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JP3416619B2 - Precast wall panel with cotter - Google Patents

Precast wall panel with cotter

Info

Publication number
JP3416619B2
JP3416619B2 JP2000176283A JP2000176283A JP3416619B2 JP 3416619 B2 JP3416619 B2 JP 3416619B2 JP 2000176283 A JP2000176283 A JP 2000176283A JP 2000176283 A JP2000176283 A JP 2000176283A JP 3416619 B2 JP3416619 B2 JP 3416619B2
Authority
JP
Japan
Prior art keywords
wall surface
thickness direction
cotter
front side
precast
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.)
Expired - Fee Related
Application number
JP2000176283A
Other languages
Japanese (ja)
Other versions
JP2001355289A (en
Inventor
健男 西里
Original Assignee
健男 西里
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 健男 西里 filed Critical 健男 西里
Priority to JP2000176283A priority Critical patent/JP3416619B2/en
Publication of JP2001355289A publication Critical patent/JP2001355289A/en
Application granted granted Critical
Publication of JP3416619B2 publication Critical patent/JP3416619B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、建築物の壁を構築
する際に使用するコッターを備えたプレキャスト壁パネ
ルに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a precast wall panel with a cotter for use in building a building wall.

【0002】[0002]

【従来の技術】従来、コッターを備えたプレキャスト壁
パネルとしては、本発明者の発明に係る特許第2997
441号公報に開示されているものが知られている。前
記特許第2997441号公報に開示されたコッターを
備えたプレキャスト壁パネルは、図5に示すように、互
いに接合するプレキャスト壁パネル61の各接合端部は
それぞれ対称になるよう形成されている。すなわち、側
壁面62のほぼ中間部より厚さ方向先方側にほぼ45度
の角度で斜断されて傾斜壁面63が形成されると共に、
該傾斜壁面63に、複数個の横断面三角形状のコッター
64が所定間隔を有して凹設され、更に前記コッター6
4を構成する2つの内壁面65・66のうち、前記側壁
面62と平行な内壁面65に、先端部に半ループ部67
aを折曲して設けると共に、基部側の2本のアーム67
b,67cを打込んで形成されたコッター筋67が、そ
の先端の半ループ部67aを前記側壁面62より外方へ
突出させて形成されている。そして、図6に示すよう
に、互いに接合する各プレキャスト壁パネル61に突出
した各コッター筋67の各半ループ部67aがそれぞれ
互いに摺接して重ね合わせて一方のコッター筋67の半
ループ部67a内に他方のコッター筋67の半ループ部
67aが入り込むように接合し、そして各プレキャスト
壁パネル61間にコンクリート68を打設して、該各プ
レキャスト壁パネル61を接合固定するよう形成されて
いる。
2. Description of the Related Art Conventionally, as a precast wall panel provided with a cotter, Japanese Patent No. 2997 of the present invention has been proposed.
The one disclosed in Japanese Patent No. 441 is known. In the precast wall panel provided with the cotter disclosed in Japanese Patent No. 2997441, as shown in FIG. 5, the joining ends of the precast wall panels 61 joined to each other are formed symmetrically. That is, the inclined wall surface 63 is formed by being obliquely cut at an angle of approximately 45 degrees from the substantially middle portion of the side wall surface 62 to the front side in the thickness direction , and
A plurality of cotters 64 each having a triangular cross section are provided in the inclined wall surface 63 at predetermined intervals, and the cotters 6 are further provided.
4 of the two inner wall surfaces 65 and 66, the inner wall surface 65 parallel to the side wall surface 62 has a semi-loop portion 67 at the tip.
a is bent and provided, and two arms 67 on the base side are provided.
A cotter streak 67 formed by driving b and 67c is formed by protruding a half loop portion 67a at the tip thereof outward from the side wall surface 62. Then, as shown in FIG. 6, the respective half-loop portions 67a of the respective cotter streaks 67 protruding from the respective precast wall panels 61 joined to each other are slidably brought into contact with each other and overlapped with each other. Is joined so that the half loop portion 67a of the other cotter streak 67 enters, and concrete 68 is placed between the precast wall panels 61 to join and fix the precast wall panels 61.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記従
来のコッターを備えたプレキャスト壁パネルにおいて
は、コッター筋67を打込む内壁面65が深く長さ方向
に刻設されていないので、各摺接して重ね合わせるコッ
ター筋67の必要な「重ね長さ」が確保しにくく、また
コッター筋67の各半ループ部67aの接合作業に手間
がかかり、更に接合部における強度が充分に取れないと
いう課題があった。
However, in the precast wall panel provided with the conventional cotter, since the inner wall surface 65 into which the cotter streak 67 is driven is not deeply carved in the longitudinal direction, the sliding contact is made. There is a problem that it is difficult to secure the necessary "overlap length" of the cotter muscle 67 to be overlapped, and it takes time and effort to join each half-loop portion 67a of the cotter muscle 67, and the strength at the joint portion cannot be sufficiently obtained. It was

【0004】更に前記従来のコッターを備えたプレキャ
スト壁パネルにおいては、傾斜壁面63において、コッ
ター64がそれぞれ凹設されているため、各プレキャス
ト壁パネル61を接合して、該各プレキャスト壁パネル
61間に上方よりコンクリート68を流し込んで打設す
る際、前記傾斜壁面63が障害となり、コンクリート6
8の充填に手間がかかると共に、コッター64内にコン
クリート68が充分に充填されず、均一な強度を期待す
ることができないという課題があった。
Further, in the precast wall panel provided with the conventional cotter, since the cotters 64 are respectively recessed in the inclined wall surface 63, the precast wall panels 61 are joined to each other so that the space between the precast wall panels 61 is increased. When pouring concrete 68 from above into the wall, the inclined wall surface 63 becomes an obstacle and the concrete 6
There is a problem in that filling of No. 8 takes time and the concrete 68 is not sufficiently filled in the cotter 64, and uniform strength cannot be expected.

【0005】本発明は前記課題を解決すべくなされたも
ので、コッター筋の重ね長さを充分確保すると共に、コ
ンクリートの充填にも手間がかからず、施工の迅速化と
充分な強度を得ることができるコッターを備えたプレキ
ャスト壁パネルを提供しようとするものである。
The present invention has been made to solve the above-mentioned problems, and it is possible to secure a sufficient lap length of the cotter streak, to fill the concrete with no trouble, and to speed up the construction and obtain sufficient strength. It is intended to provide a precast wall panel with a cotter that can.

【0006】[0006]

【課題を解決するための手段】本発明は、互いに接合す
るプレキャスト壁パネルの側壁端部がそれぞれ対称とな
るように形成され、且つ前記各プレキャスト壁パネルの
厚さ方向ほぼ3分の1巾で上下方向全長に亘って垂直に
形成された側壁面の厚さ方向先方側に、厚さ方向ほぼ3
分の1巾で上下方向全長に亘って緩傾斜壁面を連設する
と共に、該緩傾斜壁面の厚さ方向先方側に、厚さ方向
ぼ3分の1巾で急傾斜壁面を連設して、厚さ方向先方
へ拡開した切欠部を上下方向全長に亘って設け、更に前
記緩傾斜壁面および急傾斜壁面に股ってコッターを複数
個等間隔を有して刻設して形成され、前記コッターは、
前記側壁面の厚さ方向の一番先方側である先端縁部から
超緩傾斜面を前記急傾斜壁面より奥方向まで連設すると
共に、該超緩傾斜面の厚さ方 向先方側に前記側壁面と平
行な垂直面を連設し、更に該垂直面の厚さ方向先方側に
前記急傾斜壁面方向へ拡開して傾斜した拡開傾斜面を連
設して、前記側壁面方向へ拡開した凹部を設けて形成さ
れ、更に前記コッターの垂直面内に、先端に半ループ部
を折曲して設けると共に、基部側の2本のアームを、前
記接合する各プレキャスト壁パネルの各半ループ部が摺
接して重なり合うよう打込んでコッター筋を形成すると
いう手段、または、互いに接合するプレキャスト壁パネ
ルの側壁端部がそれぞれ対称となるように形成され、且
つ前記各プレキャスト壁パネルの厚さ方向ほぼ3分の1
巾で上下方向全長に亘って垂直に形成された側壁面の
さ方向先方側に緩傾斜壁面を連設すると共に、該緩傾斜
壁面の厚さ方向先方側に、厚さ方向ほぼ3分の2巾で急
傾斜壁面を連設して、厚さ方向先方側へ拡開した切欠部
を全長に亘って設け、更に前記緩傾斜壁面の厚さ方向先
側にコッターを複数個等間隔を有して刻設して形成さ
れ、前記コッターは、前記超緩傾斜壁面の厚さ方向の一
番先方側である先端縁部から該超緩傾斜壁面と同一角度
の超緩傾斜面を、前記急傾斜壁面より奥方向まで連設す
ると共に、該超緩傾斜面の厚さ方向先方側に前記側壁面
と平行な垂直面を連設し、更に該垂直面の厚さ方向先方
側に前記急傾斜壁面方向へ拡開して傾斜した拡開傾斜面
を連設して、前記側壁面方向へ拡開した凹部を設けて形
成され、更に前記コッターの垂直面内に、先端に半ルー
プ部を折曲して設けると共に、基部側の2本のアーム
を、前記接合する各プレキャスト壁パネルの各半ループ
部が摺接して重なり合うよう打込んでコッター筋を形成
するという手段、のいずれかを採用することにより上記
課題を解決した。
According to the present invention, the side wall ends of the precast wall panels to be joined to each other are formed symmetrically, and the precast wall panels have the same shape.
In the thickness direction thirds the thickness direction other party side of the side wall surface formed vertically over the vertically entire length 1 width of the thickness direction substantially 3
A gently sloping wall surface is continuously provided over the entire length in the vertical direction with a width of 1/3, and a steeply sloping wall surface with a width of about 1/3 width is provided on the front side in the thickness direction of the gently sloping wall surface. Are provided continuously, and a notch portion that expands to the front side in the thickness direction is provided over the entire length in the vertical direction , and further, a plurality of cotters are carved at equal intervals on the gently sloping wall surface and the steeply sloping wall surface. The cotter is formed by
Wherein from the most other party side in the thickness direction leading edge of the side wall as well as continuously provided ultra gradually inclined surface to the depth direction from the steep wall, the thickness towards direction other party side of the ultra gradually inclined surface A vertical surface parallel to the side wall surface is provided continuously, and further, a widening inclined surface which is expanded and inclined toward the steeply inclined wall surface direction is provided continuously at the front side in the thickness direction of the vertical surface, and the vertical surface is provided in the side wall surface direction. It is formed by providing a widened concave portion, and further, in the vertical surface of the cotter, a semi-loop portion is provided by bending at the tip, and two arms on the base side are connected to each of the precast wall panels to be joined. Means for forming a cotter streak by driving the half-loop portions into sliding contact with each other or forming side wall ends of the precast wall panels to be joined to each other symmetrically, and the thickness of each precast wall panel Approximately one-third in the vertical direction
The thickness of the side wall surface that is vertically formed over the entire length in the vertical direction.
A gently sloping wall surface is continuously provided on the front side in the thickness direction , and a steeply sloping wall surface is continuously provided on the front side in the thickness direction of the gently sloping wall surface with a width of approximately two thirds in the thickness direction. A notch that spreads over the entire length, and the tip of the gently sloping wall in the thickness direction.
A plurality of cotters are formed at equal intervals on one side, and the cotters are formed on one side in the thickness direction of the super-gradient wall surface.
An ultra-slowly inclined surface having the same angle as the ultra-slowly inclined wall surface from the tip edge on the leading side is continuously provided from the steeply inclined wall surface to the back direction, and the ultra-slowly inclined surface is provided on the forward side in the thickness direction. A vertical surface parallel to the side wall surface is continuously provided, and further, an expansion inclined surface that is expanded and inclined toward the steeply inclined wall surface direction is provided continuously on the front side in the thickness direction of the vertical surface, The precast is formed by providing a concave portion that widens in the direction of the side wall surface, and further, in the vertical surface of the cotter, a semi-loop portion is provided by bending at the tip, and two arms on the base side are joined together. The above problem is solved by adopting any one of means for forming a cotter streak by driving so that the respective half loop portions of the wall panel are brought into sliding contact with each other and overlapped with each other.

【0007】[0007]

【発明の実施の形態】本発明の実施の形態を図面に基い
て詳細に説明すると、本発明はそれぞれ側端部におい
て、2枚のプレキャスト壁パネルを接合固定するコッタ
ーを備えたプレキャスト壁パネルに関するものである。
図1は、本発明コッターを備えたプレキャスト壁パネル
の組立状態を先方側から見た組立分解斜視図であり、プ
レキャスト壁パネルAの各接合する側壁端部は、それぞ
れ対称となるように形成されている。そして、図1に示
す本発明プレキャスト壁パネルAは、厚さ方向ほぼ3分
の1巾で上下方向全長に亘って垂直に形成された側壁面
1の厚さ方向先方側に、厚さ方向ほぼ3分の1巾で上下
方向全長に亘って緩やかに傾斜した緩傾斜壁面2を連設
すると共に、該緩傾斜壁面2の厚さ方向先方側に、厚さ
方向ほぼ3分の1巾で上下方向全長に亘って鋭角に傾斜
した急傾斜壁面3を連設して厚さ方向先方側へ拡開した
切欠部4を設け、更に前記緩傾斜壁面2および急傾斜壁
面3に股ってコッター5を複数個等間隔を有して刻設し
て形成されている。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described in detail with reference to the drawings. The present invention relates to a precast wall panel provided with a cotter for joining and fixing two precast wall panels at respective side ends. It is a thing.
FIG. 1 is an exploded perspective view of a precast wall panel equipped with a cotter of the present invention in an assembled state as seen from the front side , and each side wall end of the precast wall panel A to be joined is formed symmetrically. ing. The present invention precast wall panel A shown in FIG. 1, the thickness direction approximately 1/3 width in the thickness direction other party side of the sidewall surface 1 formed vertically over the vertically entire length of the thickness direction substantially Up and down with 1/3 width
The gently sloping wall surface 2 that is gently sloping over the entire length in the direction is provided continuously, and the thickness is provided on the front side in the thickness direction of the gently sloping wall surface 2.
Direction approximately 1/3 width in the steep wall 3 which is inclined at an acute angle to continuously provided a notch 4 was expanded in the thickness direction other party side provided over the vertically entire length of, further the gentle decline wall 2 and abruptly A plurality of cotters 5 are formed on the inclined wall surface 3 so as to be spaced apart at equal intervals.

【0008】前記コッター5は、前記側壁面1の厚さ方
向の一番先方側である先端縁部1aからほぼ水平に近い
非常に緩やかに傾斜した超緩傾斜面6を前記急傾斜壁面
3より奥方向まで連設すると共に、該超緩傾斜面6の
さ方向先方側に前記側壁面1と平行な垂直面7を連設
し、更に該垂直面7の厚さ方向先方側に前記急傾斜壁面
3方向へ拡開して傾斜した拡開傾斜面8を連設して、側
壁面1方向へ拡開した凹部9を設けて形成されている。
The cotter 5 has a thickness of the side wall surface 1.
From the tip edge portion 1a, which is the farthest side in the direction, a super gently sloping surface 6 that is very gentle and nearly horizontal is connected continuously from the steeply sloping wall surface 3 to the depth direction, and Thickness
The side wall 1 and a vertical plane parallel 7 provided continuously to the direction other party side, spreading inclined surface 8 which is inclined by further expanding the the steep wall in three directions in the thickness direction other party side of the said vertical face 7 Are continuously provided to form a concave portion 9 which is widened toward the side wall surface 1.

【0009】前記コッター5の垂直面7内には、従来と
同様に、先端部に半ループ部10aを折曲して設けると
共に、基部側の2本のアーム10b,10cを打込んで
コッター筋10が形成される。そして、前記互いに接合
するプレキャスト壁パネルAの対面する各側壁面1のコ
ッター5内に設けられたコッター筋10は、それぞれ互
いに摺接して重ね合わせて、一方のコッター筋10の半
ループ部10a内に他方のコッター筋10の半ループ部
10aが入り込むようにして接することができるよう、
図2に示すように打込み位置をずらして形成する必要が
ある。
In the vertical surface 7 of the cotter 5, a half-loop portion 10a is provided at the tip end by bending as in the conventional case, and two arms 10b and 10c on the base side are driven to cotter muscle. 10 is formed. Then, the cotter streaks 10 provided in the cotters 5 of the facing side wall surfaces 1 of the precast wall panel A to be joined to each other are superposed on each other by sliding contact with each other, and inside the half-loop portion 10a of one cotter streak 10. So that the half-loop part 10a of the other cotter muscle 10 can be inserted into the
As shown in FIG. 2, it is necessary to shift the driving position.

【0010】本発明プレキャスト壁パネルAは、従来の
プレキャスト壁パネルに比して、該プレキャスト壁パネ
ルAの上下方向全長に亘って、厚さ方向先方側へ拡開し
た切欠部4の内方側に、更に側壁面1方向へ拡開した凹
部9を設けてコッター5が形成されているため、該コッ
ター5の垂直面7内に打ち込まれて突出した半ループ部
10aの長さが長く、従って互いに接合固定する2枚の
プレキャスト壁パネルAの各半ループ部10aの「重ね
長さ」を長く確保できると共に、前記半ループ部10a
の長さが長いと、前記一方のコッター筋10の半ループ
部10a内に他方のコッター筋10の半ループ部10a
を入り込ませる接合作業が容易である。
The precast wall panel A of the present invention has an inner side of the notch 4 which is widened in the thickness direction forward side over the entire length in the vertical direction of the precast wall panel A as compared with the conventional precast wall panel. In addition, since the cotter 5 is formed by further providing the recessed portion 9 that widens in the direction of the side wall surface 1, the length of the half loop portion 10a that is driven into the vertical surface 7 of the cotter 5 and protruded is long, and The "overlap length" of each half loop portion 10a of the two precast wall panels A to be joined and fixed to each other can be ensured to be long, and the half loop portion 10a can be secured.
Is long, the half-loop portion 10a of the one cotter muscle 10 is inside the half-loop portion 10a of the other cotter muscle 10.
It is easy to join the wires.

【0011】また、前記2枚のプレキャスト壁パネルA
コッター筋10の半ループ部10aを接合した後、
前記各プレキャスト壁パネルA間の空隙部に上方よりコ
ンクリート11を流し込んで打設する際、従来のプレキ
ャスト壁パネルにあった傾斜壁面がなく、切欠部4が全
長に亘って設けられているので、コンクリート11の落
下速度が早く、また各コッター5を構成する凹部9は側
壁面1方向(コンクリート充填方向)へ拡開した構成で
あるため、該各コッター5内へのコンクリート11の充
填も充分にでき、均一な強度を確保することができる。
Also, the two precast wall panels A
After joining the half-loop part 10a of each cotter muscle 10 of
When the concrete 11 is poured into the gaps between the precast wall panels A from above and the concrete is cast, there is no inclined wall surface that was used in the conventional precast wall panels, and the notch 4 is provided over the entire length. Since the falling speed of the concrete 11 is fast and the recesses 9 forming the respective cotters 5 are expanded in the direction of the side wall surface 1 (concrete filling direction), the filling of the concrete 11 into the respective cotters 5 can be sufficiently performed. It is possible to secure uniform strength.

【0012】図3に示すものは、本発明コッターを備え
たプレキャスト壁パネルの他の実施の形態の組立状態を
先方側から見た組立分解斜視図である。そして、図3に
示す本発明プレキャスト壁パネルA′は、厚さ方向ほぼ
3分の1巾で上下方向全長に亘って垂直に形成された側
壁面21の厚さ方向先方側に、上下方向全長に亘ってほ
ぼ水平に近い緩やかに傾斜した超緩傾斜壁面22を連設
すると共に、該超緩傾斜壁面22の厚さ方向先方側に
さ方向ほぼ3分の2巾で上下方向全長に亘って鋭角に傾
斜した急傾斜壁面23を連設して、厚さ方向先方側へ拡
開した切欠部24を上下方向全長に亘って設け、更に前
記超緩傾斜壁面22の厚さ方向先方側にはコッター25
を複数個等間隔を有して刻設して形成されている。
FIG. 3 shows an assembled state of another embodiment of the precast wall panel provided with the cotter of the present invention.
It is an assembly exploded perspective view seen from the other side . Then, in the thickness direction other party side of the present invention precast wall panel A 'was formed perpendicularly over the vertically entire length in the thickness direction substantially one third the width of the side wall surface 21 as shown in FIG. 3, the vertical direction entire length the thickness of the ultra gentle decline wall 22 which is inclined substantially horizontally close slowly while continuously provided, the ultra thickness direction other party side of the gentle slope wall 22 over the
Is the steep wall 23 which is inclined at an acute angle over the vertically entire length 2 width direction approximately 3 minutes and continuously provided, provided over the notch 24 which is expanded in the thickness direction other party side vertically entire length, Further, a cotter 25 is provided on the front side in the thickness direction of the ultra-slope wall surface 22.
Are formed by engraving at equal intervals.

【0013】前記コッター25は、前記超緩傾斜壁面2
2の厚さ方向の一番先方側である先端縁部22aから該
超緩傾斜壁面22と同一角度の超緩傾斜面26を前記急
傾斜壁面23より奥方向まで連設すると共に、該超緩傾
斜面26の厚さ方向先方側に前記側壁面21と平行な垂
直面27を連設し、更に該垂直面27の厚さ方向先方
に前記急傾斜壁面23方向へ拡開して傾斜した拡開傾斜
面28を連設して、側壁面21方向へ拡開した凹部29
を設けて形成されている。
The cotter 25 is the ultra-gradient wall surface 2
2 from the frontmost edge 22a in the thickness direction, a super-gradient inclined surface 26 having the same angle as the super-gradient inclined wall surface 22 is continuously provided from the steeply inclined wall surface 23 to the depth direction, and A vertical surface 27 parallel to the side wall surface 21 is continuously provided on the front side in the thickness direction of the inclined surface 26, and further widened toward the steeply inclined wall surface 23 on the front side in the thickness direction of the vertical surface 27 and inclined. A concave portion 29 that is formed by extending the splaying inclined surface 28 in a row and expanding in the direction of the side wall surface 21.
Is provided.

【0014】そして、前記コッター25の垂直面27に
は、前記図2におけるコッター筋10と同一構成の先端
部に半ループ部30aを折曲して設けた基部側の2本の
アーム30b,30cを打込んでコッター筋30が形成
される。そして、前記コッター筋30の作用は前記コッ
ター筋10と同一であるので説明を省略する。
On the vertical surface 27 of the cotter 25, two arms 30b and 30c on the base side are provided by bending a half loop portion 30a at the tip end portion having the same structure as the cotter muscle 10 in FIG. To form the cotter streak 30. Since the action of the cotter muscle 30 is the same as that of the cotter muscle 10, the description thereof will be omitted.

【0015】また、本発明プレキャスト壁パネルA′
は、前記プレキャスト壁パネルAと同様、前記プレキャ
スト壁パネルA′の上下方向全長に亘って、厚さ方向先
側へ拡開した切欠部24の内方側に、更に側壁面21
方向へ拡開した凹部29を設けてコッター25が形成さ
れている。従って、コッター筋30の「重ね長さ」およ
びコンクリート31の充填についての作用は、前記コッ
ター5と同一なので、その説明を省略する。
Also, the precast wall panel A'of the present invention.
Is the same as the precast wall panel A in the thickness direction over the entire length in the vertical direction of the precast wall panel A ′.
The side wall surface 21 is further provided on the inner side of the cutout portion 24 that expands to the side.
The cotter 25 is formed by providing a concave portion 29 that widens in the direction. Therefore, the operation of the "overlap length" of the cotter streak 30 and the filling of the concrete 31 is the same as that of the cotter 5, and the description thereof will be omitted.

【0016】[0016]

【発明の効果】本発明は上述のようであるから、プレキ
ャスト壁パネルの側壁面の上下方向全長に亘って厚さ方
向先方側へ拡開した切欠部を設け、且つ該切欠部に更に
側壁面方向へ拡開した凹部を有するコッターが、複数個
間隔を有して設けられると共に、該コッターには半ルー
プ部を有するコッター筋が突設されているため、各コッ
ター筋の半ループ部における「重ね長さ」を充分確保す
ることができるので、各ループ部の接合が簡単容易にで
き、また各プレキャスト壁パネル間の空隙部のコンクリ
ート充填も迅速にできると共に、コッター内へのコンク
リートの充填も迅速にでき、更に前記コッター内へのコ
ンクリートの充填も確実にできるので、強度的に優れた
プレキャスト壁パネルを提供することができる。
Since the present invention is as described above, the thickness of the side wall surface of the precast wall panel is measured over the entire length in the vertical direction.
A notch which is expanded to the direction other party side provided, and cotter having a further recess flared to the side wall surface direction notch portions, with provided with a plurality interval, to the cotter half loop section Since the cotter reinforcements that it has are projected, the "overlap length" in the half-loop part of each cotter reinforcement can be sufficiently secured, so that the joining of each loop part can be easily and easily performed, and also between each precast wall panel. It is possible to quickly fill the voids with concrete, quickly fill the cotter with concrete, and surely fill the cotter with concrete, so that a precast wall panel with excellent strength is provided. be able to.

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

【図1】本発明コッターを備えたプレキャスト壁パネル
の組立状態を先方側から見た組立分解斜視図である。
FIG. 1 is an exploded perspective view of a precast wall panel equipped with a cotter of the present invention in an assembled state as seen from the front side .

【図2】本発明コッターを備えたプレキャスト壁パネル
を用いて構築された壁体の横断面図である。
FIG. 2 is a cross-sectional view of a wall constructed using a precast wall panel with a cotter of the present invention.

【図3】本発明の他の実施の形態によるコッターを備え
たプレキャスト壁パネルの組立状態を先方側から見た
立分解斜視図である。
FIG. 3 is an assembled exploded perspective view of an assembled state of a precast wall panel including a cotter according to another embodiment of the present invention viewed from the front side .

【図4】本発明の他の実施の形態によるコッターを備え
たプレキャスト壁パネルを用いて構築された壁体の横断
面図である。
FIG. 4 is a cross-sectional view of a wall constructed using a precast wall panel with a cotter according to another embodiment of the present invention.

【図5】従来のコッターを備えたプレキャスト壁パネル
の組立状態を示す組立分解斜視図である。
FIG. 5 is an exploded perspective view showing a state in which a precast wall panel including a conventional cotter is assembled.

【図6】従来のコッターを備えたプレキャスト壁パネル
を用いて構築された壁体の横断面図である。
FIG. 6 is a cross-sectional view of a wall constructed using a precast wall panel with a conventional cotter.

【符号の説明】[Explanation of symbols]

A・A′ プレキャスト壁パネル、 1 側壁面、 1
a 先端縁部、 2 緩傾斜壁面、 3 急傾斜壁面、
4 切欠部、 5 コッター、 6 超緩傾斜面、
7 垂直面、 8 拡開傾斜面、 9 凹部、 10
コッター筋、 10a 半ループ部、 10b・10c
アーム、 11 コンクリート、 21側壁面、 2
2 超緩傾斜壁面、 22a 先端縁部、 23 急傾
斜壁面、24 切欠部、 25 コッター、 26 超
緩傾斜面、 27 垂直面、28 拡開傾斜面、 29
凹部、 30 コッター筋、 30a 半ループ部、
30b,30c アーム、 31 コンクリート。
A / A 'Precast wall panel, 1 Side wall surface, 1
a tip edge, 2 gently sloping wall surface, 3 steeply sloping wall surface,
4 notches, 5 cotters, 6 super gentle slope,
7 Vertical surface, 8 Expansion slope surface, 9 Recessed surface, 10
Cotter muscle, 10a half loop part, 10b, 10c
Arm, 11 concrete, 21 side wall surface, 2
2 super gently sloping wall surface, 22a tip edge portion, 23 steep sloping wall surface, 24 notch, 25 cotter, 26 super sloping slope surface, 27 vertical surface, 28 expansion slope surface, 29
Recess, 30 cotter streak, 30a half loop,
30b, 30c arm, 31 concrete.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】互いに接合するプレキャスト壁パネルの側
壁端部がそれぞれ対称となるように形成され、且つ前記
各プレキャスト壁パネルの厚さ方向ほぼ3分の1巾で
下方向全長に亘って垂直に形成された側壁面の厚さ方向
先方側に、厚さ方向ほぼ3分の1巾で上下方向全長に亘
って緩傾斜壁面を連設すると共に、該緩傾斜壁面の厚さ
方向先方側に、厚さ方向ほぼ3分の1巾で急傾斜壁面を
連設して、厚さ方向先方側へ拡開した切欠部を上下方向
全長に亘って設け、更に前記緩傾斜壁面および急傾斜壁
面に股ってコッターを複数個等間隔を有して刻設して形
成され、 前記コッターは、前記側壁面の厚さ方向の一番先方側で
ある先端縁部から超緩傾斜面を前記急傾斜壁面より奥方
向まで連設すると共に、該超緩傾斜面の厚さ方向先方
に前記側壁面と平行な垂直面を連設し、更に該垂直面の
厚さ方向先方側に前記急傾斜壁面方向へ拡開して傾斜し
た拡開傾斜面を連設して、前記側壁面方向へ拡開した凹
部を設けて形成され、 更に前記コッターの垂直面内に、先端に半ループ部を折
曲して設けると共に、基部側の2本のアームを、前記接
合する各プレキャスト壁パネルの各半ループ部が摺接し
て重なり合うよう打込んでコッター筋を形成したことを
特徴とするコッターを備えたプレキャスト壁パネル。
1. A side wall end part of precast wall panels to be joined are formed such that each be symmetrical to each other, and the above in the thickness direction substantially one third the width of the precast wall panels
The thickness direction of the side wall surface formed vertically over the entire length in the downward direction
The other party side, as well as continuously provided a gently sloping wall over the vertically entire length in the thickness direction substantially one third the width of the thickness of the gentle slope wall
On the front side in the thickness direction , a steeply sloping wall surface is continuously provided with a width of about one-third, and a notch portion expanded to the front side in the thickness direction is provided over the entire length in the vertical direction. The cotter is formed by engraving a plurality of cotters on the gently sloping wall surface and the steeply sloping wall surface at equal intervals, and the cotter is formed on the most front side in the thickness direction of the side wall surface.
An ultra-gradient inclined surface is continuously provided from a certain tip edge portion to the depth direction from the steeply inclined wall surface, and a vertical surface parallel to the side wall surface is provided on the forward side in the thickness direction of the ultra-gradient inclined surface. Vertical
The front side of the thickness direction is formed by continuously providing a sloping expansion surface that expands and slopes in the direction of the steeply sloping wall surface to form a recess that expands in the side wall surface direction. In addition, a semi-loop portion was provided at the tip by bending, and two arms on the base side were driven so that the semi-loop portions of the precast wall panels to be joined were in sliding contact with each other to form a cotter streak. Precast wall panel with a cotter characterized by:
【請求項2】互いに接合するプレキャスト壁パネルの側
壁端部がそれぞれ対称となるように形成され、且つ前記
各プレキャスト壁パネルの厚さ方向ほぼ3分の1巾で
下方向全長に亘って垂直に形成された側壁面の厚さ方向
先方側に緩傾斜壁面を連設すると共に、該緩傾斜壁面の
厚さ方向先方側に、厚さ方向ほぼ3分の2巾で急傾斜壁
面を連設して、厚さ方向先方側へ拡開した切欠部を全長
に亘って設け、更に前記緩傾斜壁面の厚さ方向先方側に
コッターを複数個等間隔を有して刻設して形成され、 前記コッターは、前記超緩傾斜壁面の厚さ方向の一番先
方側である先端縁部から該超緩傾斜壁面と同一角度の超
緩傾斜面を、前記急傾斜壁面より奥方向まで連設すると
共に、該超緩傾斜面の厚さ方向先方側に前記側壁面と平
行な垂直面を連設し、更に該垂直面の厚さ方向先方側に
前記急傾斜壁面方向へ拡開して傾斜した拡開傾斜面を連
設して、前記側壁面方向へ拡開した凹部を設けて形成さ
れ、 更に前記コッターの垂直面内に、先端に半ループ部を折
曲して設けると共に、基部側の2本のアームを、前記接
合する各プレキャスト壁パネルの各半ループ部が摺接し
て重なり合うよう打込んでコッター筋を形成したことを
特徴とするコッターを備えたプレキャスト壁パネル。
2. A side wall end parts of precast wall panels to be joined are formed such that each be symmetrical to each other, and the above in the thickness direction substantially one third the width of the precast wall panels
The thickness direction of the side wall surface formed vertically over the entire length in the downward direction
A gently sloping wall surface is connected to the front side and
On the front side in the thickness direction , a steeply sloping wall surface is continuously provided with a width of approximately two thirds in the thickness direction , and a notch portion expanded to the front side in the thickness direction is provided over the entire length. A plurality of cotters are formed on the front side in the thickness direction at equal intervals, and the cotter is the first end in the thickness direction of the ultra-slowly inclined wall surface.
A super-gradient inclined surface having the same angle as that of the super-gradient inclined wall surface is provided continuously from the front edge portion which is the one side to the depth direction from the steeply inclined wall surface, and the side is provided on the front side in the thickness direction of the super-gradient inclined surface. A vertical surface parallel to the wall surface is provided continuously, and further, a widening inclined surface that is expanded and inclined toward the steeply inclined wall surface direction is provided at the front side in the thickness direction of the vertical surface so as to expand in the side wall surface direction. It is formed by providing an open concave portion, and further, in the vertical surface of the cotter, a half loop portion is provided by bending at the tip, and two arms on the base side are provided in each half of each precast wall panel to be joined. A precast wall panel equipped with a cotter characterized in that a cotter streak is formed by driving so that the loop portions are brought into sliding contact with each other and overlapped with each other.
JP2000176283A 2000-06-13 2000-06-13 Precast wall panel with cotter Expired - Fee Related JP3416619B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000176283A JP3416619B2 (en) 2000-06-13 2000-06-13 Precast wall panel with cotter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000176283A JP3416619B2 (en) 2000-06-13 2000-06-13 Precast wall panel with cotter

Publications (2)

Publication Number Publication Date
JP2001355289A JP2001355289A (en) 2001-12-26
JP3416619B2 true JP3416619B2 (en) 2003-06-16

Family

ID=18678021

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3416619B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339265A (en) * 2018-11-30 2019-02-15 浙江智盛南洋新材料有限公司 Metal wall insulated board

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101348379B1 (en) 2012-06-15 2014-01-07 홍종국 The building wall structure and the constructing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339265A (en) * 2018-11-30 2019-02-15 浙江智盛南洋新材料有限公司 Metal wall insulated board

Also Published As

Publication number Publication date
JP2001355289A (en) 2001-12-26

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