JP2001020374A - Connecting end structure of concrete product - Google Patents

Connecting end structure of concrete product

Info

Publication number
JP2001020374A
JP2001020374A JP19123599A JP19123599A JP2001020374A JP 2001020374 A JP2001020374 A JP 2001020374A JP 19123599 A JP19123599 A JP 19123599A JP 19123599 A JP19123599 A JP 19123599A JP 2001020374 A JP2001020374 A JP 2001020374A
Authority
JP
Japan
Prior art keywords
product
bar
connection
concrete product
products
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
JP19123599A
Other languages
Japanese (ja)
Inventor
Takeo Taguchi
武雄 田口
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.)
Kaieitechno Co Ltd
Original Assignee
Kaieitechno Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kaieitechno Co Ltd filed Critical Kaieitechno Co Ltd
Priority to JP19123599A priority Critical patent/JP2001020374A/en
Publication of JP2001020374A publication Critical patent/JP2001020374A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To surely perform connecting work by providing a connecting recessed part opened to a contact surface of another concrete product, burying an anchor bar without being connected to a reinforcement bar, and projecting the tip of the anchor bar into the connecting recessed part. SOLUTION: A female screw member 55 is locked to a screw part 15 exposed to the inside of a connecting recessed part 30 of a product B through a nut 59, and both products A, B are combined to align the axes CL of both anchor bars 10 with each other. The combined connecting recessed parts 30 are opened to the front F and the rear R, so that the connecting work of a connector 50 and the work for confirming the connecting part after connection can be conducted from the front F side and the rear R side of the products. The connecting anchor bars 10 are buried in the state of being not connected to a reinforcement bar disposed in the products, so that the connecting portion (connecting recessed part 30) is provided without restrictions on the disposing position of the reinforcement bar, and an error caused in the projecting position of the tip of the anchor bar 10 is restrained.

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、補強鉄筋と連結用
のアンカー筋を内設し、連結器により他のコンクリート
製品と連結し一体化する分割して製造したコンクリート
製品の連結端部構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection end structure of a concrete product manufactured by dividing and manufacturing a concrete product in which a reinforcing reinforcing bar and a connecting anchor bar are provided inside, and connected and integrated with another concrete product by a connecting device. .

【0002】[0002]

【従来技術】従来から行われている予め分割して製造し
たコンクリート製品を連結する連結方法として、図6に
示すように、コンクリート製品から突出した相対する主
筋の両先端部を溶接して連結するものがある。このコン
クリート製品a,bの連結端部構造は、その内部に主筋
1,補助筋2,配力筋3から成る補強鉄筋5が内設さ
れ、図中左側に示す前面f側に配設された主筋1の先端
は、両コンクリート製品a,bの当接面t及び前面fに
開口する凹陥部7内に露出し、図中右側に示す後面r側
に配設された主筋1の先端は、前記当接面t及び後面r
に開口する凹陥部7内に露出している。前記コンクリー
ト製品a,bを連結するときには、それぞれの主筋1の
先端部を相対するように組み合わせ、相互の先端部を2
分割された銅の当金n,nで囲み、シールドガスG(炭
酸ガス)の雰囲気中で個々に溶接して連結する。
2. Description of the Related Art As a conventional connection method for connecting concrete products manufactured in advance by division, as shown in FIG. 6, both ends of opposite main bars projecting from a concrete product are welded and connected. There is something. In the connection end structure of the concrete products a and b, a reinforcing reinforcing bar 5 including a main reinforcing bar 1, an auxiliary reinforcing bar 2, and a distribution bar 3 is provided therein, and the reinforcing bar 5 is disposed on the front side f shown on the left side in the drawing. The tip of the main reinforcing bar 1 is exposed in the recessed portion 7 opening to the contact surface t and the front surface f of the concrete products a and b, and the distal end of the main reinforcing bar 1 arranged on the rear surface r side shown on the right side in the figure is The contact surface t and the rear surface r
It is exposed in the recessed part 7 opening to the side. When connecting the concrete products a and b, the tips of the main bars 1 are combined so as to face each other, and
Each of the divided copper members is surrounded by an abutment of copper n, and is welded and connected individually in an atmosphere of a shielding gas G (carbon dioxide gas).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、補強鉄
筋5の構成要素である主筋1は、溶接や結束等により補
助筋2や配力筋3に結合されているため、全ての連結す
べき主筋1の先端部の露出位置を正確に配設することは
非常に困難であり、また、前述した連結作業や連結後の
連結部の状態の確認等の作業は1側面側(両コンクリー
ト製品a,bを組み合わせた状態での凹陥部7の開放面
側)からしか行うことができないので、開放面側に十分
な作業空間が得られない場合には、その連結作業は困難
となり、それに伴う作業時間も増大し、施工費縮減や適
正な連結状態での均一な施工を目的とするコンクリート
製品の連結端部構造には適さない。
However, since the main reinforcing bar 1 which is a component of the reinforcing reinforcing bar 5 is connected to the auxiliary reinforcing bar 2 and the distribution bar 3 by welding or bundling, all the main reinforcing bars 1 to be connected are connected. It is very difficult to accurately arrange the exposed position of the front end of the work, and the work such as the above-described connection work and the state of the connection part after connection is performed on one side (both concrete products a and b). Can be performed only from the open surface side of the recessed portion 7 in a state in which the combination is performed. Therefore, if a sufficient working space cannot be obtained on the open surface side, the connection work becomes difficult, and the work time associated therewith becomes difficult. It is not suitable for the connection end structure of concrete products for the purpose of reducing construction costs and uniform construction with proper connection.

【0004】本発明は上記事情に鑑みてなされたもので
あり、その目的とするところは、簡単な構成により極め
て作業性良く、且つ確実に連結作業を行うことができ、
しかもコンクリート製品に内設された補強鉄筋の配設位
置に拘束されることなく連結箇所を設けることができる
コンクリート製品の連結端部構造を提供することにあ
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and has as its object the simple and extremely workable and reliable connection work.
In addition, it is an object of the present invention to provide a concrete product connection end structure in which a connection point can be provided without being restricted by a position where reinforcing reinforcing bars provided inside the concrete product are arranged.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、請求項1記載のコンクリート製品の連結端部構造
は、補強鉄筋と連結用のアンカー筋を内設し、連結器に
より他のコンクリート製品と連結し一体化するコンクリ
ート製品の連結端部構造であって、連結すべき他の分割
して製造したコンクリート製品または予め場所打ちした
コンクリート製品との当接面及び該当接面に連続する2
側面に開口する連結凹部を設け、アンカー筋を補強鉄筋
に非結合にして、その軸線が前記当接面に直交するよう
に埋設すると共に、該アンカー筋の先端部を前記連結凹
部内に突出させたことを特徴としている。
In order to achieve the above-mentioned object, a connecting end structure for a concrete product according to the first aspect of the present invention comprises a reinforcing steel bar and an anchoring bar for connection, and another concrete product is connected by a connector. A connecting end structure of a concrete product to be connected to and integrated with another concrete product to be connected, which is in contact with another separately manufactured concrete product or a pre-cast concrete product, and continuous with the corresponding contact surface.
Providing a connection recess opening on the side surface, disengaging the anchor bar to the reinforcing bar, burying the anchor so that its axis is orthogonal to the contact surface, and projecting the distal end of the anchor bar into the connection recess. It is characterized by that.

【0006】上記の如く構成された本発明によれば、前
記アンカー筋を補強鉄筋に非結合に埋設することによ
り、補強鉄筋の配設位置に拘束されることなくコンクリ
ート製品の連結箇所を自在に選択することができ、ま
た、連結すべき他のコンクリート製品と連結する際、組
み合わされた連結凹部は2側面に開口しているため、連
結作業等を組み合わされたコンクリート製品の2側面側
より行うことができ、さらに、連結後の連結部の状態の
確認等を2側面側より短時間のうちに極めて容易、且つ
確実に行うことができる。
According to the present invention having the above-described structure, by embedding the anchor bar in the reinforcing bar in a non-bonding manner, the connecting point of the concrete product can be freely set without being restricted by the position where the reinforcing bar is provided. When connecting with another concrete product to be connected, since the combined connecting concave portion is opened on two sides, the connecting operation and the like are performed from the two side surfaces of the combined concrete product. Further, it is possible to extremely easily and reliably check the state of the connecting portion after the connection from the two side surfaces in a short time.

【0007】請求項2記載のコンクリート製品の連結端
部構造は、前記連結凹部が、当接面に連続する2側面の
何れか一方を閉塞する打抜壁を備えたことを特徴として
いる。これにより、コンクリート製品の在庫ストック時
・施工現場までの搬送時における、連結用のアンカー筋
の先端の破損を防止することができ、また、連結すべき
他のコンクリート製品と連結する際のコンクリート製品
の当接時に、連結部の開放面側に連結作業おける十分な
作業空間が得られない場合、前記打抜壁を打抜いて連結
凹部を連通させれば、その連結作業や連結後の連結部の
状態の確認等をコンクリート製品の2側面若しくは打抜
壁側より短時間のうちに極めて容易、且つ確実に行うこ
とができる。
According to a second aspect of the present invention, in the connecting end structure for a concrete product, the connecting concave portion includes a punching wall for closing one of two side surfaces continuous with the contact surface. As a result, it is possible to prevent breakage of the tip of the connecting anchor bar when stocking the concrete product or transporting it to the construction site, and also when the concrete product is connected to another concrete product to be connected. At the time of abutment, if a sufficient working space for connecting work cannot be obtained on the open surface side of the connecting part, if the punching wall is punched and the connecting recess is communicated, the connecting part or the connecting part after connecting is obtained. Confirmation and the like can be performed very easily and reliably within a short time from the two side surfaces or the punched wall side of the concrete product.

【0008】請求項3記載のコンクリート製品の連結端
部構造は、前記連結凹部が、当接面に連続する2側面を
閉塞する打抜壁を備えたことを特徴としている。これに
より、コンクリート製品の在庫ストック時・施工現場ま
での搬送時における、連結用のアンカー筋の先端の破損
を防止することができ、また、連結すべき他のコンクリ
ート製品と連結する際のコンクリート製品の当接時に、
連結作業おける十分な作業空間が得られる側面側の前記
打抜壁の何れか一方を打抜いて連結凹部を連通させれ
ば、その連結作業や連結後の連結部の状態の確認等をコ
ンクリート製品の連通された打抜壁側より短時間のうち
に極めて容易、且つ確実に行うことができる。
According to a third aspect of the present invention, there is provided a concrete product connecting end structure, wherein the connecting recess has a punching wall for closing two side surfaces continuous with the contact surface. As a result, it is possible to prevent breakage of the tip of the connecting anchor bar when stocking the concrete product or transporting it to the construction site, and also when the concrete product is connected to another concrete product to be connected. At the time of contact
If one of the punching walls on the side surface on which a sufficient working space for the connection work is obtained is punched to connect the connection recess, the connection work and the state of the connection portion after the connection can be confirmed by a concrete product. Can be extremely easily and reliably performed in a short time from the side of the punching wall with which the communication is made.

【0009】[0009]

【発明の実施の形態】先ず、図1乃至図5を参照して、
本発明のコンクリート製品の連結端部構造を示す各実施
例を詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First, referring to FIGS.
Each embodiment showing the connection end structure of the concrete product of the present invention will be described in detail.

【0010】図1,図2は、本発明の実施例の概略説明
図であり、図中符号A,Bは、予め分割して製造したコ
ンクリート製品(以下製品と称す)を示している。両製
品A,Bは、それぞれ平板状に形成され、その内部に製
品A,Bと相似形に組み立てられた主筋1,配力筋2,
補助筋3により構成された補強鉄筋5と、連結用のアン
カー筋10が埋設され、間隔をおいて夫々に設けられた
4箇所の連結凹部30内でアンカー筋10を連結器50
により連結して一体化されている。
FIGS. 1 and 2 are schematic illustrations of an embodiment of the present invention. In the drawings, reference numerals A and B indicate concrete products (hereinafter referred to as products) which have been manufactured by dividing in advance. The two products A and B are formed in a flat plate shape, respectively, and the main bars 1, the distribution bars 2, and the main bars 2 assembled inside the products A and B in a similar shape.
The reinforcing reinforcing bar 5 constituted by the auxiliary reinforcing bar 3 and the anchoring bar 10 for connection are buried, and the anchoring bar 10 is connected to the connector 50 in four connecting recesses 30 provided at intervals.
And integrated.

【0011】連結器50は、図中引き出し線に示すよう
に、雄螺子部材51と雌螺子部材55とナット59から
構成され、雄螺子部材51は、製品Aに埋設されたアン
カー筋10の螺子部15に対応する雌螺子52と、一端
外縁に工具係合部54とを備え、雌螺子部材55は、雄
螺子部材51の雄螺子53に対応する雌螺子56と、製
品Bに埋設されたアンカー筋10の螺子部15よりも僅
かに径大な挿通孔57と、挿通孔57の終端に製品Bに
埋設されたアンカー筋10の螺子部15に取り付けられ
たナット59の係止面59kが当接する顎部57kと、
他端外縁に工具係合部58とを備えている。また、連結
器として、図2右下に示すような、両アンカー筋10の
螺子部15を挿通する貫通孔63を両端に有する四角枠
状の係合部材61と2個のナット65より構成された連
結器60を用いても両製品A,Bの連結は可能である。
図中符号LNは連結器の連結後の緩み等を防止するロッ
クナットを示している。
The connector 50 is composed of a male screw member 51, a female screw member 55 and a nut 59 as shown by the drawing lines in the figure. The male screw member 51 is a screw of the anchor bar 10 embedded in the product A. A female screw 52 corresponding to the portion 15 and a tool engaging portion 54 at one end outer edge are provided. The female screw member 55 is embedded in the product B and a female screw 56 corresponding to the male screw 53 of the male screw member 51. An insertion hole 57 slightly larger in diameter than the screw portion 15 of the anchor bar 10 and a locking surface 59k of a nut 59 attached to the screw unit 15 of the anchor bar 10 embedded in the product B at the end of the insertion hole 57 are provided. Abutting jaw 57k,
A tool engagement portion 58 is provided on the outer edge of the other end. As shown in the lower right part of FIG. 2, the coupler is constituted by a square frame-shaped engaging member 61 having through holes 63 at both ends for inserting the screw portions 15 of the anchor bars 10 and two nuts 65. The connection of both products A and B is possible even by using the connected coupler 60.
In the drawing, reference numeral LN indicates a lock nut for preventing loosening or the like after the connection of the coupler.

【0012】アンカー筋10は、異形鉄筋12の先端部
に螺子部15を形成し、前記補強鉄筋5の主筋1に略平
行に配設すると共に、螺子部15の軸線CLが前記当接
面Tに直交するように補強鉄筋5に非結合の状態で埋設
され、螺子部15が連結凹部30内に露出している。
尚、アンカー筋として、異形鉄筋とその先端に摩擦圧接
により溶着された高強度ボルトとで構成されものを用い
ても良い。
The anchoring bar 10 has a screw portion 15 formed at the tip end of the deformed reinforcing bar 12 and is disposed substantially parallel to the main bar 1 of the reinforcing bar 5, and the axis CL of the screw portion 15 is aligned with the contact surface T. The screw portion 15 is exposed in the coupling recess 30 so as to be orthogonal to the reinforcing bar 5 in a non-bonded state.
As the anchor bar, a bar formed of a deformed reinforcing bar and a high-strength bolt welded to the tip thereof by friction welding may be used.

【0013】また、前述した両製品の連結箇所(連結凹
部30)の数量や、アンカー筋10の径・長さ、及び連
結器50の大きさは、両製品の連結後に作用する製品自
体の重量や外力等の諸条件により適宜選択される。
Further, the number of the connecting portions (the connecting recesses 30) of the two products, the diameter and length of the anchor bar 10, and the size of the connecting device 50 are determined by the weight of the product itself acting after the connecting of the two products. It is appropriately selected according to various conditions such as pressure and external force.

【0014】次に、図3を参照し本発明の一実施例であ
る連結端部100を詳記する。連結端部100は、当接
面T,前面F及び後面Rに開口する連結凹部30を有
し、該連結凹部30内に前記アンカー筋10の螺子部1
5が露出している。夫々の当接面Tは、両製品A,Bの
組み合わせ作業の簡易化と連結後の連結部の耐剪断力の
向上に有用な凸条71と、該凸条71に嵌合する凹溝7
3を設けている。図示例においては、製品Aの当接面T
に凸条71を設け、製品Bの当接面Tに凹溝73を設け
ているが、製品Aの当接面Tに凹溝73を設け、製品B
の当接面Tに凸条71を設けるか、或いは、両製品A,
Bの当接面Tに凹部を設け、該凹部に嵌合する部材を介
在させても良い。
Next, referring to FIG. 3, a connecting end portion 100 according to an embodiment of the present invention will be described in detail. The connection end portion 100 has a connection recess 30 that opens in the contact surface T, the front surface F, and the rear surface R, and the screw portion 1 of the anchor muscle 10 is provided in the connection recess 30.
5 is exposed. Each contact surface T is provided with a ridge 71 useful for simplifying the work of combining the two products A and B and improving the shearing resistance of the connected portion after the connection, and a concave groove 7 fitted to the ridge 71.
3 are provided. In the illustrated example, the contact surface T of the product A
Is provided with a concave groove 73 on the contact surface T of the product B. However, a concave groove 73 is provided on the contact surface T of the product A.
The contact surface T of the product is provided with a ridge 71 or both products A,
A concave portion may be provided on the contact surface T of B, and a member fitted into the concave portion may be interposed.

【0015】この両製品A,Bを連結する時には、製品
Aの連結凹部30内に露出した螺子部15に雄螺子部材
51を螺嵌し、製品Bの連結凹部30内に露出した螺子
部15にナット59を介して雌螺子部材55を係止しお
き、両アンカー筋10の軸線CLを一致させるように両
製品A,Bを組み合わせた後に、相対するアンカー筋1
0に取り付けられた雄螺子部材51と雌螺子部材55を
連結させる。この時、組み合わされた連結凹部30は前
面F及び後面Rに開放しているので、連結器50の連結
作業や連結後の連結部の状態の確認等の作業は、組み合
わされた製品の前面F側及び後面R側より行うことがで
きる。
When connecting the two products A and B, the male screw member 51 is screwed into the screw portion 15 exposed in the connection recess 30 of the product A, and the screw portion 15 exposed in the connection recess 30 of the product B is connected. After the female screw member 55 is locked via a nut 59, the two products A and B are combined so that the axes CL of the two anchor bars 10 coincide with each other.
The male screw member 51 and the female screw member 55 attached to 0 are connected. At this time, since the combined connecting recess 30 is open to the front face F and the rear face R, the work of connecting the connector 50 and checking the state of the connecting part after the connection is performed on the front face F of the combined product. Side and the rear surface R side.

【0016】この連結端部100によれば、連結用のア
ンカー筋10は製品内部に配設された補強鉄筋5に非結
合の状態で埋設されているので、補強鉄筋5の配設位置
に拘束されることなく連結箇所(連結凹部30)を設け
ることができると共に、アンカー筋10の先端の突出位
置に生じる誤差(連結部に生じる誤差)を抑制すること
ができる。また、両製品の組み合わせ時に、連結凹部は
前面及び後面に開口しているので、連結器50の連結作
業・連結後の連結部の状態の確認等の作業は、製品の前
面F側及び後面R側より短時間のうちに極めて容易、且
つ確実に行うことができる。
According to the connecting end portion 100, since the connecting anchor bar 10 is embedded in the reinforcing bar 5 provided inside the product in a non-bonded state, it is restricted at the position where the reinforcing bar 5 is provided. It is possible to provide the connecting portion (the connecting concave portion 30) without being performed, and it is possible to suppress an error (an error occurring in the connecting portion) occurring at the projecting position of the distal end of the anchor muscle 10. When the two products are combined, the connecting recesses are opened on the front and rear surfaces. Therefore, the operations of connecting the connector 50 and checking the state of the connecting portion after the connection are performed on the front F side and the rear surface R of the product. It can be performed very easily and reliably within a short time from the side.

【0017】次に、図4を参照し本発明の別の実施例で
ある連結端部110を詳記する。連結端部110は、当
接面T及び前面Fに開口すると共に、後面R側を打抜壁
で閉塞した連結凹部30を有し、該連結凹部30内に前
記アンカー筋10の螺子部15が露出している。夫々の
当接面Tは、両製品A,Bの組み合わせ作業の簡易化と
連結後の連結部の耐剪断力の向上に有用な凸条71と、
該凸条71に嵌合する凹溝73を設けている。尚、連結
凹部30を当接面Tと後面Rに開口させ、打抜壁31を
前面F側に設けても良く、さらに、図示例においては、
製品Aの当接面Tに凸条71を設け、製品Bの当接面T
に凹溝73を設けているが、製品Aの当接面Tに凹溝7
3を設け、製品Bの当接面Tに凸条71を設けるか、或
いは、両製品A,Bの当接面Tに凹部を設け、該凹部に
嵌合する部材を介在させても良い。
Next, referring to FIG. 4, a connecting end 110 according to another embodiment of the present invention will be described in detail. The connecting end 110 has a connecting recess 30 which is open to the contact surface T and the front surface F, and has a rear surface R side closed by a punching wall. In the connecting recess 30, the screw portion 15 of the anchor muscle 10 is provided. It is exposed. Each contact surface T is provided with a ridge 71 useful for simplifying the work of combining the two products A and B and improving the shearing resistance of the connecting portion after the connection.
A concave groove 73 that fits into the ridge 71 is provided. The connecting recess 30 may be opened on the contact surface T and the rear surface R, and the punching wall 31 may be provided on the front surface F. Further, in the illustrated example,
A convex ridge 71 is provided on the contact surface T of the product A, and the contact surface T of the product B is provided.
Is provided with a concave groove 73, but the concave groove 7 is provided on the contact surface T of the product A.
3 and the protruding ridge 71 may be provided on the contact surface T of the product B, or a concave portion may be provided on the contact surface T of both products A and B, and a member fitted into the concave portion may be interposed.

【0018】打抜壁31は、図示省略の工具により打抜
可能な厚さの薄い壁部32と、連結凹部30の位置を示
す後面R側に僅かに突設または凹設したマーカーライン
33とで構成され、マーカーライン33は、製品打設時
に製造用型枠の対応位置に僅かな溝を穿設するか、また
は凸部材を周設しておけば容易に一体成形できる。ま
た、打抜壁31として、図中引き出し線に示すような、
打抜可能な厚さの薄い壁部36と、連結凹部30の位置
を示す後面R側に僅かに凹設した窪み部37とで構成さ
れた打抜壁35としても、製品打設時に製造用型枠の対
応位置に窪み部37を形成する突設部材を設けておけば
容易に一体成形できると共に、同様の効果を得ることが
できる。
The punching wall 31 has a thin wall portion 32 which can be punched by a tool (not shown), and a marker line 33 which is slightly projected or recessed on the rear surface R indicating the position of the connecting recess 30. The marker line 33 can be easily formed integrally by forming a slight groove at a position corresponding to the manufacturing formwork at the time of placing the product, or by providing a convex member around. Also, as the punching wall 31, as shown in the drawing in the drawing,
A punching wall 35 composed of a thin wall portion 36 capable of being punched and a concave portion 37 slightly recessed on the rear surface R indicating the position of the coupling concave portion 30 is also used for manufacturing during product placement. If a protruding member for forming the recess 37 is provided at a corresponding position of the mold, it is possible to easily integrally form the same and obtain the same effect.

【0019】この両製品A,Bを連結する時には、製品
Aの連結凹部30内に露出した螺子部15に雄螺子部材
51を螺嵌し、製品Bの連結凹部30内に露出した螺子
部15にナット59を介して雌螺子部材55を係止しお
き、両アンカー筋10の軸線CLを一致させるように両
製品A,Bを組み合わせた後、相対するアンカー筋10
に取り付けられた雄螺子部材51と雌螺子部材55を連
結させる。この時、組み合わされた連結凹部30は前面
Fに開放しているので、連結器50の連結作業や連結後
の連結部の状態の確認等の作業は組み合わされた製品の
前面F側から行うが、前面F側に十分な作業空間が得ら
れない場合は、両製品A,Bを組み合わせる前に、夫々
の前記打抜壁31を図示省略したハンマー等の工具によ
り打抜いて連結凹部30を後面Rに連通させれば、一連
の作業は製品の前面F側のみならず後面R側からも行う
ことができる。
When the two products A and B are connected, the male screw member 51 is screwed into the screw portion 15 exposed in the connection recess 30 of the product A, and the screw portion 15 exposed in the connection recess 30 of the product B is connected. The female screw member 55 is locked via a nut 59, and the two products A and B are combined so that the axes CL of the anchor bars 10 coincide with each other.
The male screw member 51 and the female screw member 55 attached to are connected. At this time, since the combined concave portion 30 is open to the front face F, the work of connecting the coupler 50 and checking the state of the connected portion after the connection is performed from the front face F side of the combined product. If a sufficient working space cannot be obtained on the front surface F side, before combining the two products A and B, each of the punching walls 31 is punched out with a tool such as a hammer (not shown) so that the connecting recess 30 is formed on the rear surface. By communicating with R, a series of operations can be performed not only from the front F side of the product but also from the rear R side.

【0020】この連結端部110によれば、連結用のア
ンカー筋10は製品内部に配設された補強鉄筋5に非結
合の状態で埋設されているので、補強鉄筋5の配設位置
に拘束されることなく連結箇所(連結凹部30)を設け
ることができると共に、アンカー筋10の先端の突出位
置に生じる誤差(連結部に生じる誤差)を抑制すること
ができる。また、両製品の組み合わせ時に、連結凹部3
0の開放面(前面F)側に十分な作業空間が得られない
場合は、両製品A,Bを組み合わせる前に夫々の打抜壁
31をハンマー等の工具により打抜いて連結凹部30を
後面Rに連通させれば、連結作業や連結後の連結部の状
態の確認等の作業が、製品の前面F側のみならず後面R
側からも行うことができるので、一連の作業が短時間の
うちに極めて容易、且つ確実に行うことができる。さら
に、製品の在庫ストック時・施工現場までの搬送時等に
は、連結凹部30は打抜壁31により1側面を閉塞され
ているので、アンカー筋10の螺子部15の破損を防止
することができる。
According to the connecting end portion 110, since the connecting anchor bar 10 is buried in a non-bonded state in the reinforcing bar 5 provided inside the product, the anchor bar 10 is restrained at the position where the reinforcing bar 5 is provided. It is possible to provide the connecting portion (the connecting concave portion 30) without being performed, and it is possible to suppress an error (an error occurring in the connecting portion) occurring at the projecting position of the distal end of the anchor muscle 10. Also, when combining both products, the connecting recess 3
If a sufficient working space cannot be obtained on the open surface (front surface F) side of No. 0, the punching wall 31 is punched out with a tool such as a hammer to combine the two products A and B, and the connecting recess 30 is formed on the rear surface. If it is connected to R, the work such as connection work and confirmation of the state of the connection part after connection can be performed not only on the front side F of the product but also on the rear side R.
Since it can be performed from the side, a series of operations can be performed extremely easily and reliably within a short time. Further, at the time of stocking the product, transporting the product to the construction site, and the like, the connecting recess 30 is closed on one side by the punching wall 31, so that the screw portion 15 of the anchor bar 10 can be prevented from being damaged. it can.

【0021】次に、図5を参照し本発明の別の実施例で
ある連結端部120を詳記する。連結端部120は、当
接面Tに開口すると共に前面F側及び後面R側を打抜壁
で閉塞した連結凹部30を有し、該連結凹部30内に前
記アンカー筋10の螺子部15が露出している。夫々の
当接面Tは、両製品A,Bの組み合わせ作業の簡易化と
連結後の連結部の耐剪断力の向上に有用な凸条71と、
該凸条71に嵌合する凹溝73を設けている。尚、図示
例においては、製品Aの当接面Tに凸条71を設け、製
品Bの当接面Tに凹溝73を設けているが、製品Aの当
接面Tに凹溝73を設け、製品Bの当接面Tに凸条71
を設けるか、或いは、両製品A,Bの当接面Tに凹部を
設け、該凹部に嵌合する部材を介在させても良い。
Next, referring to FIG. 5, a connecting end 120 which is another embodiment of the present invention will be described in detail. The connecting end 120 has a connecting recess 30 which is open to the contact surface T and has the front surface F side and the rear surface R side closed by a punching wall. In the connecting recess 30, the screw portion 15 of the anchor muscle 10 is provided. It is exposed. Each contact surface T is provided with a ridge 71 useful for simplifying the work of combining the two products A and B and improving the shearing resistance of the connecting portion after the connection.
A concave groove 73 that fits into the ridge 71 is provided. In the illustrated example, the protruding ridge 71 is provided on the contact surface T of the product A, and the concave groove 73 is provided on the contact surface T of the product B. However, the concave groove 73 is provided on the contact surface T of the product A. Provided, the protruding line 71 on the contact surface T of the product B.
Alternatively, a concave portion may be provided on the contact surface T of both products A and B, and a member fitted into the concave portion may be interposed.

【0022】打抜壁31は、図示省略の工具により打抜
可能な厚さの薄い壁部32と、連結凹部30の位置を示
す前面F,後面R側に僅かに突設または凹設したマーカ
ーライン33とで構成され、マーカーライン33は、製
品打設時に製造用型枠の対応位置に僅かな溝を穿設する
か、または凸部材を周設しておけば容易に一体成形でき
る。また、打抜壁31として、図中引き出し線に示すよ
うな、打抜可能な厚さの薄い壁部36と、連結凹部30
の位置を示す前面F,後面R側に僅かに凹設した窪み部
37とで構成された打抜壁35としても、製品打設時に
製造用型枠の対応位置に窪み部37を形成する突設部材
を設けておけば前記同様に容易に一体成形できる。
The punching wall 31 has a thin wall portion 32 which can be punched by a tool (not shown), and a marker slightly protruding or concavely provided on the front surface F and the rear surface R indicating the position of the connection concave portion 30. The marker line 33 can be easily formed integrally by forming a small groove at a position corresponding to the manufacturing mold or placing a convex member around the product frame at the time of placing the product. Further, as the punching wall 31, a thin wall portion 36 capable of being punched as shown by a drawing line in the drawing, and a connecting recess 30
The punching wall 35 formed by the front face F indicating the position of the punching surface and the recessed portion 37 slightly recessed on the rear surface R side also has a projection for forming the recessed portion 37 at a position corresponding to the manufacturing form when the product is driven. If the installation member is provided, it can be easily formed integrally as described above.

【0023】この両製品A,Bを連結する時には、ま
ず、連結器50の連結作業空間を十分に確保できる何れ
か一方の打抜壁31を図示省略したハンマー等の工具に
より打抜いて連結凹部30に連通させ、次に、製品Aの
連結凹部30内に露出した螺子部15に雄螺子部材51
を螺嵌し、製品Bの連結凹部30内に露出した螺子部1
5にナット59を介して雌螺子部材55を係止しおき、
両アンカー筋10の軸線CLを一致させるように両製品
A,Bを組み合わせた後、相対するアンカー筋10に取
り付けられた雄螺子部材51と雌螺子部材55を連結さ
せる。この時、組み合わされた連結凹部30は連結作業
空間を十分に確保できる何れか一方に開放しているの
で、連結器50の連結作業や連結後の連結部の状態の確
認等の作業は、容易に行うことができる。
When the two products A and B are connected, first, one of the punching walls 31 capable of sufficiently securing the connection working space of the connecting device 50 is punched by a tool such as a hammer (not shown) to form a connecting recess. 30. Next, the male screw member 51 is connected to the screw portion 15 exposed in the connection concave portion 30 of the product A.
And the screw portion 1 exposed in the connection concave portion 30 of the product B
5, the female screw member 55 is locked via a nut 59,
After the two products A and B are combined so that the axes CL of the two anchor bars 10 match, the male screw member 51 and the female screw member 55 attached to the opposite anchor bars 10 are connected. At this time, since the combined connecting recess 30 is open to one of the connecting working spaces enough to secure a connecting working space, the connecting work of the connecting device 50 and the operation of checking the state of the connecting portion after the connecting are easy. Can be done.

【0024】この連結端部120によれば、連結用のア
ンカー筋10は製品内部に配設された補強鉄筋5に非結
合の状態で埋設されているので、補強鉄筋5の配設位置
に拘束されることなく連結箇所(連結凹部30)を設け
ることができると共に、アンカー筋10の先端の突出位
置に生じる誤差(連結部に生じる誤差)を抑制すること
ができる。また、連結現場の状況に応じて両製品A,B
を組み合わせる前に予め何れか一方の打抜壁31を打抜
いて連結凹部30を連通させれば、連結作業や連結後の
連結部の状態の確認等の作業が、短時間のうちに極めて
容易、且つ確実に行うことができる。さらに、製品の在
庫ストック時・施工現場までの搬送時等には、連結凹部
30は打抜壁31により2側面を閉塞されているので、
アンカー筋10の螺子部15の破損を防止することがで
きる。
According to the connecting end portion 120, since the connecting anchor bar 10 is buried in a non-bonded state in the reinforcing bar 5 provided inside the product, the anchor bar 10 is restricted at the position where the reinforcing bar 5 is provided. It is possible to provide the connecting portion (the connecting concave portion 30) without being performed, and it is possible to suppress an error (an error occurring in the connecting portion) occurring at the projecting position of the distal end of the anchor muscle 10. In addition, both products A, B
If one of the punching walls 31 is punched out beforehand to connect the connecting recesses 30 before combining, the connecting work and the operation of checking the state of the connecting portion after the connecting are extremely easy in a short time. , And reliably. Further, at the time of stocking the product, transporting the product to the construction site, and the like, the connecting recess 30 is closed on two sides by the punching wall 31.
The breakage of the screw portion 15 of the anchor muscle 10 can be prevented.

【0025】尚、図1乃至図5は平板状のコンクリート
製品について例示したが、本発明は大型の組立式暗渠ブ
ロック・組立式水路ブロック・組立式擁壁ブロック等の
連結端部にも適用することができる。
Although FIGS. 1 to 5 exemplify flat concrete products, the present invention is also applied to connecting ends of large-sized assembled culvert blocks, assembled waterway blocks, assembled retaining wall blocks and the like. be able to.

【0026】[0026]

【発明の効果】以上詳述の如く構成されているので、請
求項1記載のコンクリート製品の連結端部構造によれ
ば、コンクリート製品に内設された補強鉄筋の配設位置
に拘束されることなく連結箇所を設けることができ、ま
た、簡単な構成により極めて作業性良く、且つ確実に連
結作業を行うことができる。
According to the structure for connecting a concrete product according to the first aspect of the present invention, the structure is as described above in detail. The connecting portion can be provided without any problem, and the connecting operation can be performed with high operability and reliability with a simple configuration.

【0027】また、請求項2または3記載のコンクリー
ト製品の連結端部構造によれば、製品の在庫ストック時
・施工現場までの搬送時等の、アンカー筋10の螺子部
15の破損を防止することができ、さらに、打抜壁を打
ち抜いて連結凹部を連結作業側に連通することにより、
極めて作業性良く、且つ確実に連結作業を行うことがで
きる等の効果がある。
According to the second or third aspect of the present invention, the thread portion 15 of the anchor bar 10 is prevented from being damaged when the product is stocked or transported to a construction site. By punching the punching wall and connecting the connecting recess to the connecting work side,
There are effects such as extremely good workability and a reliable connection operation.

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

【図1】本発明の実施例の概略説明図FIG. 1 is a schematic explanatory view of an embodiment of the present invention.

【図2】図1の一部破断図、及びそれに使用する連結器
の説明図
FIG. 2 is a partially cutaway view of FIG. 1 and an explanatory view of a coupler used therein.

【図3】連結端部100を示す説明図FIG. 3 is an explanatory view showing a connection end portion 100;

【図4】連結端部120を示す説明図FIG. 4 is an explanatory view showing a connection end portion 120;

【図5】連結端部130を示す説明図FIG. 5 is an explanatory view showing a connection end portion 130;

【図6】従来技術の説明図FIG. 6 is an explanatory diagram of a conventional technique.

【符号の説明】[Explanation of symbols]

A−コンクリート製品 B−コンクリート製品 CL−螺子部の軸線 F−コンクリート製品の前面 R−コンクリート製品の後面 T−コンクリート製品の当接面 1−主筋 5−補強鉄筋 10−アンカー筋 12−異形鉄筋 15−螺子部 30−連結凹部 31−打抜壁 35−別の打抜壁 50−連結器 60−別の連結器 A-Concrete product B-Concrete product CL-Axis line of screw part F-Front surface of concrete product R-Back surface of concrete product T-Abutment surface of concrete product 1-Main bar 5-Reinforcing bar 10-Anchor bar 12-Deformed bar 15 -Screw part 30-connection concave part 31-punched wall 35-another punched wall 50-connector 60-another connector

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 補強鉄筋と連結用のアンカー筋を内設
し、連結器により他のコンクリート製品と連結し一体化
するコンクリート製品の連結端部構造であって、連結す
べき別のコンクリート製品との当接面及び該当接面に連
続する2側面に開口する連結凹部を設け、アンカー筋を
補強鉄筋に非結合にして、その軸線が前記当接面に直交
するように埋設すると共に、該アンカー筋の先端部を前
記連結凹部内に突出させた、ことを特徴とするコンクリ
ート製品の連結端部構造。
1. A concrete product connecting end structure in which a reinforcing reinforcing bar and a connecting anchor bar are provided internally, and connected to and integrated with another concrete product by a connector, wherein the concrete product is connected to another concrete product to be connected. A connecting concave portion opened on two side surfaces continuous with the abutting surface and an anchoring bar is not connected to the reinforcing bar, and the anchoring bar is embedded so that its axis is orthogonal to the abutting surface. A connection end structure for a concrete product, wherein a tip of a streak protrudes into the connection recess.
【請求項2】 前記連結凹部が、当接面に連続する2側
面の何れか一方を閉塞する打抜壁を備えた、ことを特徴
とする請求項1記載のコンクリート製品の連結端部構
造。
2. The connecting end structure for a concrete product according to claim 1, wherein the connecting recess has a punched wall that closes one of two side surfaces that are continuous with the contact surface.
【請求項3】 前記連結凹部が、当接面に連続する2側
面を閉塞する打抜壁を備えた、ことを特徴とする請求項
1記載のコンクリート製品の連結端部構造。
3. The connection end structure for a concrete product according to claim 1, wherein the connection recess has a punched wall that closes two side surfaces connected to the contact surface.
JP19123599A 1999-07-06 1999-07-06 Connecting end structure of concrete product Pending JP2001020374A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19123599A JP2001020374A (en) 1999-07-06 1999-07-06 Connecting end structure of concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19123599A JP2001020374A (en) 1999-07-06 1999-07-06 Connecting end structure of concrete product

Publications (1)

Publication Number Publication Date
JP2001020374A true JP2001020374A (en) 2001-01-23

Family

ID=16271158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19123599A Pending JP2001020374A (en) 1999-07-06 1999-07-06 Connecting end structure of concrete product

Country Status (1)

Country Link
JP (1) JP2001020374A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101144139B1 (en) * 2011-08-01 2012-05-24 (주)대우건설 Torque shear coulper for stress distribution and member connecting method using the same
WO2013145182A1 (en) * 2012-03-28 2013-10-03 鹿島建設株式会社 Pre-cast wall member and structure for joining pre-cast wall members
CN107152136A (en) * 2016-03-05 2017-09-12 哈尔芬有限公司 Prefabricated component connector and the connection system for connecting precast concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101144139B1 (en) * 2011-08-01 2012-05-24 (주)대우건설 Torque shear coulper for stress distribution and member connecting method using the same
WO2013145182A1 (en) * 2012-03-28 2013-10-03 鹿島建設株式会社 Pre-cast wall member and structure for joining pre-cast wall members
CN107152136A (en) * 2016-03-05 2017-09-12 哈尔芬有限公司 Prefabricated component connector and the connection system for connecting precast concrete

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