JP2000073383A - Block for retaining wall and form device for block - Google Patents

Block for retaining wall and form device for block

Info

Publication number
JP2000073383A
JP2000073383A JP10242028A JP24202898A JP2000073383A JP 2000073383 A JP2000073383 A JP 2000073383A JP 10242028 A JP10242028 A JP 10242028A JP 24202898 A JP24202898 A JP 24202898A JP 2000073383 A JP2000073383 A JP 2000073383A
Authority
JP
Japan
Prior art keywords
forming
core
hole
retaining wall
inner peripheral
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
JP10242028A
Other languages
Japanese (ja)
Inventor
Takayuki Horiguchi
隆幸 堀口
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10242028A priority Critical patent/JP2000073383A/en
Publication of JP2000073383A publication Critical patent/JP2000073383A/en
Pending legal-status Critical Current

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  • Retaining Walls (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PROBLEM TO BE SOLVED: To secure prescribed yield strength by providing through holes penetrating in the vertical direction on a buttress, providing stepped expansion sections on the inner peripheral face of each through hole, and providing a node-like space in the through hole. SOLUTION: A pair of right and left buttresses 6 is extended backward from the rear face of a front wall 5 to form a block main body 3. Oblong reinforcing bar insertion holes 4 extending in the longitudinal direction on the plan view are formed on each buttress 6. Three stepped expansion sections 4a are formed at intervals in the vertical direction on the inner peripheral face of each reinforcing bar insertion hole 4, and a node-like space 7 is formed in each reinforcing bar insertion hole 4 to form a block B for a retaining wall. At the time of execution, the blocks B are stacked to construct the retaining wall, concrete is filled and reinforcing bars are inserted into the reinforcing bar insertion holes 4 matched in the vertical direction, and a reinforced concrete column is formed in the reinforcing bar insertion holes 4. The reinforced concrete column can be integrated with a main body 3 by three node-like sections, thus prescribed yield strength can be secured.

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、擁壁用ブロック及
び同ブロックの型枠装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a retaining wall block and a formwork device for the block.

【0002】[0002]

【従来の技術】従来、擁壁用ブロックの一形態として、
前壁と、同前壁の後面より後方へ延設した控え壁とを具
備し、同控え壁に上下方向に貫通する貫通孔を形成した
ものがある。
2. Description of the Related Art Conventionally, as one form of a retaining wall block,
There is a front wall and a stay wall extending rearward from a rear surface of the front wall, and a through hole is formed in the stay wall in a vertical direction.

【0003】そして、貫通孔の内周面は、同貫通孔を成
形する中子に抜け勾配をつけている関係上、ブロック本
体の一端側から中子を引抜く形態では、貫通孔の一端か
ら他端に向けて漸次縮径するテーパー面に形成され、又
は、二分割された中子をそれぞれブロック本体の両端側
から引抜く形態では、貫通孔の両端からそれぞれ中央部
に向けて漸次縮径するテーパー面に形成されている。
[0003] The inner peripheral surface of the through-hole has a draft angle to the core for forming the through-hole. Therefore, when the core is pulled out from one end of the block main body, the inner peripheral surface of the through-hole is formed from one end of the through-hole. Formed on a tapered surface that gradually decreases in diameter toward the other end, or in a form in which the core divided into two pieces is pulled out from both ends of the block body, the diameter is gradually reduced from both ends of the through hole toward the center. It is formed on a tapered surface.

【0004】また、上記した擁壁用ブロックにより擁壁
を構築する際には、擁壁構築現場に擁壁用ブロックを段
積みし、上下方向に符合する貫通孔中に必要に応じて連
結用鉄筋を挿通している。
When a retaining wall is constructed with the retaining wall block described above, the retaining wall block is stacked on the retaining wall construction site, and a connecting hole is formed as necessary in a through hole that coincides with the vertical direction. The rebar is inserted.

【0005】[0005]

【発明が解決しようとする課題】ところが、上記した擁
壁用ブロックでは、貫通孔の内周面がテーパー面に形成
されているだけであるために、擁壁が背後より土圧力等
を受けたり、地震時に擁壁の前面側より後面側に作用す
る地震力等を受けることによって、貫通孔中に成形され
た鉄筋コンクリート柱が上向き又は下向きに力を受けて
滑動するようになり、擁壁が一体構造として機能しなく
なって、所定の耐力を確保できないという不具合があ
る。
However, in the above-described retaining wall block, since the inner peripheral surface of the through hole is merely formed as a tapered surface, the retaining wall may be subjected to earth pressure or the like from behind. In response to seismic forces acting from the front side to the rear side of the retaining wall during an earthquake, the reinforced concrete columns formed in the through-holes slide upward and downward by receiving force, and the retaining wall is integrated. There is a problem that a predetermined strength cannot be secured because the structure does not function.

【0006】[0006]

【課題を解決するための手段】そこで、本発明では、前
壁と、同前壁の後面より後方へ延設した控え壁とを具備
し、同控え壁に上下方向に貫通する貫通孔を形成した擁
壁用ブロックにおいて、貫通孔の内周面に段付拡径部を
形成して、同貫通孔内に節状空間を形成したことを特徴
とする擁壁用ブロックを提供せんとするものである。
Therefore, according to the present invention, a front wall and a stay wall extending rearward from the rear surface of the front wall are provided, and a through hole vertically penetrating through the stay wall is formed in the stay wall. A retaining wall block characterized in that a stepped enlarged portion is formed on the inner peripheral surface of the through hole to form a nodal space in the through hole. It is.

【0007】また、本発明は、ブロック本体を成形する
型枠本体と、貫通孔を成形する中子とを装備し、中子
は、貫通孔の内周面を成形する内周面成形用中子形成体
と、同内周面成形用中子形成体を支持する支持用中子形
成体とを具備し、内周面成形用中子形成体は、弾性素材
よりなる円筒状の形成体本体と、同形成体本体の外周面
に沿わせて一体成形した段付拡径部形成用の凸条部とか
ら形成し、支持用中子形成体は、貫通孔の周面方向に拡
張・収縮自在に形成したことを特徴とする型枠装置を提
供せんとするものである。
Further, the present invention is provided with a mold body for forming a block body and a core for forming a through hole, and the core is used for forming an inner peripheral surface of an inner peripheral surface of the through hole. Core forming body, and a supporting core forming body for supporting the inner circumferential surface forming core forming body, wherein the inner circumferential surface forming core forming body is a cylindrical formed body made of an elastic material. And a protruding ridge for forming a stepped enlarged-diameter portion integrally formed along the outer peripheral surface of the formed body, and the supporting core formed body expands and contracts in the circumferential direction of the through hole. It is an object of the present invention to provide a mold device characterized by being freely formed.

【0008】[0008]

【発明の実施の形態】以下に、本発明の実施の形態につ
いて説明する。
Embodiments of the present invention will be described below.

【0009】すなわち、本発明に係る擁壁用ブロック
は、基本的構造として、前壁と、同前壁の後面より後方
へ延設した控え壁とを具備し、同控え壁に上下方向に貫
通する貫通孔を形成している。
That is, the retaining wall block according to the present invention comprises, as a basic structure, a front wall and a stay wall extending rearward from the rear surface of the front wall, and penetrates the stay wall vertically. Is formed.

【0010】そして、かかる擁壁用ブロックは、特徴的
構造として、貫通孔の内周面に段付拡径部を形成して、
同貫通孔内に節状空間を形成している。
The retaining wall block is characterized by forming a stepped enlarged portion on the inner peripheral surface of the through hole as a characteristic structure.
A nodular space is formed in the through hole.

【0011】このようにして、貫通孔中にコンクリート
を打設した場合には、節状空間にもコンクリートが充填
されて、貫通孔中に節状部を有するコンクリート柱が形
成され、同節状部によりブロック本体にコンクリート柱
を確実に一体化させることができる。
When concrete is poured into the through-hole in this way, the nodular space is also filled with concrete to form a concrete column having a nodal portion in the through-hole. The part makes it possible to reliably integrate the concrete pillar into the block body.

【0012】従って、鉄筋コンクリート柱は、通常時に
おいては、擁壁の後面(背面)から前面(正面)側へ向
って作用する土圧力等の外力によって生起される正の曲
げモーメントに対して剛体としての抵抗力を発揮させる
ことができる一方、地震時においては、擁壁の前面側か
ら後面側へ向って作用する地震力等によって生起される
負の曲げモーメントに対しても、通常時と同様に剛体と
しての抵抗力を発揮させることができる。
Therefore, a reinforced concrete column is usually rigid as a rigid body against a positive bending moment generated by an external force such as earth pressure acting from the rear surface (back surface) to the front surface (front surface) of the retaining wall from the rear surface (back surface). On the other hand, in the event of an earthquake, a negative bending moment caused by seismic force acting from the front side to the rear side of the retaining wall during an earthquake, as in normal times, The resistance as a rigid body can be exhibited.

【0013】その結果、鉄筋コンクリート柱には、上向
き又は下向きの力が作用するにもかかわらず、同鉄筋コ
ンクリート柱は、ブロック本体と一体構造として機能し
て滑動することがなく、構築した擁壁に所定の耐力を保
持させることができる。
As a result, despite the upward or downward force acting on the reinforced concrete column, the reinforced concrete column functions as an integral structure with the block main body and does not slide, and the reinforced concrete column does not slide on the built retaining wall. Proof stress can be maintained.

【0014】また、上記した擁壁用ブロックの型枠装置
は、ブロック本体を成形する型枠本体と、貫通孔を成形
する中子とを装備し、中子は、貫通孔の内周面を成形す
る内周面成形用中子形成体と、同内周面成形用中子形成
体を支持する支持用中子形成体とを具備し、内周面成形
用中子形成体は、弾性素材よりなる円筒状の形成体本体
と、同形成体本体の外周面に沿わせて一体成形した段付
拡径部形成用の凸条部とから形成し、支持用中子形成体
は、貫通孔の周面方向に拡張・収縮自在に形成してい
る。
[0014] The formwork device for a retaining wall block described above is provided with a formwork body for forming the block body and a core for forming the through hole, and the core has an inner peripheral surface of the through hole. An inner peripheral surface forming core forming body to be molded, and a supporting core forming body for supporting the inner peripheral surface forming core forming body, the inner peripheral surface forming core forming body is an elastic material. The main body is formed from a cylindrical formed body composed of a cylindrical body and a protruding ridge for forming a stepped enlarged diameter portion integrally formed along the outer peripheral surface of the formed body. Are formed so as to be expandable and contractible in the circumferential direction.

【0015】このようにして、擁壁用ブロックの貫通孔
の内周面に段付拡径部を確実に成形することができる。
[0015] In this manner, the stepped enlarged portion can be reliably formed on the inner peripheral surface of the through hole of the retaining wall block.

【0016】この際、貫通孔を成形する中子は、貫通孔
の周面方向に拡張・収縮可能としているために、型枠装
置の組立て作業と擁壁用ブロックの脱型作業とを楽に行
なうことができる。
At this time, since the core for forming the through hole can be expanded and contracted in the circumferential direction of the through hole, the assembling work of the formwork apparatus and the removing work of the retaining wall block can be easily performed. be able to.

【0017】[0017]

【実施例】以下に、本発明の実施例を図面を参照しなが
ら説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0018】図1〜図3に示すAは、本発明に係る型枠
装置であり、同型枠装置Aは、図9に示す擁壁用ブロッ
クBのブロック本体3を成形する型枠本体1と、貫通孔
としての鉄筋挿通孔4を成形する中子2とを装備してい
る。
A shown in FIGS. 1 to 3 is a formwork apparatus according to the present invention. The formwork apparatus A includes a formwork body 1 for forming a block body 3 of a retaining wall block B shown in FIG. And a core 2 for forming a reinforcing-bar insertion hole 4 as a through-hole.

【0019】ここで、まず、擁壁用ブロックBについて
説明すると、同擁壁用ブロックBは、図9及び図10に
示すように、前壁5と、同前壁5の後面より後方へ延設
した左右一対の控え壁6,6とからブロック本体3を形
成し、各控え壁6,6にそれぞれ平面視にて前後方向に
伸延する長円形の鉄筋挿通孔4,4,4,4を形成して
いる。
First, the retaining wall block B will be described. As shown in FIGS. 9 and 10, the retaining wall block B extends rearward from the front wall 5 and the rear surface of the front wall 5. The block main body 3 is formed from the pair of left and right retaining walls 6, 6, and each of the retaining walls 6, 6 has an oval reinforcing bar insertion hole 4, 4, 4, 4 extending in the front-rear direction in plan view. Has formed.

【0020】しかも、各鉄筋挿通孔4の内周面には、上
下方向に間隔を開けて三個の段付拡径部4a,4a,4aを形成
して、各鉄筋挿通孔4内に節状空間7,7,7を形成し
ている。
In addition, three stepped enlarged portions 4a, 4a, 4a are formed on the inner peripheral surface of each rebar insertion hole 4 at intervals in the up-down direction, and a joint is formed in each rebar insertion hole 4. A space 7,7,7 is formed.

【0021】このようにして、図10に示すように、擁
壁用ブロックBを段積みして、擁壁Yを構築し、上下方
向に符合する鉄筋挿通孔4,4中にコンクリート(又は
モルタル)を充填すると共に、必要に応じて連結用鉄筋
(図示せず)を挿通することにより、鉄筋挿通孔4,4
中に鉄筋コンクリート柱8,8を成形することができ
る。
In this way, as shown in FIG. 10, the retaining wall blocks B are stacked to form a retaining wall Y, and concrete (or mortar) is inserted into the reinforcing bar insertion holes 4 and 4 that match in the vertical direction. ) And, if necessary, a reinforcing bar for connection (not shown) is inserted so that
Reinforced concrete columns 8, 8 can be formed therein.

【0022】この際、鉄筋コンクリート柱8には、節状
空間7,7,7内に充填されたコンクリートにより、上
下方向に間隔を開けて三個の節状部8a,8a,8aが形成さ
れ、各節状部8aによりブロック本体3に鉄筋コンクリー
ト柱8を確実に一体化させることができる。
At this time, in the reinforced concrete column 8, three node-like portions 8a, 8a, 8a are formed at intervals in the vertical direction by concrete filled in the node-like spaces 7, 7, 7, The reinforced concrete columns 8 can be surely integrated with the block body 3 by the knots 8a.

【0023】従って、鉄筋コンクリート柱8は、通常時
においては、擁壁Yの後面(背面)から前面(正面)側
へ向って作用する土圧力等の外力によって生起される正
の曲げモーメントに対して剛体としての抵抗力を発揮さ
せることができる一方、地震時においては、擁壁の前面
側から後面側へ向って作用する地震力等によって生起さ
れる負の曲げモーメントに対しても、通常時と同様に剛
体としての抵抗力を発揮させることができる。
Therefore, the reinforced concrete column 8 normally receives a positive bending moment caused by an external force such as earth pressure acting from the rear surface (back surface) to the front surface (front surface) of the retaining wall Y from the rear surface (back surface). While it can exert its resistance as a rigid body, in the event of an earthquake, it will also be able to withstand the negative bending moment caused by seismic force acting from the front side to the rear side of the retaining wall, etc. Similarly, the resistance as a rigid body can be exhibited.

【0024】その結果、鉄筋コンクリート柱8には、上
向き又は下向きの力Pが作用するにもかかわらず、同鉄
筋コンクリート柱8は、ブロック本体3と一体構造とし
て機能して滑動することがなく、構築した擁壁Yに所定
の耐力を保持させることができる。
As a result, despite the upward or downward force P acting on the reinforced concrete column 8, the reinforced concrete column 8 functions as an integral structure with the block body 3 and is constructed without sliding. The retaining wall Y can have a predetermined strength.

【0025】次に、型枠装置Bを構成する型枠本体1と
中子2について、以下に図1〜図8を参照しながら詳述
する。
Next, the mold body 1 and the core 2 constituting the mold apparatus B will be described in detail with reference to FIGS.

【0026】型枠本体1は、図1〜図3に示すように、
前面形成部10と、同前面形成部10の前後側縁部にそれぞ
れ下端を枢支した前後一対の端面形成部11,11 と、前面
成形部10の左右側縁部にそれぞれ下端を枢支した左右一
対の外側面形成部12,12 と、端面形成部11,11 の中途部
間に横架するU字状の内側面形成部13と、対向する端面
形成部11,11 を連結する連結具14,14,14,14 とを具備し
ている。11a,12a は枢支ピン、13a はワイヤ連結用リン
グ、16は昇降手段、17は連結ワイヤである。
The mold body 1 is, as shown in FIGS.
Front face forming part 10, a pair of front and rear end face forming parts 11, 11 whose lower ends are pivotally supported at front and rear side edges of the front face forming part 10, and lower ends pivotally supported at left and right side edges of front forming part 10, respectively. A pair of left and right outer surface forming portions 12 and 12, a U-shaped inner surface forming portion 13 extending between the middle portions of the end surface forming portions 11 and 11, and a connecting tool for connecting the opposed end surface forming portions 11 and 11. 14,14,14,14. 11a and 12a are pivot pins, 13a is a wire connecting ring, 16 is an elevating means, and 17 is a connecting wire.

【0027】そして、前後一対の端面形成部11,11 の上
下左右側部には、それぞれ四個の長円形の中子挿通孔1
5,15,15,15 を形成すると共に、各中子挿通孔15,15,15,
15 の周縁部には、案内用突縁部15a,15a,15a,15a を前
後外方へ向けて突設している。
The four upper and lower left and right sides of the pair of front and rear end face forming portions 11 are respectively provided with four oval core insertion holes 1.
5,15,15,15 and each core insertion hole 15,15,15,
At the peripheral edge of No. 15, guiding projections 15a, 15a, 15a, 15a are provided so as to protrude forward and backward.

【0028】このようにして、型枠本体1は、前面形成
部10を基台として、前後一対の端面形成部11,11 を、そ
れぞれ枢支ピン11a,11a を中心にして直立させた型枠形
成位置と、前後外側方へ傾倒させた脱型位置との間で起
倒自在とすると共に、左右一対の外側面形成部12,12
を、それぞれ枢支ピン12a,12a を中心にして起立させた
型枠形成位置と、左右外側方へ倒伏させた脱型位置との
間で起倒自在とし、また、内側面形成部13をワイヤ連結
用リング13a,13a 間に連結した連結ワイヤ17を介して昇
降手段16により型枠形成位置と脱型位置との間で昇降自
在としている。
As described above, the mold body 1 has the front face forming part 10 as a base, and the pair of front and rear end face forming parts 11, 11 is respectively erected around the pivot pins 11 a, 11 a. The upper and lower outer surface forming portions 12 and 12 are vertically movable between a forming position and a demolding position inclined forward and rearward and outward.
Can be turned up and down between a form forming position where it is erected around the pivot pins 12a and 12a and a demolding position where it is laid down to the left and right sides. The elevating means 16 can be moved up and down between a mold forming position and a demolding position via a connecting wire 17 connected between the connecting rings 13a, 13a.

【0029】中子2は、図4〜図7に示すように、鉄筋
挿通孔bの円弧面b1,b1 を成形する一対の円弧面成形用
中子形成体20,20 と、鉄筋挿通孔bの直状面b2,b2 を成
形する一対の直状面成形用中子形成体21,21 と、これら
支持用中子形成体としての中子形成体20,20,21,21 を囲
繞して鉄筋挿通孔bの内周面を形成する内周面成形用中
子形成体22とから構成している。
As shown in FIGS. 4 to 7, the core 2 has a pair of arc-shaped core forming bodies 20 and 20 for forming the arc-shaped surfaces b1 and b1 of the rebar insertion hole b, and the rebar insertion hole b. And a pair of core forming bodies 21, 21 for forming a linear surface, which form the straight surfaces b2, b2, and core forming bodies 20, 20, 21, 21 as these supporting core forming bodies. And an inner peripheral surface forming core forming body 22 that forms the inner peripheral surface of the reinforcing bar insertion hole b.

【0030】そして、円弧面成形用中子形成体20は、可
撓性素材よりなる円筒状体20a と、同円筒状体20a の先
端を閉塞する先端閉塞体20b と、同先端閉塞体20b に取
付けた係止用リング20c と、円筒状体20a の基端を閉塞
する基端閉塞体20d と、同基端閉塞体20d に設けた給排
気用栓体20e とから形成している。
The arc-shaped surface forming core forming body 20 includes a cylindrical body 20a made of a flexible material, a tip closing body 20b for closing the tip of the cylindrical body 20a, and a tip closing body 20b. It is composed of a locking ring 20c attached, a proximal closing body 20d for closing the proximal end of the cylindrical body 20a, and a supply / exhaust plug 20e provided on the proximal closing body 20d.

【0031】しかも、円筒状体20a の前後幅は、前後一
対の端面形成部11,11 の前後間隔よりも長尺に形成して
いる。
In addition, the front-rear width of the cylindrical body 20a is formed longer than the front-rear interval of the pair of front and rear end face forming portions 11,11.

【0032】また、直状面成形用中子形成体21は、横長
矩形板状の形成体本体21a と、同形成体本体21a の内面
上下部に直交状態に突設した補強兼支持突片21b,21b と
から形成している。21c は係止孔である。
The core forming body 21 for forming a straight surface is composed of a horizontally long rectangular plate-shaped forming body 21a and reinforcing and supporting projections 21b projecting perpendicularly to the upper and lower portions of the inner surface of the forming body 21a. , 21b. 21c is a locking hole.

【0033】しかも、直状面成形用中子形成体21の前後
幅は、前後一対の端面形成部11,11の前後間隔よりも長
尺に形成している。
Further, the front-rear width of the core forming body 21 for forming a straight surface is formed longer than the front-rear spacing of the pair of front-rear end face forming portions 11,11.

【0034】内周面成形用中子形成体22は、弾性ゴム素
材により円筒状に形成した形成体本体22a と、同形成体
本体22a の外周面に沿わせて一体成形した段付拡径部形
成用の凸条部22b とから形成しており、凸条部22b は形
成体本体22a の軸線方向に間隔を開けて三個形成してい
る。
The inner core forming body 22 is formed of a cylindrical main body 22a made of an elastic rubber material and a stepped enlarged portion integrally formed along the outer peripheral surface of the main body 22a. And a convex ridge 22b for formation, and three convex ridges 22b are formed at intervals in the axial direction of the main body 22a.

【0035】しかも、かかる内周面形成用中子形成体22
は、前後一対の端面形成部11,11 にそれぞれ対向させて
形成した中子挿通孔15,15 の内周面に沿わせて横断状態
に貫通させることができるように形成している。22c は
係止片である。
In addition, the inner peripheral surface forming core forming body 22
Are formed so as to be able to penetrate in a transverse state along the inner peripheral surfaces of the core insertion holes 15, 15 formed so as to face the pair of front and rear end surface forming portions 11, 11, respectively. 22c is a locking piece.

【0036】次に、図8を参照しながら、中子2の組立
て手順を説明する。
Next, the procedure for assembling the core 2 will be described with reference to FIG.

【0037】 図8(イ)に示すように、対向する中
子挿通孔15,15 中に引込み具30を右側方より左側方へ向
けて挿通し、同引込み具30の先端に形成したフック30a
を内周面成形用中子形成体22の係止片22a に係止し、同
状態にて引込み具30を右側方へ引張る。
As shown in FIG. 8A, the retracting tool 30 is inserted from the right side to the left side into the opposed core insertion holes 15, 15, and a hook 30 a formed at the tip of the retracting tool 30 is formed.
Is locked to the locking piece 22a of the inner peripheral surface forming core forming body 22, and in this state, the retracting tool 30 is pulled rightward.

【0038】 図8(ロ)に示すように、対向する中
子挿通孔15,15 中に内周面成形用中子成形体22を引込ん
で、横架状態となす。
As shown in FIG. 8B, the core forming body 22 for forming an inner peripheral surface is drawn into the facing core insertion holes 15, 15 to be in a horizontal state.

【0039】 図8(ハ)に示すように、内周面成形
用中子形成体22内に、引込み具30を右側方より左側方へ
向けて挿通し、同引込み具30のフック30a を円弧面成形
用中子形成体20の係止用リング20c に係止し、同状態に
て引込み具30を右側方へ引張る。
As shown in FIG. 8C, the retracting device 30 is inserted into the inner peripheral surface forming core forming body 22 from the right side to the left side, and the hook 30a of the retracting device 30 is arced. The retracting tool 30 is locked to the locking ring 20c of the surface forming core forming body 20, and the retraction tool 30 is pulled rightward in the same state.

【0040】 図8(ニ)に示すように、内周面成形
用中子形成体22内に、円弧面成形用中子形成体20を引込
んで横架状態となす。
As shown in FIG. 8D, the arc-shaped surface forming core forming body 20 is drawn into the inner peripheral surface forming core forming body 22 to be in a horizontal state.

【0041】ここで、円弧面成形用中子形成体20内に
は、あらかじめ60%〜80%の範囲で空気を供給し
て、同円弧面成形用中子形成体20を棒状となしておく。
Here, air is supplied in advance within the range of 60% to 80% into the arc-shaped surface forming core forming body 20 to form the arc-shaped surface forming core forming body 20 into a rod shape. .

【0042】 図8(ニ)に示すように、続いて、内
周面成形用中子形成体22内に、引込み具30を右側方より
左側方へ向けて挿通し、同引込み具30のフック30a を直
状面成形用中子形成体21の係止孔21c 中に係止し、同状
態にて引込み具30を右側方へ引張る。
As shown in FIG. 8D, subsequently, the retracting device 30 is inserted into the inner peripheral surface forming core forming body 22 from the right side to the left side, and the hook of the retracting device 30 is hooked. 30a is locked in the locking hole 21c of the core forming body 21 for straight surface forming, and in this state, the retracting tool 30 is pulled rightward.

【0043】 図8(ホ)に示すように、左右一対の
直状面成形用中子形成体21,21 を、円弧面成形用中子形
成体22上にて対向状態に配置する。
As shown in FIG. 8E, a pair of right and left straight surface forming core forming bodies 21 and 21 are arranged on the arcuate surface forming core forming body 22 so as to face each other.

【0044】 図8(ホ)に示すように、対向状態に
配置した直状面成形用中子形成体21,21 の上部間に、も
う一つの円弧面成形用中子形成体22を引込み具30により
引込む。
As shown in FIG. 8 (e), another arc-shaped surface forming core forming member 22 is inserted between the upper portions of the straight surface forming core forming members 21, 21 arranged in the facing state. Retract by 30.

【0045】ここで、円弧面成形用中子形成体20内に
は、あらかじめ60%〜80%の範囲で空気を供給し
て、同円弧面成形用中子形成体20を棒状となしておく。
In this case, air is supplied in advance within the range of 60% to 80% into the arc-shaped surface forming core forming body 20 to form the arc-shaped surface forming core forming body 20 into a rod shape. .

【0046】 図8(ヘ)に示すように、内周面成形
用中子形成体22内において、一対の円弧面成形用中子形
成体20,20 を上下に対向配置すると共に、一対の直状面
成形用中子形成体21,21 を左右に対向配置し、同状態に
て、各円弧面成形用中子形成体20,20 の給排気用栓体20
e,20e にそれぞれ給気パイプ31,31 を接続して、各給気
パイプ31,31 を通して各円弧面成形用中子形成体22,22
内に空気を追加供給して、各円弧面成形用中子形成体2
0,20 を満杯状態となるまで膨張させる。
As shown in FIG. 8F, in the inner core forming body 22, a pair of arc-shaped core forming bodies 20, 20 are vertically arranged to face each other, and a pair of straight cores are formed. The core forming bodies 21, 21 are formed to face each other on the left and right, and in this state, the supply / exhaust plugs 20 of the core forming bodies 20, 20 are formed in the same state.
e and 20e are connected to air supply pipes 31 and 31, respectively, and the respective arc surface forming core forming bodies 22 and 22 are passed through the air supply pipes 31 and 31 respectively.
Air is additionally supplied into the core, and each arc surface forming core forming body 2
Inflate 0,20 until it is full.

【0047】このように、各円弧面成形用中子形成体2
0,20 を膨張させることにより、左右に対向する直状面
成形用中子形成体21,21 をそれぞれ補強支持突片21b,21
b を介して左右外側方へ押圧して、内周面成形用中子形
成体22を中子挿通孔15,15 の周縁部に突設した案内用突
縁部15a,15a の内周面に沿わせて圧着させた緊張状態と
なすことにより、中子2を楽に組立てることができる。
As described above, each arc surface forming core forming body 2
By expanding 0,20, the core forming bodies 21,21 facing the right and left facing straight surfaces are respectively reinforced with supporting protrusions 21b, 21.
b, and press the inner peripheral surface forming core forming body 22 to the inner peripheral surfaces of the guiding projections 15a, 15a protruding from the peripheral edges of the core insertion holes 15, 15. The core 2 can be easily assembled by making the tension state crimped along the core.

【0048】また、中子2を解体する際には、各円弧面
成形用中子形成体20,20 内の空気を、給排気用栓体20e,
20e より排出させて、空気容量を60%〜80%にし、
各円弧面成形用形成体21,21 を少し収縮状態とすること
により、内周面成形用中子形成体22の緊張状態を解除
し、これら中子形成体20,20,21,21,22を、組立て手順と
は反対の手順を遡ることにより、楽に解体することがで
きる。
When the core 2 is disassembled, the air in each arc-shaped core forming body 20, 20 is supplied to the supply / exhaust plug 20e,
Exhaust from 20e, make air capacity 60% ~ 80%,
The tensioned state of the inner peripheral surface forming core forming body 22 is released by slightly reducing each of the arc surface forming forming bodies 21, 21, and these core forming bodies 20, 20, 21, 21, 22. Can be easily dismantled by going back to the procedure opposite to the assembling procedure.

【0049】この際、鉄筋挿通孔4の内周面に嵌合して
いる内周面成形用中子形成体22の凸条部22b,22b,22b
を、鉄筋挿通孔4の内周面より内方へ容易に離脱させる
ことができて、同鉄筋挿通孔4の内周面に確実に段付拡
径部4a,4a,4aを成形することができる。
At this time, the ridges 22b, 22b, 22b of the inner peripheral surface forming core forming body 22 fitted to the inner peripheral surface of the rebar insertion hole 4 are provided.
Can be easily detached inward from the inner peripheral surface of the rebar insertion hole 4, and the stepped enlarged diameter portions 4a, 4a, 4a can be reliably formed on the inner peripheral surface of the rebar insertion hole 4. it can.

【0050】従って、かかる中子2の解体は、型枠装置
A内に打設したコンクリートを養生室内にて完全に養生
・固化させた後においても、各中子形成体20,20,21,21,
22を引き抜く抵抗が小さいために、楽に行なうことがで
きる。
Accordingly, the core 2 is dismantled even after the concrete poured into the formwork device A is completely cured and solidified in the curing room. twenty one,
Since the resistance to pull out the 22 is small, it can be done easily.

【0051】この結果、半養生の状態で中子を取外す必
要性がなくなって、擁壁用ブロックBの製造効率を著し
く向上させることができる。
As a result, there is no need to remove the core in a semi-cured state, and the production efficiency of the retaining wall block B can be significantly improved.

【0052】なお、円弧面成形用中子形成体20内に常時
充填しておく空気容量は、60%〜80%が好ましい
が、90%前後にすると、満杯にする際の追加供給量を
少なくすることができると共に、中子解体時の排出量を
少なくすることができて、中子2の組立・解体作業の手
間をさらに削減することができる。
The volume of air that is always filled in the arc-shaped surface forming core forming body 20 is preferably 60% to 80%, but if it is around 90%, the additional supply amount when filling up is reduced. In addition to this, the amount of discharge at the time of dismantling the core can be reduced, and the labor for assembling and dismantling the core 2 can be further reduced.

【0053】図11は、他実施例としての擁壁用ブロッ
クBを示しており、同擁壁用ブロックBは、基本的構造
を前記した擁壁用ブロックBと同じくしているが、前側
の鉄筋挿通孔4を平面視して円形に形成している。
FIG. 11 shows a retaining wall block B as another embodiment. The retaining wall block B has the same basic structure as the retaining wall block B, but has a front side. The reinforcing bar insertion hole 4 is formed in a circular shape in plan view.

【0054】そして、かかる円形の鉄筋挿通孔4を成形
する際には、直状面形成用中子形成体21,21 は必要とし
ない。
When the circular rebar insertion hole 4 is formed, the core forming bodies 21 for forming a straight surface are not required.

【0055】[0055]

【発明の効果】本発明によれば、次のような効果が得ら
れる。
According to the present invention, the following effects can be obtained.

【0056】 請求項1記載の本発明では、貫通孔の
内周面に段付拡径部を形成して、同貫通孔内に節状空間
を形成しているために、貫通孔中にコンクリートを打設
した場合には、節状空間にもコンクリートが充填され
て、貫通孔中に節状部を有するコンクリート柱が形成さ
れ、同節状部によりブロック本体にコンクリート柱を確
実に一体化させることができる。
According to the first aspect of the present invention, since the stepped enlarged portion is formed on the inner peripheral surface of the through-hole and the nodal space is formed in the through-hole, concrete is provided in the through-hole. When concrete is cast, concrete is also filled in the nodal space, and a concrete column having a nodal portion in the through hole is formed, and the nodal portion securely integrates the concrete column into the block body. be able to.

【0057】従って、鉄筋コンクリート柱は、通常時に
おいては、擁壁の後面(背面)から前面(正面)側へ向
って作用する土圧力等の外力によって生起される正の曲
げモーメントに対して剛体としての抵抗力を発揮させる
ことができる一方、地震時においては、擁壁の前面側か
ら後面側へ向って作用する地震力等によって生起される
負の曲げモーメントに対しても、通常時と同様に剛体と
しての抵抗力を発揮させることができる。
Therefore, the reinforced concrete column is usually rigid as a rigid body against a positive bending moment generated by an external force such as earth pressure acting from the rear surface (rear surface) to the front surface (front surface) of the retaining wall from the rear surface (rear surface). On the other hand, in the event of an earthquake, a negative bending moment caused by seismic force, etc. acting from the front side to the rear side of the retaining wall during an earthquake, as in normal times The resistance as a rigid body can be exhibited.

【0058】その結果、鉄筋コンクリート柱には、上向
き又は下向きの力が作用するにもかかわらず、同鉄筋コ
ンクリート柱8は、ブロック本体と一体構造として機能
して滑動することがなく、構築した擁壁に所定の耐力を
保持させることができる。
As a result, despite the upward or downward force acting on the reinforced concrete column, the reinforced concrete column 8 functions as an integral structure with the block main body and does not slide, so that the reinforced concrete column 8 does not slide. A predetermined proof stress can be maintained.

【0059】 請求項2記載の本発明では、ブロック
本体を成形する型枠本体と、貫通孔を成形する中子とを
装備し、中子は、貫通孔の内周面を成形する内周面成形
用中子形成体と、同内周面成形用中子形成体を支持する
支持用中子形成体とを具備し、内周面成形用中子形成体
は、弾性素材よりなる円筒状の形成体本体と、同形成体
本体の外周面に沿わせて一体成形した段付拡径部形成用
の凸条部とから形成し、支持用中子形成体は、貫通孔の
周面方向に拡張・収縮自在に形成しているために、擁壁
用ブロックの貫通孔の内周面に段付拡径部を確実に成形
することができる。
According to the second aspect of the present invention, a mold body for molding the block body and a core for molding the through hole are provided, and the core is an inner peripheral surface for molding the inner peripheral surface of the through hole. The molding core forming body, comprising a supporting core forming body for supporting the same inner peripheral surface forming core forming body, the inner peripheral surface forming core forming body is a cylindrical shape made of an elastic material Formed body body, and formed from a ridge for forming a stepped enlarged portion integrally formed along the outer peripheral surface of the formed body body, the supporting core formed body in the circumferential direction of the through hole Since it is formed so as to be expandable and contractible, it is possible to reliably form the stepped enlarged portion on the inner peripheral surface of the through hole of the retaining wall block.

【0060】この際、貫通孔を成形する中子は、貫通孔
の周面方向に拡張・収縮可能としているために、型枠装
置の組立て作業と擁壁用ブロックの脱型作業とを楽に行
なうことができる。
At this time, since the core for forming the through-hole can be expanded and contracted in the circumferential direction of the through-hole, the assembling work of the formwork apparatus and the removing work of the retaining wall block can be easily performed. be able to.

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

【図1】本発明に係る型枠装置の正面説明図。FIG. 1 is an explanatory front view of a formwork device according to the present invention.

【図2】同型枠装置の平面説明図。FIG. 2 is an explanatory plan view of the same formwork apparatus.

【図3】同型枠装置の側面説明図。FIG. 3 is an explanatory side view of the formwork apparatus.

【図4】中子の正面拡大図。FIG. 4 is an enlarged front view of a core.

【図5】同中子の断面側面説明図。FIG. 5 is an explanatory sectional side view of the core.

【図6】同中子の断面正面図。FIG. 6 is a sectional front view of the core.

【図7】同中子の分解説明図。FIG. 7 is an exploded view of the core.

【図8】中子の組立て説明図。FIG. 8 is an explanatory view of assembling a core.

【図9】擁壁用ブロックの斜視図。FIG. 9 is a perspective view of a retaining wall block.

【図10】鉄筋コンクリート柱の側面説明図。FIG. 10 is an explanatory side view of a reinforced concrete column.

【図11】他実施例としての擁壁用ブロックの斜視図。FIG. 11 is a perspective view of a retaining wall block as another embodiment.

【符号の説明】[Explanation of symbols]

A 型枠装置 1 型枠本体 2 中子 20 円弧面成形用中子形成体 21 直状面成形用中子形成体 22 内周面成形用中子形成体 A Formwork device 1 Formwork body 2 Core 20 Core forming body for arcuate surface forming 21 Core forming body for straight surface forming 22 Core forming body for inner peripheral surface forming

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 前壁と、同前壁の後面より後方へ延設し
た控え壁とを具備し、同控え壁に上下方向に貫通する貫
通孔を形成した擁壁用ブロックにおいて、 貫通孔の内周面に段付拡径部を形成して、同貫通孔内に
節状空間を形成したことを特徴とする擁壁用ブロック。
1. A retaining wall block comprising: a front wall; and a retaining wall extending rearward from a rear surface of the front wall, wherein the retaining wall has a through-hole formed vertically therethrough. A block for a retaining wall, wherein a stepped enlarged portion is formed on an inner peripheral surface to form a nodular space in the through hole.
【請求項2】 請求項1記載の擁壁用ブロックを成形す
る型枠装置であって、 ブロック本体を成形する型枠本体と、貫通孔を成形する
中子とを装備し、 中子は、貫通孔の内周面を成形する内周面成形用中子形
成体と、同内周面成形用中子形成体を支持する支持用中
子形成体とを具備し、 内周面成形用中子形成体は、弾性素材よりなる円筒状の
形成体本体と、同形成体本体の外周面に沿わせて一体成
形した段付拡径部形成用の凸条部とから形成し、 支持用中子形成体は、貫通孔の周面方向に拡張・収縮自
在に形成したことを特徴とする型枠装置。
2. A formwork device for forming a retaining wall block according to claim 1, comprising: a formwork body for forming a block body; and a core for forming a through hole. An inner peripheral surface forming core forming body that forms the inner peripheral surface of the through hole, and a supporting core forming body that supports the inner peripheral surface forming core forming body are provided. The main body is formed of a cylindrical main body made of an elastic material, and a convex ridge for forming a stepped enlarged diameter portion integrally formed along the outer peripheral surface of the main body. A formwork device, wherein the die forming body is formed so as to be expandable and contractable in the circumferential direction of the through hole.
JP10242028A 1998-08-27 1998-08-27 Block for retaining wall and form device for block Pending JP2000073383A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10242028A JP2000073383A (en) 1998-08-27 1998-08-27 Block for retaining wall and form device for block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10242028A JP2000073383A (en) 1998-08-27 1998-08-27 Block for retaining wall and form device for block

Publications (1)

Publication Number Publication Date
JP2000073383A true JP2000073383A (en) 2000-03-07

Family

ID=17083204

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10242028A Pending JP2000073383A (en) 1998-08-27 1998-08-27 Block for retaining wall and form device for block

Country Status (1)

Country Link
JP (1) JP2000073383A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006272624A (en) * 2005-03-28 2006-10-12 Tokai Rubber Ind Ltd Rubber mold for forming hole in concrete molded product and its manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006272624A (en) * 2005-03-28 2006-10-12 Tokai Rubber Ind Ltd Rubber mold for forming hole in concrete molded product and its manufacturing method

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