。その結果、本発明は、壁面構成板
を裏当て具又は引掛け具に接着剤で強固に接合する場合
であつても、壁面構成板を仮固定する手間を必要としな
いため、仮固定を必要とする従来に比べ、作業工数の低
減が図れ、施工時の作業能率の向上とコスト低下を可能
にする。
○2 The wall component plate is not easily moved because it is attracted to the mounting surface side by the elastic force of the hook and is crimped to the backing tool. As a result, the present invention does not require the effort of temporarily fixing the wall structure plate even when the wall structure plate is firmly bonded to the backing tool or the hooking tool with adhesive. Compared to conventional methods, the number of man-hours required can be reduced, improving work efficiency and reducing costs during construction.

【0041】○3  壁面構成板を手前に引出したとき
に、隣接する壁面構成板との間で、裏当て具の出入調節
を可能とする作業間隙が形成できるので、壁面構成板を
取外すことなく施工壁面の面出し作業ができる。その結
果、本発明は、壁面構成板の取外を余儀なくされる従来
構造に比べ、施工壁面の面出し作業が簡易迅速にできる
ため、施工期間を短縮することが可能になる。
[0041]○3 When the wall component plate is pulled out, a working gap is created between the adjacent wall component plate that allows the backing tool to be moved in and out. Can perform surface leveling work on construction walls. As a result, in the present invention, compared to the conventional structure in which the wall component plates must be removed, the surface leveling work of the constructed wall surface can be performed simply and quickly, thereby making it possible to shorten the construction period.

【0042】○4  裏当て具の支持ボルトに、壁面構
成板の背面と当接する鍔部及び回動工具が接合する接合
部を形成してあるときには、壁面構成板の表面側からで
支持ボルトの出入れ調節がきるため、壁面構成板を取外
すことなく施工壁面の面出し作業ができる。その結果、
本発明は、施工壁面の面出し作業が簡易迅速にできるた
め、施工期間を飛躍的に短縮することが可能になる。
○4 When the support bolt of the backing tool has a flange that comes into contact with the back side of the wall component plate and a joint that connects the rotating tool, the support bolt should be inserted from the front side of the wall component plate. Since it can be adjusted in and out, surface leveling work on the constructed wall surface can be done without removing the wall component boards. the result,
According to the present invention, the surface leveling work of the wall surface to be constructed can be performed easily and quickly, so that the construction period can be dramatically shortened.

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

【図1】本発明の第1実施例を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of the present invention.

【図2】本発明を構成する引掛け具の別態様の実施例を
二つ示す斜視図である。
FIG. 2 is a perspective view showing two other embodiments of the hook constituting the present invention.

【図3】本発明の第2実施例を示す斜視図である。FIG. 3 is a perspective view showing a second embodiment of the present invention.

【図4】本発明の第3実施例を示す側面図である。FIG. 4 is a side view showing a third embodiment of the present invention.

【図5】同実施例に用いる引掛け具を示すものであつて
、(A)は正面図、(B)は側面図である。
FIG. 5 shows a hook used in the same embodiment, in which (A) is a front view and (B) is a side view.

【図6】本発明の第4実施例を示す斜視図である。FIG. 6 is a perspective view showing a fourth embodiment of the present invention.

【図7】本発明の第5実施例を示す斜視図である。FIG. 7 is a perspective view showing a fifth embodiment of the present invention.

【図8】本発明の第6実施例を示す斜視図である。FIG. 8 is a perspective view showing a sixth embodiment of the present invention.

【図9】同実施例に用いる引掛け具を分解して示す斜視
図である。
FIG. 9 is an exploded perspective view of the hook used in the same embodiment.

【図10】同実施例に用いる裏当て具を分解し且つ一部
切欠いて示す斜視図である。
FIG. 10 is an exploded and partially cutaway perspective view of the backing tool used in the same embodiment.

【図11】同実施例に用いる裏当て具の別態様を分解し
且つ一部切欠いて示す斜視図である。
FIG. 11 is an exploded and partially cutaway perspective view of another embodiment of the backing tool used in the same embodiment.

【図12】従来の壁面構成板の施工構造を示す正面図で
ある。
FIG. 12 is a front view showing the construction structure of a conventional wall structure plate.

【図13】図12のc−c線における拡大縦断面図であ
る。
13 is an enlarged longitudinal cross-sectional view taken along line cc in FIG. 12. FIG.

【図14】図12のD−D線における拡大横断面図であ
る。
14 is an enlarged cross-sectional view taken along line DD in FIG. 12. FIG.

【符号の説明】[Explanation of symbols]

2…取付面    11(41,61)…裏当て具21
(51)…引掛け具    23(53)…弾性部材2
4(54)…鉤部    31…壁面構成板    3
1d…凹部
2... Mounting surface 11 (41, 61)... Backing tool 21
(51)...Hook tool 23 (53)...Elastic member 2
4 (54)...Hook part 31...Wall surface composition board 3
1d...concavity

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】  取付面に壁面構成板を取付ける構造に
おいて、取付面と壁面構成板との間に、壁面構成板の背
面と当接する裏当て具を配設し、取付面に向う弾性力の
生じる弾性部材を備えた引掛け具を取付面に固定し、該
引掛け具の先端に設けた鉤部を壁面構成板の側面に穿設
した凹部に係合し、該弾性部材の弾性力で壁面構成板を
取付面側に引付けたことを特徴とする壁面構成板の施工
構造。
Claim 1: In a structure in which a wall component plate is attached to a mounting surface, a backing tool that comes into contact with the back surface of the wall component plate is disposed between the mounting surface and the wall component plate to prevent elastic force directed toward the mounting surface. A hook equipped with an elastic member that is generated is fixed to the mounting surface, and a hook provided at the tip of the hook is engaged with a recess drilled in the side surface of the wall component plate, and the elastic force of the elastic member is used to A construction structure for a wall component board, characterized in that the wall component board is attached to the mounting surface side.
【請求項2】  前記裏当て具は、前記取付面に固定し
た固定部材と、該固定部材の水平部へ出入れ調節可能に
接合し且つ前記壁面構成板の下端面と当接する支持部材
と、該支持部材から立設し且つ前記壁面構成板の背面と
当接する起立部材とで構成した請求項1に記載の壁面構
成板の施工構造。
2. The backing tool includes a fixing member fixed to the mounting surface, and a support member that is connected to a horizontal portion of the fixing member so as to be adjustable in and out of the fixing member and comes into contact with the lower end surface of the wall component plate. 2. The construction structure of a wall structure plate according to claim 1, comprising an upright member that stands up from the support member and comes into contact with the back surface of the wall structure plate.
【請求項3】  前記裏当て具は、前記取付面に固定し
た固定部材と、該固定部材の垂直部に取付面へ向つて螺
合し且つ前記壁面構成板の下端面と当接する支持ボルト
と、該支持ボルトに螺合し且つ前記壁面構成板の背面と
当接するナツトとで構成した請求項1に記載の壁面構成
板の施工構造。
3. The backing tool includes a fixing member fixed to the mounting surface, and a support bolt that is threaded into a vertical portion of the fixing member toward the mounting surface and comes into contact with a lower end surface of the wall component plate. 2. The wall structure plate construction structure according to claim 1, further comprising a nut that is threaded onto the support bolt and comes into contact with the back surface of the wall structure plate.
【請求項4】  前記裏当て具は、前記取付面に固定し
た固定部材と、該固定部材の垂直部に取付面へ向つて螺
合する支持ボルトとからなり、該支持ボルトは前記壁面
構成板の背面と当接する鍔部を形成する共にボルト先端
部に回動工具が接合する接合部を形成した請求項1に記
載の壁面構成板の施工構造。
4. The backing tool includes a fixing member fixed to the mounting surface, and a support bolt screwed into a vertical portion of the fixing member toward the mounting surface, and the support bolt is attached to the wall component plate. 2. The construction structure of a wall structure plate according to claim 1, further comprising a flange that contacts the back surface of the wall plate, and a joint portion to which a rotating tool is connected to the tip of the bolt.
【請求項5】  前記引付け具は、前記取付面に固定し
た固定部材と、該固定部材の突設部へ出入れ調節可能に
接合した前記弾性部材とからなる請求項1,23又は4
に記載の壁面構成板の施工構造。
5. The attracting device comprises a fixing member fixed to the mounting surface, and the elastic member joined to a protruding portion of the fixing member so as to be adjustable in and out.
The construction structure of the wall component board described in .
【請求項6】  前記取付面は、建物躯体に取付けた基
板の表面である請求項1に記載の壁面構成板の施工構造
6. The wall structure board construction structure according to claim 1, wherein the mounting surface is a surface of a substrate attached to a building frame.
【請求項7】  前記裏当て具は、前記取付面に固定し
た長尺の固定片と、該固定片に接合し且つ前記壁面構成
板の背面と当接する起立片と、該起立片から突設し且つ
前記壁面構成板の下端面と当接する支持片とを備えた請
求項1,5又は6に記載の壁面構成板の施工構造。
7. The backing tool includes a long fixed piece fixed to the mounting surface, an upright piece that is joined to the fixed piece and comes into contact with the back surface of the wall component plate, and a projecting piece from the upright piece. 7. The wall structure plate construction structure according to claim 1, further comprising a support piece that abuts a lower end surface of the wall structure plate.
JP12569291A 1991-03-06 1991-03-06 Construction of wall surface forming plate Pending JPH04281953A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12569291A JPH04281953A (en) 1991-03-06 1991-03-06 Construction of wall surface forming plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12569291A JPH04281953A (en) 1991-03-06 1991-03-06 Construction of wall surface forming plate

Publications (1)

Publication Number Publication Date
JPH04281953A true JPH04281953A (en) 1992-10-07

Family

ID=14916339

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12569291A Pending JPH04281953A (en) 1991-03-06 1991-03-06 Construction of wall surface forming plate

Country Status (1)

Country Link
JP (1) JPH04281953A (en)

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