JPH0932237A - Surface member fitting structure for concrete structure - Google Patents

Surface member fitting structure for concrete structure

Info

Publication number
JPH0932237A
JPH0932237A JP20381095A JP20381095A JPH0932237A JP H0932237 A JPH0932237 A JP H0932237A JP 20381095 A JP20381095 A JP 20381095A JP 20381095 A JP20381095 A JP 20381095A JP H0932237 A JPH0932237 A JP H0932237A
Authority
JP
Japan
Prior art keywords
concrete
anchor
holding member
concrete structure
tip
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
JP20381095A
Other languages
Japanese (ja)
Inventor
Yoko Tsuruta
葉子 鶴田
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.)
KEIKAN ART KK
Original Assignee
KEIKAN ART KK
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 KEIKAN ART KK filed Critical KEIKAN ART KK
Priority to JP20381095A priority Critical patent/JPH0932237A/en
Publication of JPH0932237A publication Critical patent/JPH0932237A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To accurately fit a surface member to a concrete structure without forming a notch at the edge section of the surface member as before. SOLUTION: The base end section of an anchor 11 is fitted to a concrete structure 50 side, and a holding member 12 for fitting a surface member is fitted on the tip side of the anchor 11. The tip section of the holding member 12 is arranged between connecting faces of multiple surface members, and a connecting pin 13 penetrating the tip section of the holding member 12 is driven into adjacent surface members.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はコンクリート構造物の表
面部材取り付け構造、より詳しくは、橋梁や擁壁表面へ
の自然石等の取り付け構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a surface member mounting structure for a concrete structure, and more particularly to a structure for mounting natural stone or the like on the surface of a bridge or a retaining wall.

【0002】[0002]

【従来の技術】装飾効果の向上を主目的として、コンク
リート構造物表面には、自然石や表面処理を施したコン
クリート平板、またタイル、レンガ等の修景材料を取り
付けることが従来より行われている。
2. Description of the Related Art Conventionally, natural stones, surface-treated concrete flat plates, and landscape materials such as tiles and bricks have been attached to the surface of concrete structures for the purpose of improving the decorative effect. There is.

【0003】図7はコンクリート壁面への自然石の取り
付け構造を示す縦断面図で、図中50はコンクリート躯
体、51はコンクリート躯体50内に打ち込まれたアン
カー、52はアンカー51に溶接によって固定された縦
筋、53はコンクリート躯体50表面に配置された花崗
岩製のひき石である。上下のひき石53はダボピン54
によって連結され、さらに、一端を縦筋52に溶接で固
定された引き金物55によって保持されている。56は
コンクリート50とひき石53の間に空間に充填された
モルタルである。
FIG. 7 is a vertical sectional view showing a structure for mounting natural stone on a concrete wall surface. In the figure, 50 is a concrete frame, 51 is an anchor driven into the concrete frame 50, and 52 is fixed to the anchor 51 by welding. Vertical bars 53 are granite ground stones arranged on the surface of the concrete skeleton 50. Upper and lower ground stones 53 are dowel pins 54
And is held by a trigger 55 having one end fixed to the vertical bar 52 by welding. Reference numeral 56 is a mortar filled in the space between the concrete 50 and the ground stone 53.

【0004】この自然石の取り付け手順は、まず、コン
クリート躯体50表面にドリルによって穴を開け、この
穴内にアンカー51を打ち込む。次いで、縦筋52をア
ンカー51に溶接で固定しながらコンクリート躯体50
の前面に配置する。一方、ひき石53にダボ54取り付
け用の穴(図示せず)、及び引き金物55取り付け用の
切欠53aを加工し、引き金物55によって保持しなが
ら下の段から順次取り付ける。その際、ダボピン54に
よって上下のひき石53を連結する。
In the procedure for installing the natural stone, first, a hole is made in the surface of the concrete skeleton 50 by a drill, and the anchor 51 is driven into the hole. Next, while fixing the vertical stirrup 52 to the anchor 51 by welding, the concrete frame 50 is fixed.
Place in front of On the other hand, a hole (not shown) for attaching the dowel 54 and a notch 53a for attaching the trigger 55 are processed in the ground stone 53, and are sequentially attached from the lower step while being held by the trigger 55. At that time, the upper and lower ground stones 53 are connected by the dowel pins 54.

【0005】[0005]

【発明が解決しようとする課題】ところが、このような
方法では、アンカー51と縦筋52及び縦筋52と引き
金物55を現場で精度良く溶接する必要があり、この溶
接の具合が悪いと表面の不揃いなど仕上がりに大きな影
響を及ぼす結果となる。
However, in such a method, it is necessary to weld the anchor 51 and the vertical stirrup 52 and the vertical stirrup 52 and the trigger 55 accurately at the site. As a result, the finish will be greatly affected, such as unevenness of.

【0006】また、引き金物55によって固定するため
に、略30mm程度しかないひき石53の上下縁に溝状
の切欠53aを加工する必要があり、その際、ひき石5
3端面の割れが発生しやすく、製品歩留りが悪いという
問題がある。
Further, in order to fix the ground stone 55 by the trigger 55, it is necessary to form groove-shaped notches 53a on the upper and lower edges of the ground stone 53 having only about 30 mm.
3 There is a problem that cracks on the end faces are likely to occur and the product yield is poor.

【0007】さらには、従来の工法では、ダボピン54
と引き金物55とをそれぞれ取り付ける必要があるた
め、施工能率が悪いという問題もある。
Further, in the conventional method, the dowel pin 54
Since it is necessary to attach the trigger material 55 and the trigger material 55, respectively, there is a problem that the construction efficiency is low.

【0008】そこで本発明が解決すべき課題は、表面部
材への加工を少なくすると共に強度的に優れ、かつ施工
能率の良いコンクリート構造物の表面部材取り付け手段
を提供することにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a surface member attaching means for a concrete structure which has a small amount of processing on the surface member, is excellent in strength, and has a good construction efficiency.

【0009】[0009]

【課題を解決するための手段】本発明は上記課題を解決
するために、コンクリート構造物表面への複数からなる
表面部材の取り付け構造であって、前記コンクリート構
造物側にアンカー部材の基端部を打ち込み等の手段によ
って取り付けると共に、同アンカー部材の先端側に前記
表面部材取り付け用の保持部材を装着し、さらに同保持
部材の先端部を前記複数の表面部材の接合面間に配置
し、前記保持部材の先端部を貫通させた連結ピンを前記
隣接する双方の表面部材内に打ち込んだことを特徴とす
る。
In order to solve the above-mentioned problems, the present invention provides a structure for mounting a plurality of surface members on the surface of a concrete structure, wherein the base end portion of the anchor member is on the concrete structure side. While attaching by means such as driving, the holding member for attaching the surface member is attached to the tip end side of the anchor member, and further the tip end portion of the holding member is arranged between the joint surfaces of the plurality of surface members, It is characterized in that a connecting pin penetrating the tip of the holding member is driven into both of the adjacent surface members.

【0010】ここで、前記表面部材として、自然石製、
コンクリート製、タイル、レンガなどの修景材料を板状
にしたものものを採用することができる。
Here, the surface member is made of natural stone,
It is possible to employ a plate-shaped material made of concrete, tile, brick, etc.

【0011】また、前記アンカー部材の先端側に雌ネジ
部を形成するとともに、前記保持部材に前記雌ネジに螺
合可能な雄ネジ部を形成し、さらに同雄ネジ部に連続し
て同雄ネジ部より幅広で表面部材間の目地幅の厚みとし
た板状の先端部を形成することができる。
A female screw portion is formed on the tip side of the anchor member, and a male screw portion that can be screwed into the female screw is formed on the holding member. It is possible to form a plate-shaped tip portion that is wider than the screw portion and has a thickness of the joint width between the surface members.

【0012】さらに、目地なしの突き合わせ接合用とし
て、前記複数の表面部材の接合面に、前記保持部材の板
状先端部収納配置用の切欠を形成することもできる。
Further, for butt-joining without joints, a notch for accommodating the plate-shaped tip end portion of the holding member may be formed in the joint surface of the plurality of surface members.

【0013】[0013]

【作用】コンクリート構造物側に基端部を固定された保
持部材の先端部を表面部材の接合面間に配置し、保持部
材の先端部を貫通させた連結ピンを隣接する双方の表面
部材内に打ち込み固定することによって、従来のような
表面部材の縁部への切欠を形成することなく、精度良く
コンクリート構造物への表面部材の取り付けが可能とな
る。
[Function] The front end portion of the holding member having the base end portion fixed to the concrete structure side is arranged between the joint surfaces of the surface members, and the connecting pin penetrating the front end portion of the holding member is provided in both adjacent surface members. By driving and fixing the surface member to the concrete structure, the surface member can be accurately attached to the concrete structure without forming a notch in the edge portion of the surface member as in the prior art.

【0014】また、アンカー部材の先端側に雌ネジ部を
形成するとともに、この雌ネジに螺合可能な雄ネジ部を
保持部材に形成し、さらに雄ネジ部に連続して雄ネジ部
より幅広で表面部材間の目地幅の厚みとした板状の先端
部を形成することによって、保持部材の取付け位置の調
整が容易にできるようになる。
Further, a female screw portion is formed on the tip side of the anchor member, and a male screw portion that can be screwed into the female screw is formed on the holding member. Further, the male screw portion is wider than the male screw portion and is continuous with the male screw portion. By forming the plate-like tip end portion having the thickness of the joint width between the surface members, the attachment position of the holding member can be easily adjusted.

【0015】さらに、表面部材の接合面に保持部材の板
状先端部収納配置用の切欠を形成することによって、表
面部材の接合面に隙間を設けない、いわゆる突き合わせ
接合が可能となる。
Further, by forming a notch for accommodating the plate-shaped tip end portion of the holding member on the joint surface of the surface member, so-called butt joint without gaps on the joint surface of the surface member becomes possible.

【0016】[0016]

【実施例】以下本発明の特徴を図面に示す実施例に基づ
いて具体的に説明する。図1は本発明を適用した橋梁の
正面図、図2は図1のA部拡大図、図3は図2のB−B
断面図、図4及び図5は本発明の一実施例である表面部
材の取り付け構造を示す分解斜視図及び斜視図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The features of the present invention will be specifically described below with reference to the embodiments shown in the drawings. 1 is a front view of a bridge to which the present invention is applied, FIG. 2 is an enlarged view of part A of FIG. 1, and FIG. 3 is BB of FIG.
Sectional views, FIGS. 4 and 5 are an exploded perspective view and a perspective view showing a mounting structure of a surface member which is an embodiment of the present invention.

【0017】図1、図2、図3を参照して、本実施例の
橋梁は、いわゆる二経間アーチ橋で、コンクリート躯体
50の側面に、表面部材として、幅1000mm,高さ
350mm,厚み100mmの花崗岩からなる側面石3
1を取り付けている。図1中32はアーチ部分下縁を覆
う同じく花崗岩製の環状石、33はコンクリート躯体5
0の上面両肩部に取り付けられた地覆石である。
With reference to FIGS. 1, 2 and 3, the bridge of this embodiment is a so-called two-pass arch bridge, which is a surface member on the side surface of the concrete skeleton 50 with a width of 1000 mm, a height of 350 mm and a thickness. Side stone 3 made of 100 mm granite
1 is attached. In FIG. 1, 32 is an annular stone made of the same granite covering the lower edge of the arch portion, 33 is a concrete frame 5
It is a gravel stone attached to both upper shoulders of No. 0.

【0018】表面形状が矩形の側面石31は、縦方向の
接合面が1段毎に互い違いとなる、いわゆる千鳥状に配
置され、その接合面には取り付け具10がそれぞれ1基
ずつ配置されている。
The side stones 31 having a rectangular surface shape are arranged in a so-called zigzag pattern in which the joining surfaces in the vertical direction are staggered for each step, and one fitting 10 is arranged on each of the joining surfaces. There is.

【0019】図4は側面石31の接合部分を分解して示
す斜視図で、取り付け具10は、コンクリート躯体側に
形成したアンカー取り付け穴50aに基端部を打ち込ん
で固定されるアンカー11、このアンカー11の先端側
に取り付けられる羽子板ボルト12、及び羽子板ボルト
12を貫通させて隣接する側面石31同志を固定する連
結ピン13によって構成されている。
FIG. 4 is an exploded perspective view showing a joint portion of the side stone 31. The fixture 10 is an anchor 11 fixed by driving a base end portion into an anchor attachment hole 50a formed on the concrete skeleton side. The anchor 11 includes a battledore bolt 12 attached to the tip side of the anchor 11 and a connecting pin 13 that penetrates the battledore bolt 12 and fixes adjacent side stones 31.

【0020】アンカー11は表面に滑り止め加工を施
し、軸方向にスリットを形成した円筒状の拡張部11
b、この拡張部11b内に装着された截頭円錐状の拡張
ピン11a、拡張部11bに連続して形成され内部に雌
ネジを形成した断面が円形の雌ネジ部11cを備える。
したがって、基端部、すなわち拡張ピン11a側を打ち
込むと、拡張ピン11aが拡張部11b内に入り込み、
くさび作用によって拡張部11bが径方向に拡がり、穴
の内周面等に押し当てられてアンカー効果を奏すること
ができる。
The anchor 11 has an anti-slip surface, and a cylindrical expansion portion 11 having a slit formed in the axial direction.
b, a frustoconical expansion pin 11a mounted in the expansion portion 11b, and a female screw portion 11c which is formed continuously with the expansion portion 11b and has a female screw formed therein and has a circular cross section.
Therefore, when the base end portion, that is, the expansion pin 11a side is driven in, the expansion pin 11a enters the expansion portion 11b,
Due to the wedge action, the expanded portion 11b expands in the radial direction and is pressed against the inner peripheral surface of the hole or the like, so that an anchor effect can be achieved.

【0021】保持部材としての羽子板ボルト12は、基
端部側にアンカー11の雌ネジ部11cに螺合可能な雄
ネジ部12aを形成し、この雄ネジ部12aに連続して
雄ネジ部12aより幅広の板状の先端部12bを形成し
ている。12cは板状先端部12bの厚み方向に形成さ
れた連結ピン13を挿通するための貫通孔である。貫通
穴12cに直線状の連結ピン13を挿通した状態では、
羽子板ボルト12の軸線と連結ピン13の軸線が直交す
る。
The battledore bolt 12 as a holding member has a male screw portion 12a formed on the base end side thereof that can be screwed into the female screw portion 11c of the anchor 11, and the male screw portion 12a is continuous with the male screw portion 12a. A wider plate-shaped tip portion 12b is formed. Reference numeral 12c is a through hole for inserting the connecting pin 13 formed in the thickness direction of the plate-shaped tip portion 12b. In the state where the linear connecting pin 13 is inserted into the through hole 12c,
The axis of the battledore bolt 12 and the axis of the connecting pin 13 are orthogonal to each other.

【0022】次いで、図4,図5を参照して、上記側面
石31のコンクリート躯体50への取り付け手順につい
て説明する。
Next, with reference to FIGS. 4 and 5, a procedure for attaching the side stone 31 to the concrete skeleton 50 will be described.

【0023】まずコンクリート躯体50全体に位置出し
を行い、アンカー11の取り付け位置に、アンカー11
の外径よりも若干大径のアンカー取り付け穴50aをド
リル(図示せず)によって穿設する。次いで取り付け穴
50a内の切粉を除去した後、アンカー11を打ち込ん
で、拡張ピン11aによって拡張部11bを押し広げコ
ンクリート躯体50に定着させる。
First, the entire concrete skeleton 50 is positioned, and the anchor 11 is attached to the attachment position.
An anchor mounting hole 50a having a diameter slightly larger than the outer diameter of the above is drilled by a drill (not shown). Next, after removing the chips in the mounting hole 50a, the anchor 11 is driven in, and the expansion portion 11b is spread by the expansion pin 11a and fixed on the concrete skeleton 50.

【0024】次いで、羽子板ボルト12の雄ネジ部12
aをアンカー11の雌ネジ部11cに螺合し取り付け
る。その際、螺合量を調整することによって、コンクリ
ート躯体50表面からの突出量を調整することができる
ため、アンカー11の打ち込みが不揃いの場合にも、突
出量すなわち側面石31の取付け位置を精度良く出すこ
とができる。
Next, the male thread portion 12 of the battledore bolt 12
A is screwed onto the female screw portion 11c of the anchor 11 to be attached. At that time, since the protrusion amount from the surface of the concrete skeleton 50 can be adjusted by adjusting the screwing amount, even when the anchors 11 are improperly driven, the protrusion amount, that is, the mounting position of the side stone 31 is accurately adjusted. I can put it out well.

【0025】さらに、羽子板ボルト12の板状先端部1
2bに形成した貫通孔12cに連結ピン13を挿通し、
既に取り付けられている一方の側面石31-1の貫通孔3
1aに打ち込んで固定する。その後、隣接する側面石3
-2を横方向から側面石31-1にゆっくりと側面石31
-2の側面が羽子板ボルト12の板状先端部12bに突き
当たるまで移動させ、側面石31-2の貫通孔31a内に
連結ピン13を挿入する。その際、連結を確実にする目
的と、石材開口部の保護をするため連結ピン13の外周
には接着剤を塗布しておく。これによって、左右に隣接
した側面石31-1,側面石31-2の連結と、コンクリー
ト躯体50表面への取り付けが完了する。その後、取り
付けモルタルM1 、及び目地モルタルM2 を充填する。
順次この要領で左右上下の側面石31を取り付けて行
く。図3,図5は取り付けが完了した状態をそれぞれ示
す。
Further, the plate-like tip portion 1 of the battledore plate bolt 12
Insert the connecting pin 13 into the through hole 12c formed in 2b,
Through hole 3 of one side stone 31 -1 already attached
Drive into 1a and fix. Then, the adjacent side stone 3
1 slowly -2 laterally to the side surface stone 31 -1 side stone 31
The side surface of -2 is moved until it strikes the plate-shaped tip portion 12b of the battledore bolt 12, and the connecting pin 13 is inserted into the through hole 31a of the side surface stone 31-2 . At this time, an adhesive is applied to the outer periphery of the connecting pin 13 for the purpose of ensuring the connection and for protecting the stone opening. As a result, the side stone 31 -1 , the side stone 31 -2 that are adjacent to each other on the left and right are connected, and the attachment to the surface of the concrete frame 50 is completed. Then, the mounting mortar M 1 and the joint mortar M 2 are filled.
The side stones 31 on the left, right, top and bottom are sequentially attached in this manner. 3 and 5 respectively show a state in which the mounting is completed.

【0026】このように本実施例のコンクリート構造物
の表面部材取り付け構造によれば、従来のように表面部
材の縁部への切欠を形成することなく精度良くコンクリ
ート構造物へ側面石31を取り付けることができる。
As described above, according to the surface member mounting structure for the concrete structure of the present embodiment, the side stone 31 is accurately mounted on the concrete structure without forming a notch in the edge of the surface member as in the conventional case. be able to.

【0027】また、アンカー11の先端側に雌ネジ部1
1cを形成するとともに、この雌ネジ11cに螺合可能
な雄ネジ部12aを保持部材である羽子板ボルト12に
形成し、さらに雄ネジ部12aに連続して雄ネジ部12
aより幅広で側面石31間の目地幅の厚みとした板状先
端部12bを形成することによって、強度的に優れ、か
つ能率良く施工ができる。また、羽子板ボルト12の螺
合量を調整するだけで、羽子板ボルト12の取り付け位
置の調整が容易にできるため、通りの良い施工が可能と
なる。
Further, the female screw portion 1 is provided on the tip side of the anchor 11.
1c is formed, and a male screw portion 12a that can be screwed into the female screw 11c is formed on the battledore bolt 12 that is a holding member. Further, the male screw portion 12 is continuous with the male screw portion 12a.
By forming the plate-shaped tip portion 12b wider than a and having a thickness of the joint width between the side stones 31, the strength is excellent and the construction can be performed efficiently. Further, since the attachment position of the battledore bolt 12 can be easily adjusted only by adjusting the screwing amount of the battledore bolt 12, it is possible to perform a good construction.

【0028】図6は本発明の第2実施例である側面石3
1の斜視図で、れぞれの接合面に、羽子板ボルト12の
板状先端部12b収納配置用の切欠31bを形成してい
る。これによって、先の実施例で説明した目地モルタル
の無い、突き合わせ接合が可能となる。
FIG. 6 is a side stone 3 according to the second embodiment of the present invention.
In the perspective view of FIG. 1, a notch 31b for accommodating and storing the plate-shaped tip portion 12b of the battledore plate bolt 12 is formed on each joint surface. This enables the butt joint without the joint mortar described in the previous embodiment.

【0029】なお上記実施例では、羽子板ボルト12の
先端部に貫通孔12cを形成し、ここに棒状の連結ピン
13を挿通させて用いているが、羽子板ボルト12と連
結ピン13を一体的に形成することもできる。また、上
記実施例では橋梁の側面石について説明したが、本発明
はこれに限定されず、上記橋梁における環状石や地覆
石、またコンクリート擁壁、レンガ、タイル、修景材料
にも無論適用可能である。
In the above embodiment, the through hole 12c is formed at the tip of the battledore bolt 12 and the rod-shaped connecting pin 13 is inserted through the through hole 12c. However, the battledore bolt 12 and the connecting pin 13 are integrally formed. It can also be formed. Further, although the side stones of the bridge have been described in the above embodiments, the present invention is not limited to this, and is of course applicable to annular stones and ground covering stones in the bridge, concrete retaining walls, bricks, tiles, and scenic materials. It is possible.

【0030】[0030]

【発明の効果】本発明によって以下の効果を奏すること
ができる。
According to the present invention, the following effects can be obtained.

【0031】(a) コンクリート構造物側に基端部を
固定された保持部材の先端部を表面部材の接合面間に配
置し、保持部材の先端部を貫通させた連結ピンを隣接す
る双方の表面部材内に打ち込み固定することによって、
従来のような表面部材の縁部への切欠を形成することな
く精度良くコンクリート構造物へ表面部材を取り付ける
ことができる。
(A) The distal end of the holding member, the base end of which is fixed to the concrete structure side, is arranged between the joint surfaces of the surface members, and the connecting pin that penetrates the distal end of the holding member is provided on both sides. By driving and fixing in the surface member,
The surface member can be accurately attached to the concrete structure without forming a notch in the edge of the surface member as in the conventional case.

【0032】(b)アンカー部材の先端側に雌ネジ部を
形成するとともに、この雌ネジに螺合可能な雄ネジ部を
保持部材に形成することによって、螺合量を調整するこ
とで表面部材の通りを精度良く施工できる。
(B) A female screw portion is formed on the front end side of the anchor member, and a male screw portion that can be screwed into this female screw is formed in the holding member to adjust the screwing amount, thereby adjusting the surface member. The street can be constructed accurately.

【0033】(c)表面部材の接合面に保持部材の板状
先端部収納配置用の切欠を形成することによって、表面
部材の接合面に隙間を設けない、いわゆる突き合わせ接
合が可能となる。
(C) By forming a notch for accommodating the plate-shaped tip end portion of the holding member on the joint surface of the surface member, so-called butt joint without gaps on the joint surface of the surface member becomes possible.

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

【図1】本発明を適用した橋梁の正面図である。FIG. 1 is a front view of a bridge to which the present invention has been applied.

【図2】図1のA部拡大図である。FIG. 2 is an enlarged view of a portion A in FIG.

【図3】図2のB−B断面図である。3 is a sectional view taken along line BB of FIG.

【図4】本発明の一実施例である表面部材の取り付け構
造を分解して示す斜視図である。
FIG. 4 is an exploded perspective view of a surface member mounting structure according to an embodiment of the present invention.

【図5】本発明の一実施例である表面部材の取り付け構
造を示す斜視図である。
FIG. 5 is a perspective view showing a surface member mounting structure according to an embodiment of the present invention.

【図6】本発明の第2実施例である側面石の斜視図であ
る。
FIG. 6 is a perspective view of a side stone which is a second embodiment of the present invention.

【図7】従来のコンクリート壁面への自然石の取り付け
構造を示す縦断面図である。
FIG. 7 is a vertical cross-sectional view showing a conventional structure for mounting natural stone on a concrete wall surface.

【符号の説明】[Explanation of symbols]

10 取り付け具 11 アンカー 11a 拡張ピン 11b 拡張部 11c 雌ネジ部 12 羽子板ボルト(保持部材) 12a 雄ネジ部 12b 板状先端部 12c 貫通孔 13 連結ピン 31 側面石 31a 連結ピン取り付け穴 31b 切欠 32 環状石 33 地覆石 50 コンクリート躯体 50a アンカー取り付け穴 M1 取り付けモルタル M2 目地モルタルDESCRIPTION OF SYMBOLS 10 Attachments 11 Anchors 11a Expansion pins 11b Expansion parts 11c Female screw parts 12 Starfish board bolts (holding members) 12a Male screw parts 12b Plate-like tip parts 12c Through holes 13 Connecting pins 31 Side stones 31a Connecting pin mounting holes 31b Notches 32 Ring stones 33 Jibuku stone 50 concrete skeleton 50a anchor mounting hole M 1 attached mortar M 2 joint mortar

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物表面への複数からな
る表面部材の取り付け構造であって、前記コンクリート
構造物側にアンカー部材の基端部を取り付けると共に、
同アンカー部材の先端側に前記表面部材取り付け用の保
持部材を装着し、さらに同保持部材の先端部を前記複数
の表面部材の接合面間に配置し、前記保持部材の先端部
を貫通させた連結ピンを前記隣接する双方の表面部材内
に打ち込んだことを特徴とするコンクリート構造物の表
面部材取り付け構造。
1. A structure for mounting a plurality of surface members on a surface of a concrete structure, wherein a base end portion of an anchor member is mounted on the concrete structure side,
The holding member for mounting the surface member is attached to the tip side of the anchor member, and the tip portion of the holding member is arranged between the joint surfaces of the plurality of surface members, and the tip portion of the holding member is penetrated. A surface member mounting structure for a concrete structure, characterized in that a connecting pin is driven into both of the adjacent surface members.
【請求項2】 前記表面部材が、自然石、コンクリー
ト、タイル、レンガ製のいずれかであることを特徴とす
る請求項1記載のコンクリート構造物の表面部材取り付
け構造。
2. The surface member mounting structure for a concrete structure according to claim 1, wherein the surface member is made of natural stone, concrete, tile, or brick.
【請求項3】 前記アンカー部材の先端側に雌ネジ部を
形成するとともに、前記保持部材に前記雌ネジに螺合可
能な雄ネジ部を形成し、さらに同雄ネジ部に連続して同
雄ネジ部より幅広の板状の先端部を形成したことを特徴
とする請求項1,2記載のコンクリート構造物の表面部
材取り付け構造。
3. A female screw portion is formed on the tip side of the anchor member, and a male screw portion that can be screwed into the female screw is formed on the holding member, and the male screw portion is continuous with the male screw portion. The surface member mounting structure for a concrete structure according to claim 1, wherein a plate-shaped tip portion wider than the screw portion is formed.
【請求項4】 前記複数の表面部材の接合面に、前記保
持部材の板状先端部収納配置用の切欠を形成したことを
特徴とする請求項3記載のコンクリート構造物の表面部
材取り付け構造。
4. The surface member mounting structure for a concrete structure according to claim 3, wherein a notch for accommodating and disposing the plate-like tip end portion of the holding member is formed in a joint surface of the plurality of surface members.
JP20381095A 1995-07-17 1995-07-17 Surface member fitting structure for concrete structure Pending JPH0932237A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20381095A JPH0932237A (en) 1995-07-17 1995-07-17 Surface member fitting structure for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20381095A JPH0932237A (en) 1995-07-17 1995-07-17 Surface member fitting structure for concrete structure

Publications (1)

Publication Number Publication Date
JPH0932237A true JPH0932237A (en) 1997-02-04

Family

ID=16480109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20381095A Pending JPH0932237A (en) 1995-07-17 1995-07-17 Surface member fitting structure for concrete structure

Country Status (1)

Country Link
JP (1) JPH0932237A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004058530A2 (en) 2002-12-25 2004-07-15 Toyota Jidosha Kabushiki Kaisha Control device of hybrid drive unit

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01247646A (en) * 1988-03-28 1989-10-03 Masaru Ogiwara Slate wainscoting method
JPH0623488A (en) * 1992-04-28 1994-02-01 Kawasaki Heavy Ind Ltd Mold for horizontal continuous casting equipment

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01247646A (en) * 1988-03-28 1989-10-03 Masaru Ogiwara Slate wainscoting method
JPH0623488A (en) * 1992-04-28 1994-02-01 Kawasaki Heavy Ind Ltd Mold for horizontal continuous casting equipment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004058530A2 (en) 2002-12-25 2004-07-15 Toyota Jidosha Kabushiki Kaisha Control device of hybrid drive unit
EP1900587A2 (en) 2002-12-25 2008-03-19 Toyota Jidosha Kabushiki Kaisha Control device of hybrid drive unit
EP1900975A2 (en) 2002-12-25 2008-03-19 Toyota Jidosha Kabushiki Kaisha Control device of hybrid drive unit

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