JP4125682B2 - Connection device for culvert type concrete products that can be connected in a straight or curved shape - Google Patents

Connection device for culvert type concrete products that can be connected in a straight or curved shape Download PDF

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JP4125682B2
JP4125682B2 JP2004036315A JP2004036315A JP4125682B2 JP 4125682 B2 JP4125682 B2 JP 4125682B2 JP 2004036315 A JP2004036315 A JP 2004036315A JP 2004036315 A JP2004036315 A JP 2004036315A JP 4125682 B2 JP4125682 B2 JP 4125682B2
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connection
hole
culvert type
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concrete product
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恭司 高見
政道 小口
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本発明は例えばコンクリート製排水溝等暗渠型コンクリート製品を直線状にあるいは曲線状に接続可能な暗渠型コンクリート製品の兼用接続装置に関するものである。
The present invention relates to a joint connection device for a culvert type concrete product that can connect a culvert type concrete product such as a concrete drainage groove linearly or in a curved shape.

従来において、コンクリート製品長手方向の両端部位置に連結穴を形成したコンクリート製品が一般的に知られている。   Conventionally, a concrete product in which connecting holes are formed at both end positions in the longitudinal direction of the concrete product is generally known.

また、近年のコンクリート製品は施工現場の労働力節減のため、U字溝のようなU型側溝の上に蓋を乗せる製品から、コンクリート製品本体と蓋が合体した製品が数々開発されている。   In recent years, in order to reduce the labor force at construction sites, many concrete products have been developed in which a concrete product main body and a lid are combined from a product in which a lid is placed on a U-shaped side groove such as a U-shaped groove.

そして、開発された製品本体と蓋が合体したコンクリート製品は暗渠製品とも呼ばれ、施工現場では蓋敷設手間が省けるが、施工現場で製品と製品を何本も繋ぎ合わせる際、従来のようにセメントモルタルを製品間につけて繋ぎ合わせる作業(目地作業)ができずその対策に苦慮していた。   The developed concrete product with the lid and the lid is also called a culvert product, and it can save labor for laying the lid at the construction site, but when connecting many products to the product at the construction site, the cement is used as before. The work (joint work) where the mortar was put between the products could not be performed and the countermeasures were difficult.

なぜなら、暗渠型コンクリート製品は施工現場において、U字溝のように例えば上面に開口部がないため、製品内側から作業者の手が入らず、セメントモルタルでの目地作業などができないのである。   This is because underlaying concrete products, such as U-shaped grooves, do not have openings on the upper surface, for example, so that the operator's hands cannot enter from the inside of the product and joint work with cement mortar cannot be performed.

そして、このような課題に対応するため、暗渠型コンクリート製品を施工する際にモルタル目地作業の代替で用意されたものは、暗渠型コンクリート製品長手方向両端面に止水性機能を持つウレタン製等のゴムパッキンを貼り付け、接続すべき隣り合う二つの暗渠型コンクリート製品を繋ぎ合わせるものというものであった。   And in order to cope with such problems, what was prepared as an alternative to mortar joint work when constructing culvert type concrete products is made of urethane having a water-stop function at both longitudinal direction end surfaces of culvert type concrete products. A rubber packing was attached, and two adjacent culvert concrete products to be connected were joined together.

これは、暗渠型コンクリート製品長手方向両端面においてゴムパッキンを圧縮して接続するため、施工済みの暗渠型コンクリート製品と繋ぎ合わせる方法としては、接続すべき暗渠型コンクリート製品を重機の動力で、またはチェーンロープを前記製品に巻いて吊り上げ、所定の敷設位置まで運搬すると共に、締め付け工具で人力によって徐々に引き寄せ作業を行ない、所定位置まで引き寄せた後、あらかじめ埋設された金属プレートとボルトで螺合させるなどかなり作業の手間を要する。   This is because the rubber packing is compressed and connected at both longitudinal direction end faces of the culvert type concrete product. As a method of connecting with the already constructed culvert type concrete product, the culvert type concrete product to be connected is powered by heavy machinery, or The chain rope is wound around the product, lifted, transported to a predetermined laying position, and gradually pulled by human power with a tightening tool. It takes a lot of work.

すなわち、該工法において前記のゴムパッキンを圧縮して接続作業を行うことはきわめて困難なことであり、ほとんどが接続すべき製品を既設製品端部である接続面に取り付けられたゴムパッキンに接したところで引き寄せ作業を終了してしまい、製品連結後のゴム反発作用を利用して止水防止するとの目的が達成出来ないおそれがあった。   That is, in the construction method, it is extremely difficult to perform the connecting work by compressing the rubber packing, and most of the products to be connected are in contact with the rubber packing attached to the connecting surface which is the end of the existing product. By the way, the drawing work was finished, and there was a possibility that the purpose of preventing water stop using the rubber repulsion effect after the product connection could not be achieved.

ところで、近年のコンクリート製品には連結穴の他に、吊上げ穴を設けた製品もあり、この吊上げ穴機能で施工現場は飛躍的に作業時間は短縮化でき、安全性においてもきわめて優れている製品を提供することが出来たことは言うまでもない。   By the way, in recent concrete products, there is a product with a lifting hole in addition to the connecting hole, and this lifting hole function can dramatically shorten the work time at the construction site, and it is extremely excellent in safety. Needless to say, we were able to provide

がしかし、近年では暗渠型製品にゴムパッキンが貼り付けてあることで、接続作業における該ゴムパッキン圧着作業で時間を費やしてしまい、折角前記の工法で短縮された作業時間さえも無駄となり、それどころか作業時間の延長すら成りかねない状態となっていた。   However, in recent years, rubber packing has been affixed to a culvert type product, so that time was spent in the rubber packing crimping work in the connection work, and even the work time shortened by the above-mentioned method was wasted, on the contrary. Even work hours could be extended.

ここで、近年、前記製品の接続につき、斬新な技術である引き寄せ構造によるコンクリート製品の接続構造(一般に業界ではいわゆるパーフェクトジョイント工法・PJ工法と称呼されている)が発明されたが、当該接続構造あるいはコンクリート製品についても以下に述べるような課題が存在していた。   Here, in recent years, a connection structure of concrete products by a pulling structure, which is a novel technology, has been invented (generally referred to as a so-called perfect joint method / PJ method in the industry). Or the following problems also existed about concrete products.

例えば、国家により公共工事が発注され、新規の道路工事が行われるとする。この際、コンクリート側溝は道路の排水を目的に、また既存の道路ではコンクリート製品の老朽化により、コンクリート製品取替え工事が行われるが、どの工事箇所においても道路が直線状に形成されている工事現場は少なく、曲線(カーブ)箇所と、直線箇所が入り混じって構成されているのが現状である。   For example, it is assumed that public construction is ordered by the state and new road construction is performed. At this time, concrete gutters are used for the purpose of draining roads, and on existing roads, concrete products are replaced due to the deterioration of concrete products. However, the current situation is that a curved portion and a straight portion are mixed.

この際、従来のPJ工法では、工事道路の直線部は、接続、埋設すべきコンクリート製品を引き寄せ工具により、手動で左右の微調整を加えながら均一に引き寄せ、ゴムパッキン圧着後、連結プレート、ボルトで固定し、前記コンクリート製品(例えば暗渠製品)の止水効果を持たせた接続作業を行っている。   At this time, in the conventional PJ method, the straight part of the construction road is connected, and the concrete product to be buried is drawn evenly by manual adjustment with the left and right fine adjustments, after the rubber packing is crimped, the connecting plate, bolt The connection work is performed with the water-stopping effect of the concrete product (for example, culvert product).

しかしながら、工事道路におけるカーブ(曲線)箇所での接続すべきコンクリート製品の引き寄せは、該コンクリート製品を引き寄せ工具により手動で左右微調整を加えながら均一に引き寄せると、施工現場がカーブ(曲線)しているための各種の作業困難状況が生じる。   However, when the concrete product to be connected at the curve (curved) location on the construction road is drawn evenly while manually adjusting the left and right with the drawing tool, the construction site curves (curved). As a result, various work difficulties occur.

すなわち、カーブの内側部分については、敷設済み製品の端部に接続すべきコンクリート製品の端部を接触させるまで引き寄せて接続作業の完了となるが、カーブの外側部分では、カーブ内側が敷設済みの製品の端部接触状態のため、それ以上進まずにそこで止まってしまい、もってカーブの外側部部でもそれ以上の引き寄せができず、外側の接続部分に開口部が発生してしまっていた。   That is, for the inner part of the curve, the connection work is completed by bringing the end of the concrete product to be connected to the end of the installed product until it comes into contact, but in the outer part of the curve, the inner side of the curve is already installed. Due to the contact state of the end part of the product, it stopped there without proceeding further, so that it could not be pulled further on the outer part of the curve, and an opening was generated at the outer connection part.

そこで、当該開口部を繋ぎ合わせるため施工現場でベニヤ板を使用し壁を作りその中にセメントモルタル及び生コンクリートを注入するなどの方法をとらざるを得なかった。
特開2001−329622号
Therefore, in order to connect the openings, a method of using a plywood board at the construction site to make a wall and injecting cement mortar and ready-mixed concrete into the wall had to be taken.
JP 2001-329622 A

かくして、本発明は前記従来の課題に対処すべく創案されたものであって、例えば工事道路における直線部分での暗渠型コンクリート製品の接続のみならず、カーブ部での接続も簡単、迅速に、かつ確実に行える直線状、曲線状接続可能な暗渠型コンクリート製品兼用接続装置を提供することを目的とするものである。
Thus, the present invention was devised to cope with the above-mentioned conventional problems, and for example, not only the connection of a culvert type concrete product at a straight portion on a construction road, but also the connection at a curved portion is simple and quick. It is another object of the present invention to provide a connecting device for a culvert type concrete product that can be connected in a straight line or curved line.

本発明による直線状、曲線状接続可能な暗渠型コンクリート製品兼用接続装置は、
複数の暗渠型コンクリート製品を長手方向に向かって直線状にあるいは曲線状に接続可能な暗渠型コンクリート製品の兼用接続装置であって、
長手方向へ接続すべき複数個の暗渠型コンクリート製品と、
該暗渠型コンクリート製品の両端部両側壁面一定位位置に各々穿設された接続用穴と、
前記接続用穴に亘って架設される接続板と、
前記接続板を接続すべき暗渠型コンクリート製品の隣り合う側壁間に架設固定する固定杆と、
を有し、
前記接続板は、平板長方形状に形成されて長手方向略中間部分に折曲用縦型切り込みが設けられてなると共に、一方側端部近傍位置には下辺に開口し、上方に向かって延出した係止切り欠き溝が形成され、かつ他方側端部近傍位置には長手方向に向かって延びる長穴状の無段階取り付け用係止穴と該無段階取り付け用係止穴の前記係止切り欠き溝側の端部から上方に延びる切り込み状の係止溝が設けられてなり、
前記固定杆は、雄ねじ部と該雄ねじ部の基端に設けられたボルト頭とを有し、前記雄ねじ部には先端部から略中間位置まで雄ねじが消失されて丸棒状の雄ねじ消失部が形成されてなり、
前記接続用穴は、内部に雌ねじ部が螺刻された金属パイプ製のアンカー部と、該アンカー部の先端に嵌り込み、前記雌ねじ部の内径と略同等の内径を有し、かつ先端開口側では穴中心に向かって張り出し突起が環状に形成された合成樹脂製穴部とを備えた穴形成部材で形成された、
ことを特徴とするものである。
A culvert type concrete product combined connection device that can be connected in a straight line or curved line according to the present invention,
A culvert type concrete product combined connection device capable of connecting a plurality of culvert type concrete products linearly or curvedly in the longitudinal direction,
A plurality of underdrain concrete products to be connected in the longitudinal direction;
Holes for connection respectively drilled at fixed positions on both side walls on both ends of the culvert type concrete product;
A connection plate constructed over the connection hole;
A fixing rod for erection between adjacent side walls of the culvert type concrete product to which the connection plate is to be connected;
Have
The connection plate is formed in a flat plate rectangular shape and is provided with a vertical notch for bending at a substantially middle portion in the longitudinal direction, and opens at the lower side in the vicinity of one end and extends upward. A step-less mounting locking hole in the shape of a long hole extending in the longitudinal direction in the vicinity of the other side end portion, and the locking cut of the stepless mounting locking hole. A notch-shaped locking groove extending upward from the end of the notch groove side is provided,
The fixing rod has a male screw part and a bolt head provided at the base end of the male screw part, and the male screw disappears from the tip part to a substantially intermediate position to form a round bar-like male screw disappearing part. Being
The connection hole has an anchor portion made of a metal pipe with a female thread portion threaded therein, and has an inner diameter substantially equal to the inner diameter of the female thread portion, fitted into the distal end of the anchor portion, and on the opening side of the distal end Then, it was formed with a hole forming member provided with a synthetic resin hole portion with a protruding protrusion formed in an annular shape toward the center of the hole,
It is characterized by this.

本発明によれば、工事道路における直線部分での暗渠型コンクリート製品の接続のみならず、カーブ部での暗渠型コンクリート製品の接続も簡単、迅速に、かつ確実に行えるとの優れた効果を奏する。
According to the present invention, there is an excellent effect that not only connection of a culvert type concrete product at a straight portion on a construction road but also connection of a culvert type concrete product at a curved portion can be easily, quickly and surely performed. .

以下、本発明を図に示す実施例に基づいて説明する。
Hereinafter, the present invention will be described based on embodiments shown in the drawings.

図1は本発明の一実施例を示す平面図である。図1において複数の暗渠型コンクリート製品1が所定のカーブを有して接続されている例を示したものである。   FIG. 1 is a plan view showing an embodiment of the present invention. FIG. 1 shows an example in which a plurality of underdrain concrete products 1 are connected with a predetermined curve.

ここで、図1に示されている暗渠型コンクリート製品1にはその上面に内部中空部3(排水路)と連通する雨水排水用スリット2が設けられている。   Here, the underdrain type concrete product 1 shown in FIG. 1 is provided with a rainwater drainage slit 2 communicating with the internal hollow portion 3 (drainage channel) on the upper surface thereof.

また、暗渠型コンクリート製品1は図1から理解されるように、略直方体状をなして構成されており、その両側端部近傍の側壁には各々あらかじめ定められた位置に接続用穴7,7が設けられている。   Moreover, the culvert type concrete product 1 is formed in a substantially rectangular parallelepiped shape, as can be understood from FIG. 1, and the connection holes 7, 7 are respectively formed at predetermined positions on the side walls in the vicinity of both end portions thereof. Is provided.

この接続用穴7は前記暗渠型コンクリート製品1を製造する際、あらかじめ製造型枠内に接続用穴形成用の部材が取り付けられ、該部材により頑強な接続用穴7が形成される。例えば本発明においては内部に雌ねじ8が螺刻された金属パイプを接続用穴形成部材の主たる部材として使用している。   When the culvert type concrete product 1 is manufactured, the connection hole 7 is preliminarily attached with a member for forming a connection hole in the manufacturing mold, and the member 7 is formed with a strong connection hole 7. For example, in the present invention, a metal pipe having a female screw 8 engraved therein is used as the main member of the connection hole forming member.

そして、この接続用穴7形成の位置は大量生産される全てのコンクリート製品1についてその長手方向の両端部近傍での同一位置に設けざるを得ない。   And the position of this connection hole 7 formation must be provided in the same position in the vicinity of the both ends of the longitudinal direction about all the concrete products 1 mass-produced.

すなわち、直線状接続用の接続用穴7を設けたコンクリート製品、そしてカーブ状接続の接続用穴7(たとえな穴の位置がさらに端部よりになっているなど)を設けたコンクリート製品1と分けて製造されてはいない。このような他種類の製品を製造すると製造コストが大幅にアップするためである。   That is, the concrete product 1 provided with the connecting hole 7 for the straight connection, and the concrete product 1 provided with the connecting hole 7 for the curved connection (for example, the position of the hole is closer to the end) They are not manufactured separately. This is because manufacturing such other types of products significantly increases the manufacturing cost.

よって、接続用穴7形成の位置は大量生産される全てのコンクリート製品1についてその長手方向の両端部近傍での同一位置に設け、もって、直線状に接続するコンクリート製品1を基本とし、これらのコンクリート製品1をカーブ状に接続したいときには前記コンクリート製品1、正確には接続用穴7の位置は変更せずに、他の接続部材を変更してまかなうものとしている。   Therefore, the connection hole 7 is formed at the same position in the vicinity of both end portions in the longitudinal direction of all the concrete products 1 that are mass-produced, and thus, based on the concrete product 1 that is connected in a straight line. When it is desired to connect the concrete product 1 in a curved shape, the concrete product 1, more precisely, the position of the connection hole 7 is not changed, and other connection members are changed.

尚、図2から理解されるように、暗渠型コンクリート製品1の接続端面4にはゴムパッキンなどからなる気密部材5が取り付けられているが、カーブ部で使用するものについては、そのカーブ部内側部部についてゴムパッキンなどからなる気密部材5を一重に、カーブ部外側部分については気密部材5を二重あるいは三重にして取り付け、当該カーブ外側の接続部に生ずる開口に対処している。   As can be understood from FIG. 2, an airtight member 5 made of rubber packing or the like is attached to the connection end surface 4 of the culvert type concrete product 1. The airtight member 5 made of rubber packing or the like is attached to the portion in a single layer, and the airtight member 5 is attached to the outer portion of the curve in a double or triple manner to cope with the opening generated in the connection portion outside the curve.

ここで、カーブ部での暗渠型コンクリート製品1,1の接続につき説明する。   Here, the connection of the culvert type concrete products 1 and 1 at the curved portion will be described.

まず、所定の位置に暗渠型コンクリート製品1を敷設する。ついで、カーブを有して接続する次の暗渠型コンクリート製品1を所定位置まで運搬し、所定のカーブを有して接続するよう仮置きする。   First, the culvert type concrete product 1 is laid at a predetermined position. Next, the next culvert type concrete product 1 to be connected with a curve is transported to a predetermined position and temporarily placed so as to be connected with a predetermined curve.

その後、接続すべき隣り合う暗渠型コンクリート製品1,1の接続用穴7,7に接続板9を架設し、その状態から引き寄せ具(図示せず)を使用して隣り合う暗渠型コンクリート製品1,1を引き寄せる。   Thereafter, a connecting plate 9 is installed in the connecting holes 7 and 7 of the adjacent culvert type concrete products 1 and 1 to be connected, and the adjacent culvert type concrete product 1 is used from that state by using a drawing tool (not shown). , 1 is drawn.

尚、このとき、接続板9として図3に示される接続板9を使用するものとなるが、カーブ部に使用する場合には、接続板9については、あらかじめその長手方向中間部に設けられた折曲用縦型切り込み10の箇所を基にして所望の角度に折曲しておくものとする。   At this time, the connection plate 9 shown in FIG. 3 is used as the connection plate 9. However, when the connection plate 9 is used in a curved portion, the connection plate 9 is provided in the middle in the longitudinal direction in advance. It is assumed that the bent vertical notch 10 is bent at a desired angle.

そして、カーブの内側部分から引き寄せ、接続作業を行うが、双方の接続端面に設けられた気密部材5が充分に圧着され、両端部が密接状態となっていることを確認し、ボルト状の固定杆11を前記接続用穴7,7内に嵌着して接続板9を架設する。   Then, pulling from the inner part of the curve and performing the connection work, it is confirmed that the airtight member 5 provided on both connection end faces is sufficiently crimped and both ends are in close contact with each other, and bolt-like fixing The connecting plate 9 is constructed by fitting the flange 11 into the connecting holes 7, 7.

しかして、固定杆11の取り付けは接続用穴7の雌ねじ部8に固定杆11の雄ねじ部18を螺合させるよう螺子回してもよいし、固定杆11のボルト頭16を打ち込んで強制的に螺合状態にしても構わない。   Thus, the fixing rod 11 may be attached by screwing so that the male screw portion 18 of the fixing rod 11 is screwed into the female screw portion 8 of the connection hole 7 or by driving the bolt head 16 of the fixing rod 11 forcibly. It may be screwed.

次に、カーブ部の外側についてであるが、図5から理解されるように、接続端面間に大きな開口部が生ずる。しかし、この開口部を塞ぐべく各々の接続端面には2重、あるいは3重に気密部材5が取り付けられており、これにより接続部の気密性については充分に保たれている。   Next, as for the outside of the curved portion, as can be understood from FIG. 5, a large opening is formed between the connection end faces. However, the airtight member 5 is attached to each connection end face in a double or triple manner so as to close the opening, and thus the airtightness of the connection is sufficiently maintained.

しかして、接続板9を所望の角度に折曲し、これを隣り合う接続用穴7,7に仮挿入された固定杆11,11の間に仮置きする。   Then, the connection plate 9 is bent at a desired angle, and this is temporarily placed between the fixing rods 11 and 11 temporarily inserted into the adjacent connection holes 7 and 7.

この状態から引き寄せ具を用いて隣り合う暗渠型コンクリート製品1,1を充分引き寄せ、充分に引き寄せた状態で前記固定杆11,11を接続用穴7,7に打ち込むかあるいは螺合して両コンクリート製品1,1を接続するのである。   From this state, the adjacent concrete fence-type concrete products 1 and 1 are sufficiently drawn using a drawing tool, and the fixed rods 11 and 11 are driven or screwed into the connection holes 7 and 7 in a sufficiently drawn state so that both concretes are brought together. The products 1 and 1 are connected.

尚、前記開口部には最終的にコンクリートモルタル12を打設し前記気密部材5を密封しておくものとする。   It is assumed that concrete mortar 12 is finally placed in the opening to seal the airtight member 5.

ところで当該暗渠型コンクリート製品1,1を直線状に接続するには、引き寄せ具を用いて手動により微調整を加えながら左右均一に引き寄せればよい。   By the way, in order to connect the culvert type concrete products 1 and 1 in a straight line, it is only necessary to draw the left and right uniformly while applying fine adjustment manually using a drawing tool.

しかし、施工現場がカーブ(曲線)の場合は、カーブ内側が、敷設済みの製品1の接続端面に接続すべき製品1の接続端面が接触、圧着されるまで引き寄せた後、そこで接続板9などを用いた接続作業を行いカーブ部内側はそれで作業完了となる。   However, when the construction site is a curve (curve), the inside of the curve draws until the connection end surface of the product 1 to be connected to the connection end surface of the laid product 1 comes into contact and pressure contact, and then the connection plate 9 or the like there. The connection work using is performed, and the work inside the curve portion is completed.

しかし、カーブ内側が敷設済みの製品1,1の接続端面同士が充分な接触状態になるため、カーブ外側についてはそれ以上の引き寄せができない。   However, since the connection end surfaces of the products 1 and 1 on which the curve inner side has been laid are in a sufficient contact state, the curve outer side cannot be further drawn.

従って、カーブ外側については、前記気密部材5,5同士は充分に密接しているが、コンクリート製品1,1の接続端面部分に開口部が発生してしまうとの事態が生ずる。本発明では前記のようにしてこのような事態に充分対処しているのである。   Therefore, on the outside of the curve, the airtight members 5 and 5 are sufficiently close to each other, but there is a situation in which an opening is generated in the connecting end surface portion of the concrete products 1 and 1. In the present invention, such a situation is sufficiently dealt with as described above.

しかして、本発明では中間部より縦型に折曲可能な接続板9を用いる。   Therefore, in the present invention, the connecting plate 9 that can be bent vertically from the middle portion is used.

特に、カーブ部の湾曲度の違いによりこの開口部の開口数値は異なってくる。   In particular, the numerical aperture value of the opening varies depending on the degree of curvature of the curved portion.

図3から理解されるように、接続板9の長手方向一方側端部近傍位置には下辺に開口し、上方に向かって延出する係止切り欠き溝14が設けられている。   As understood from FIG. 3, a locking notch groove 14 that opens to the lower side and extends upward is provided in the vicinity of one end portion in the longitudinal direction of the connection plate 9.

また他方側端部近傍位置には長手方向に向かって延びる長穴状の無段階取り付け用係止穴15が穿設され、該無段階取り付け用係止穴15における前記係止切り欠き溝15側の端部からは上方に延びる切り込み状の係止溝25が設けられている。   In addition, an elongated hole-shaped stepless mounting locking hole 15 extending in the longitudinal direction is formed in the vicinity of the other end portion, and the stepped mounting groove 15 side of the stepless mounting locking hole 15 side is formed. A notch-like locking groove 25 extending upward is provided from the end of the.

特に本発明による接続板9には、長穴状の無段階取り付け用係止穴15が穿設されているため、開口部の開口数値が異なる場合であっても充分に接続板9を隣り合う接続用穴7,7間に架設できる。   In particular, since the connection plate 9 according to the present invention is provided with a long hole-like stepless attachment locking hole 15, the connection plates 9 are sufficiently adjacent to each other even when the numerical aperture values of the openings are different. It can be installed between the connection holes 7 and 7.

次に、ボルト状の固定杆11について説明する。該固定杆11は図4にその構成が示されている。   Next, the bolt-shaped fixing rod 11 will be described. The structure of the fixed rod 11 is shown in FIG.

すなわち、固定杆11は、雄ねじ部18と該雄ねじ部18の基端に設けられたボルト頭16とを有し、前記雄ねじ部18は先端部から略中間位置まで雄ねじが消失されて丸棒状の雄ねじ消失部17が形成されている。   That is, the fixing rod 11 has a male screw portion 18 and a bolt head 16 provided at the base end of the male screw portion 18, and the male screw portion 18 has a round bar shape with the male screw disappearing from the distal end portion to a substantially intermediate position. A male screw disappearing portion 17 is formed.

このような構成からなる固定杆11を使用することにより、接続の際の螺合回数を大きく減少することが出来、あるいはそのままボルト頭17を打ち込んでも螺合状態にすることが出来、接続作業の手間を大幅に減らすことが出来る。   By using the fixing rod 11 having such a structure, the number of times of screwing at the time of connection can be greatly reduced, or even if the bolt head 17 is driven as it is, it can be brought into a screwed state. Time and effort can be greatly reduced.

ところで、前記接続用穴7は、前述の通り内部に雌ねじ部8が螺刻された金属パイプ製の穴形成兼アンカー部19と、該穴形成兼アンカー部19の先端に嵌り込み、前記雌ねじ部8の内径と略同等の内径を有し、かつ先端開口側では穴中心に向かって張り出し突起20が環状に形成された合成樹脂製穴部21とを備えた穴形成部材22で形成されている。
ここで、合成樹脂製の穴形成部材22は、コンクリート製品1の製造時において、型枠に装着してある支持部材に嵌り込んで穴形成兼アンカー部19が装着されるが、前記支持部材から容易に抜け落ちないとの脱落防止機能を有するものとなる。
By the way, the connecting hole 7 is fitted into the hole forming / anchor portion 19 made of metal pipe having the internal threaded portion 8 threaded therein as described above, and the tip of the hole forming / anchor portion 19, and the female threaded portion 8 is formed by a hole forming member 22 provided with a synthetic resin hole 21 having an inner diameter substantially equal to the inner diameter of 8 and a projecting protrusion 20 formed in an annular shape toward the center of the hole on the tip opening side. .
Here, the hole forming member 22 made of synthetic resin is fitted into the support member mounted on the formwork and the hole forming / anchor portion 19 is mounted when the concrete product 1 is manufactured. It will have a function to prevent it from falling off easily.

また、アンカー部19の中央つぶし加工部23は、コンクリート製品1製造後コンクリート製品1本体より抜け出さない抜け防止機能を果たすものとなる。   Further, the central crushing portion 23 of the anchor portion 19 fulfills a function of preventing the slipping from preventing the concrete product 1 body from slipping out after the concrete product 1 is manufactured.

そして、施工現場の状況では、穴形成兼アンカー部19に装着してあるプラスチックキャップ製の穴形成部材22により、施工時に穴形成兼アンカー部19で形成された接続用穴7にセットする固定杆11の脱落を防ぐ、固定杆脱落防止機能を有する。   And in the situation of construction site, the fixing rod set in the connection hole 7 formed in the hole forming / anchor part 19 at the time of construction by the hole forming member 22 made of plastic cap attached to the hole forming / anchor part 19 11 has a function to prevent falling off of the fixing rod.

また、引き寄せ作業時に、人力が加わった瞬間、固定杆11の弾きを防ぐ飛び出し防止機能をも有する。   Also, it has a pop-out prevention function that prevents the fixed hook 11 from being flipped at the moment when human power is applied during the pulling operation.

また、穴形成兼アンカー部19の中央つぶし加工部23及びそれを6角面取りとしたことは、施工現場で固定杆11螺合時(締める時、取り外す時)に発生する、とも回り止め機能のためである。   Moreover, the fact that the center crushing portion 23 of the hole forming / anchor portion 19 and the hexagonal chamfering thereof are generated when the fixing rod 11 is screwed (when tightening or removing) at the construction site, and also has a detent function. Because.

また、穴形成兼アンカー部19の後部のプラスチックキャップ24は、コンクリート製品1製造時のコンクリートトロ進入を未然に防ぐ役割と、穴形成兼アンカー部19とコンクリートの付着面積を多くするため、前記内栓型のプラスチックキャップ24を装着した。
Further, the plastic cap 24 at the rear of the hole forming / anchor portion 19 has a role of preventing the concrete trowel from entering during the production of the concrete product 1 and increases the adhesion area between the hole forming / anchor portion 19 and the concrete. A stopper-type plastic cap 24 was attached.

本発明の接続装置によりコンクリート製品を曲線状に接続した構成を説明する構成説明図である。It is composition explanatory drawing explaining the structure which connected the concrete product in the curve shape with the connection apparatus of this invention.

本発明によるコンクリート製品接続端面の構成を説明する構成説明図である。It is composition explanatory drawing explaining the structure of the concrete product connection end surface by this invention.

接続板の構成を説明図する説明図である。It is explanatory drawing explaining the structure of a connection board.

固定杆の構成を説明する説明図(その1)である。It is explanatory drawing (the 1) explaining the structure of a fixed rod.

本発明による接続状態を説明する説明図(その1)である。It is explanatory drawing (the 1) explaining the connection state by this invention.

本発明による接続状態を説明する説明図(その2)である。It is explanatory drawing (the 2) explaining the connection state by this invention.

接続用穴と固定杆との螺合状態を説明する説明図である。It is explanatory drawing explaining the screwing state of the hole for a connection, and a fixing rod.

符号の説明Explanation of symbols

1 暗渠型コンクリート製品
2 雨水排水用スリット
3 内部中空部
4 接続端面
5 気密部材
7 接続用穴
8 雌ねじ部
9 接続板
10 折曲用縦型切り込み
11 固定杆
12 コンクリートモルタル
13 下辺
14 係止切り欠き溝
15 無段階取り付け用係止穴
16 ボルト頭
17 ねじ消失部
18 雄ねじ部
19 アンカー部
20 突起
21 合成樹脂製穴部
22 穴形成部材
23 中央つぶし加工部
24 係止溝


DESCRIPTION OF SYMBOLS 1 Underdrain concrete product 2 Rainwater drain slit 3 Internal hollow part 4 Connection end surface 5 Airtight member
7 Connection hole 8 Female thread 9 Connection plate 10 Vertical notch for bending 11 Fixing rod
12 Concrete Mortar 13 Lower Side 14 Locking Notch Groove 15 Stepless Mounting Locking Hole 16 Bolt Head 17 Screw Disappearing Portion 18 Male Screw Portion
19 Anchor part 20 Protrusion 21 Synthetic resin hole part 22 Hole formation member 23 Center crushing part 24 Locking groove


Claims (1)

複数の暗渠型コンクリート製品を長手方向に向かって直線状にあるいは曲線状に接続可能な暗渠型コンクリート製品の兼用接続装置であって、
長手方向へ接続すべき複数個の暗渠型コンクリート製品と、
該暗渠型コンクリート製品の両端部両側壁面一定位位置に各々穿設された接続用穴と、
前記接続用穴に亘って架設される接続板と、
前記接続板を接続すべき暗渠型コンクリート製品の隣り合う側壁間に架設固定する固定杆と、
を有し、
前記接続板は、平板長方形状に形成されて長手方向略中間部分に折曲用縦型切り込みが設けられてなると共に、一方側端部近傍位置には下辺に開口し、上方に向かって延出した係止切り欠き溝が形成され、かつ他方側端部近傍位置には長手方向に向かって延びる長穴状の無段階取り付け用係止穴と該無段階取り付け用係止穴の前記係止切り欠き溝側の端部から上方に延びる切り込み状の係止溝が設けられてなり、
前記固定杆は、雄ねじ部と該雄ねじ部の基端に設けられたボルト頭とを有し、前記雄ねじ部には先端部から略中間位置まで雄ねじが消失されて丸棒状の雄ねじ消失部が形成されてなり、
前記接続用穴は、内部に雌ねじ部が螺刻された金属パイプ製のアンカー部と、該アンカー部の先端に嵌り込み、前記雌ねじ部の内径と略同等の内径を有し、かつ先端開口側では穴中心に向かって張り出し突起が環状に形成された合成樹脂製穴部とを備えた穴形成部材で形成された、
ことを特徴とする直線状、曲線状接続可能な暗渠型コンクリート製品兼用接続装置。
A culvert type concrete product combined connection device capable of connecting a plurality of culvert type concrete products linearly or curvedly in the longitudinal direction,
A plurality of underdrain concrete products to be connected in the longitudinal direction;
Holes for connection respectively drilled at fixed positions on both side walls on both ends of the culvert type concrete product;
A connection plate constructed over the connection hole;
A fixing rod for erection between adjacent side walls of the culvert type concrete product to which the connection plate is to be connected;
Have
The connection plate is formed in a flat plate rectangular shape and is provided with a vertical notch for bending at a substantially middle portion in the longitudinal direction, and opens at the lower side in the vicinity of one end and extends upward. A step-less mounting locking hole in the shape of a long hole extending in the longitudinal direction in the vicinity of the other side end portion, and the locking cut of the stepless mounting locking hole. A notch-shaped locking groove extending upward from the end of the notch groove side is provided,
The fixing rod has a male screw part and a bolt head provided at the base end of the male screw part, and the male screw disappears from the tip part to a substantially intermediate position to form a round bar-like male screw disappearing part. Being
The connection hole has an anchor portion made of a metal pipe with a female thread portion threaded therein, and has an inner diameter substantially equal to the inner diameter of the female thread portion, fitted into the distal end of the anchor portion, and on the opening side of the distal end Then, it was formed with a hole forming member provided with a synthetic resin hole portion with a protruding protrusion formed in an annular shape toward the center of the hole,
A connecting device for culvert type concrete products that can be connected linearly or curvedly.
JP2004036315A 2004-02-13 2004-02-13 Connection device for culvert type concrete products that can be connected in a straight or curved shape Expired - Lifetime JP4125682B2 (en)

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JP5941415B2 (en) * 2013-01-22 2016-06-29 株式会社Di製作所 Connection plate for drawing and connecting concrete products
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