JP5567312B2 - Reinforcing member for spiral tube - Google Patents

Reinforcing member for spiral tube Download PDF

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JP5567312B2
JP5567312B2 JP2009247660A JP2009247660A JP5567312B2 JP 5567312 B2 JP5567312 B2 JP 5567312B2 JP 2009247660 A JP2009247660 A JP 2009247660A JP 2009247660 A JP2009247660 A JP 2009247660A JP 5567312 B2 JP5567312 B2 JP 5567312B2
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reinforcing
plate portion
reinforcing member
bottom plate
strip
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JP2011094670A (en
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秀樹 倍
聡 越智
伸一 谷川
晃介 鈴木
仁 三浦
恒夫 宮川
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Kubota CI Co Ltd
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Description

この発明は、螺旋管の補強用部材に関し、特にたとえば、帯状のストリップを管の内面に沿って螺旋状に巻回して形成する螺旋管を補強するために用いる、螺旋管の補強用部材に関する。   The present invention relates to a reinforcing member for a helical tube, and more particularly to a reinforcing member for a helical tube that is used to reinforce a helical tube formed, for example, by spirally winding a strip-shaped strip along the inner surface of the tube.

従来、帯状のストリップを下水管の内面に沿って螺旋状に巻回することによって、螺旋管を形成する技術が公知である。このような螺旋管では、螺旋管の天井部分の垂れ下がり等が生じる場合があるので、必要に応じて螺旋管の剛性を高めることがある。   2. Description of the Related Art Conventionally, a technique for forming a spiral tube by winding a strip-like strip spirally along the inner surface of a sewer pipe is known. In such a helical tube, the ceiling portion of the helical tube may hang down, and the rigidity of the helical tube may be increased as necessary.

たとえば、特許文献1のチューブ(螺旋管)では、ストリップに直立リブが形成されており、たとえばリブどうしの間に補強部材が取り付けられる。そして、この補強部材によって、チューブの剛性が高められる。
特公平7−80238号[B29C 53/78]
For example, in the tube (spiral tube) of Patent Document 1, upright ribs are formed on the strip, and for example, a reinforcing member is attached between the ribs. And the rigidity of a tube is improved by this reinforcement member.
Japanese Patent Publication No. 7-80238 [B29C 53/78]

一般的に、長尺のストリップに取り付ける補強用部材は、その剛性を確保するために、2〜2.5mの長さの鋼材を連続的に並べることによって用いられる。しかしながら、螺旋状に巻回されるストリップの曲げに対して鋼材の剛性が作用するため、鋼材と鋼材との継目の部分において、鋼材の端部をストリップの曲線部に沿って曲げることが困難である。この問題は、特許文献1に開示された螺旋管においても例外ではない。特許文献1の技術では、補強部材の端部がストリップの曲線部に沿って曲がらずに、この端部が部分的にストリップから外れてしまうということがあった。   Generally, a reinforcing member attached to a long strip is used by continuously arranging steel materials having a length of 2 to 2.5 m in order to ensure rigidity. However, since the rigidity of the steel material acts on the bending of the spirally wound strip, it is difficult to bend the end portion of the steel material along the curved portion of the strip at the seam portion of the steel material. is there. This problem is no exception in the helical tube disclosed in Patent Document 1. In the technique of Patent Document 1, the end portion of the reinforcing member does not bend along the curved portion of the strip, and the end portion is partially detached from the strip.

それゆえに、この発明の主たる目的は、新規な、螺旋管の補強用部材を提供することである。   Therefore, a main object of the present invention is to provide a novel reinforcing member for a helical tube.

この発明の他の目的は、ストリップに適切に取り付けることができる、螺旋管の補強用部材を提供することである。   Another object of the present invention is to provide a helical tube reinforcing member that can be suitably attached to a strip.

本発明は、上記の課題を解決するために、以下の構成を採用した。なお、括弧内の参照符号および補足説明などは、本発明の理解を助けるために後述する実施の形態との対応関係を示したものであって、本発明を何ら限定するものではない。   The present invention employs the following configuration in order to solve the above problems. Note that reference numerals in parentheses, supplementary explanations, and the like indicate correspondence relationships with embodiments described later to help understanding of the present invention, and do not limit the present invention in any way.

第1の発明は、間隔を隔てて形成されるリブを有する帯状のストリップを螺旋状に巻回して形成する、螺旋管の補強用部材であって間隔より小さい幅を有する底板部、底板部の両端から立ち上がって外方へ広がる2つの側壁部および側壁部のそれぞれの上端から内方へ延びかつ互いの間に間隔を形成する2つの天板部を含む補強材、および補強材の底板部より小さい幅を有する底板部および底板部の両端から立ち上がって外方へ広がる2つの側壁部を含む接続部材を備え、接続部材の側壁部の高さを補強材の底板部と天板部の間に収まる高さに設定し、隣接する補強材の長手方向の端部のそれぞれに接続部材を挿入することによって補強材どうしを接続した、螺旋管の補強用部材である。 A first aspect of the present invention is formed by winding a band-shaped strip in a spiral shape having a rib formed at intervals, a reinforcing member of the spiral tube, the bottom plate portion having a width smaller than the interval, the bottom plate portion Reinforcing material including two side walls that stand up from both ends of the wall and spread outward, and two top plates that extend inward from the respective upper ends of the side walls and form a space therebetween , and a bottom plate of the reinforcing material A connecting member including a bottom plate portion having a smaller width and two side wall portions that rise from both ends of the bottom plate portion and spread outward, and the height of the side wall portion of the connecting member is set between the bottom plate portion and the top plate portion of the reinforcing material set height to fit in and connect the reinforcement material to each other by the inserting the connecting member to each of the longitudinal ends of adjacent reinforcement is a reinforcing member of the screw旋管.

第1の発明では、螺旋管の補強用部材(10)は、たとえば老朽化した下水管(200)を更生する螺旋管(100)を補強するためのものであり、下水管の内面(200a)に沿って螺旋状に巻回される帯状のストリップ(12)に取り付けられる。螺旋管の補強用部材は、補強材(52)と接続部材(54)とを備えており、互いに隣接する補強材どうしは、それぞれの長手方向の端部に挿入される接続部材によって接続される。このため、補強材の長手方向の端部の向きが接続部材によって規制されて、この端部が隣接している補強材の方向へ向くように曲げ変形される。また、補強材の端部を曲げ変形させたときに生じる位置ずれが、補強材と接続部材との挿入しろに吸収されるため、補強材から接続部材が抜け出てしまうこともない。   In the first invention, the reinforcing member (10) for the helical pipe is for reinforcing the helical pipe (100) for rehabilitating the aged sewer pipe (200), for example, and the inner surface (200a) of the sewer pipe. Is attached to a strip of strip (12) which is spirally wound along. The reinforcing member of the spiral tube includes a reinforcing member (52) and a connecting member (54), and the reinforcing members adjacent to each other are connected to each other by a connecting member inserted at each longitudinal end. . For this reason, the direction of the end portion in the longitudinal direction of the reinforcing material is regulated by the connecting member, and the end portion is bent and deformed so as to face the direction of the adjacent reinforcing material. Further, since the positional shift that occurs when the end portion of the reinforcing material is bent and deformed is absorbed by the insertion space between the reinforcing material and the connecting member, the connecting member does not come out of the reinforcing material.

第1の発明によれば、ストリップを螺旋状に巻回しても、補強材の長手方向の端部をストリップの曲線部に沿って滑らかに曲げることができる。したがって、補強材の長手方向の端部がストリップから外れてしまうことがなく、螺旋管の補強用部材をストリップに適切に取り付けることができる。   According to 1st invention, even if it winds a strip helically, the edge part of the longitudinal direction of a reinforcing material can be smoothly bent along the curve part of a strip. Therefore, the longitudinal end portion of the reinforcing material is not detached from the strip, and the reinforcing member for the helical tube can be appropriately attached to the strip.

第2の発明は、第1の発明に従属し、補強材に接続部材が挿入されたときに前記補強材と接続部材とが重なり合う範囲において補強材および接続部材の少なくともいずれか一方に形成される易変曲部を備える、螺旋管の補強用部材である。 A second invention is according to the first invention, formed on at least one of the reinforcing member and the connecting member Oite reinforcements in the range where the overlap and the connecting member when the connection member is inserted into the stiffener It is the member for reinforcement of a spiral tube provided with the easily bendable part.

第2の発明では、たとえば、補強用部材(10)の補強材(52)ないし接続部材(54)には、易変曲部(62,64,74)が形成される。その易変曲部(62,64,74)は、補強材(52)に接続部材(54)が挿入されたときに補強材と接続部材とが重なり合う範囲に形成される。たとえば、補強材の長手方向の端部では、補強材の底板部(56)と当該補強材に挿入された接続部材の底板部(66)とが重なり合うとともに、補強材の側板部(58)と接続部材の側板部(68)とが重なり合うため、その分だけストリップ(12)の曲げの力に対する剛性が高くなり、ストリップの曲線部に沿って曲げることが困難となるが、補強材と接続部材とが重なり合う範囲に易変曲部を形成することで、補強材の長手方向の端部をより簡単に曲げ変形させることができる。 In the second invention, for example, easily variable portions (62, 64, 74) are formed in the reinforcing member (52) or the connecting member (54) of the reinforcing member (10). The inflection parts (62, 64, 74) are formed in a range where the reinforcing member and the connecting member overlap when the connecting member (54) is inserted into the reinforcing member (52). For example, at the end in the longitudinal direction of the reinforcing material, the bottom plate portion (56) of the reinforcing material and the bottom plate portion (66) of the connecting member inserted into the reinforcing material overlap, and the side plate portion (58) of the reinforcing material Since the side plate portion (68) of the connection member overlaps, the rigidity against the bending force of the strip (12) increases accordingly, and it becomes difficult to bend along the curved portion of the strip. By forming the easily inflection part in the range where and overlap, the end part in the longitudinal direction of the reinforcing material can be bent and deformed more easily.

第2の発明によれば、補強用部材を一定以上の強度に保ったまま、簡単に曲げ変形させることができる。   According to the second aspect of the present invention, the reinforcing member can be easily bent and deformed while maintaining a certain strength or more.

第3の発明は、第2の発明に従属し、易変曲部は、スリットである、螺旋管の補強用部材である A third invention is a member for reinforcing a helical tube according to the second invention, wherein the easily variable portion is a slit.

第4の発明では、易変曲部は、スリット(62,64,74)である。実施例では、補強材(52)の端部の天板部(60)にスリット(62)形成されるとともに、補強材の端部の側板部(58)にスリット(64)が形成される。また、他の実施例では、接続部材(54)の端部の側板部(68)にスリット(74)が形成される。   In the fourth invention, the easily variable portion is the slit (62, 64, 74). In the embodiment, the slit (62) is formed in the top plate portion (60) at the end of the reinforcing material (52), and the slit (64) is formed in the side plate portion (58) at the end of the reinforcing material. Moreover, in another Example, a slit (74) is formed in the side-plate part (68) of the edge part of a connection member (54).

第4の発明は、第2または第3の発明に従属し、天板部は易変曲部を除いて形成される、螺旋管の補強用部材である。 A fourth invention is a member for reinforcing a helical tube , according to the second or third invention, wherein the top plate portion is formed excluding an easily variable portion.

第4の発明では、天板部(60)は易変曲部(62,64,74)を除いて形成される In the fourth invention, the top plate portion (60) is formed except for the easily variable portions (62, 64, 74) .

第5の発明は、第1ないし第4のいずれかの発明に従属し、補強材に対する接続部材の動きを規制する突出部を備える、螺旋管の補強部材である。 5th invention is a reinforcement member of a helical tube which is dependent on any one of 1st thru | or 4th invention, and is provided with the protrusion part which controls the motion of the connection member with respect to a reinforcement .

第5の発明では、補強材(52)ないし接続部材(54)には、突出部(70,72)が設けられる。実施例では、接続部材の底板部(66)の一部分を窪み状に下向きに曲げ加工することによって突出部(70)が形成される。また、他の実施例では、補強材の底板部(56)の一部分を突起状に上向きに曲げ加工することによって突出部(72)が形成される。このため、たとえば補強材に挿入した接続部材がさらに挿入方向に移動しても、補強材の長手方向の端部と接続部材の突出部とが衝突することによって、補強材に対する接続部材の動きが規制される。 In the fifth invention, the reinforcing member (52) or the connecting member (54) is provided with the protruding portions (70, 72). In the embodiment, the projecting portion (70) is formed by bending a part of the bottom plate portion (66) of the connecting member downward in a concave shape. In another embodiment, the protruding portion (72) is formed by bending a part of the bottom plate portion (56) of the reinforcing material upward into a protruding shape. For this reason, for example, even if the connecting member inserted into the reinforcing material further moves in the insertion direction, the end of the reinforcing material in the longitudinal direction collides with the protruding portion of the connecting member, so that the connecting member moves relative to the reinforcing material. Be regulated.

第5の発明によれば、接続部材が補強材の内部に完全にはいってしまうこともなく、作業性が向上する。 According to the fifth invention, the connecting member does not completely enter the reinforcing material, and the workability is improved.

第6の発明は、間隔を隔てて形成されるリブを有する帯状のストリップを螺旋状に巻回して形成する螺旋管であって、間隔より小さい幅を有する底板部、底板部の両端から立ち上がって外方へ広がる2つの側壁部および側壁部のそれぞれの上端から内方へ延びかつ互いの間に間隔を形成する2つの天板部を含む補強材、および補強材の底板部より小さい幅を有する底板部および底板部の両端から立ち上がって外方へ広がる2つの側壁部を含む接続部材を備え、接続部材の側壁部の高さを補強材の底板部と天板部の間に収まる高さに設定し、ストリップのリブの間隔に補強材を挿入し、かつ隣接する補強材の長手方向の端部のそれぞれに接続部材を挿入することによって補強材どうしを接続した、螺旋管である。 A sixth invention is a spiral tube formed by spirally winding a strip-like strip having ribs formed at intervals, and has a bottom plate portion having a width smaller than the interval, rising from both ends of the bottom plate portion. Reinforcing material including two side walls extending outwardly and two top plates extending inwardly from the respective upper ends of the side walls and forming a space therebetween, and having a smaller width than the bottom plate of the reinforcing material A connecting member including a bottom plate portion and two side wall portions that rise from both ends of the bottom plate portion and spread outwardly, and the height of the side wall portion of the connecting member is set to a height that fits between the bottom plate portion and the top plate portion of the reinforcing material It is a spiral tube in which the reinforcing members are connected by inserting a connecting member into each of the longitudinal ends of the adjacent reinforcing members .

この発明によれば、補強材の長手方向の端部が隣接している補強材の方向へ向くように曲げ変形されるため、補強用部材をストリップの全長に亘って適切に取り付けることができる。   According to the present invention, since the longitudinal end portion of the reinforcing material is bent and deformed so as to face the adjacent reinforcing material, the reinforcing member can be appropriately attached over the entire length of the strip.

この発明の上述の目的,その他の目的,特徴および利点は、図面を参照して行う以下の実施例の詳細な説明から一層明らかとなろう。   The above object, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

この発明の一実施例の螺旋管の補強用部材の使用状態を示す断面図である。It is sectional drawing which shows the use condition of the member for reinforcement of the helical tube of one Example of this invention. 図1のストリップを示す断面図である。It is sectional drawing which shows the strip of FIG. 図1のジョイナを示す断面図である。It is sectional drawing which shows the joiner of FIG. 図1のストリップとジョイナとを使用して下水管の内面に螺旋管を形成した状態を示す図解図である。It is an illustration figure which shows the state which formed the helical tube in the inner surface of the sewer pipe | tube using the strip and joiner of FIG. 図1のストリップに螺旋管の補強用部材を取り付けた状態を示す断面図である。It is sectional drawing which shows the state which attached the reinforcing member of the helical tube to the strip of FIG. 図1の螺旋管の補強用部材を示す図解図である。It is an illustration figure which shows the member for reinforcement of the helical tube of FIG. 図6の補強材を示す平面図である。It is a top view which shows the reinforcing material of FIG. 図6の補強材の長手方向の端部を示す斜視図である。It is a perspective view which shows the edge part of the longitudinal direction of the reinforcing material of FIG. 図6の接続部材を示す平面図である。It is a top view which shows the connection member of FIG. 図1の螺旋管の補強用部材において、補強材の長手方向の端部に接続部材を挿入した状態を示す図解図である。FIG. 2 is an illustrative view showing a state in which a connecting member is inserted into an end portion in the longitudinal direction of the reinforcing member in the reinforcing member of the helical tube of FIG. 1. この発明の他の一実施例の螺旋管の補強用部材の接続部材を示す斜視図である。It is a perspective view which shows the connection member of the reinforcement member of the helical tube of other one Example of this invention. 図11の螺旋管の補強用部材を示す図解図である。It is an illustration figure which shows the member for reinforcement of the helical tube of FIG. この発明のさらに他の一実施例の螺旋管の補強用部材を示す図解図である。It is an illustration figure which shows the reinforcing member of the helical tube of another one Example of this invention. この発明のさらに他の一実施例の螺旋管の補強用部材において、補強材の長手方向の端部に接続部材を挿入した状態を示す図解図である。It is an illustration figure which shows the state which inserted the connection member in the edge part of the longitudinal direction of a reinforcement material in the member for reinforcement of the helical tube of another one Example of this invention.

図1を参照して、この発明の一実施例である螺旋管の補強用部材(以下、単に「補強用部材」という。)10は、たとえば老朽化した下水管200を更生する螺旋管(内管)100を補強するためのものであり、下水管200の内面200aに沿って螺旋状に巻回される帯状のストリップ12に取り付けられる。   Referring to FIG. 1, a helical tube reinforcing member (hereinafter simply referred to as “reinforcing member”) 10 according to an embodiment of the present invention includes, for example, a helical tube (internal rehabilitation of an aged sewer pipe 200). Tube) 100 and is attached to a strip-like strip 12 wound spirally along the inner surface 200a of the sewage pipe 200.

なお、この実施例では、下水管200はヒューム管であるが、これに限定される必要はなく、ヒューム管以外のたとえば合成樹脂製管や金属製管の下水管にも適用することができる。   In this embodiment, the sewage pipe 200 is a fume pipe. However, the present invention is not limited to this, and can be applied to a sewage pipe other than the fume pipe, for example, a synthetic resin pipe or a metal pipe.

先ず、螺旋管100について、後述するこの発明の理解に必要な範囲で、簡単に説明する。   First, the spiral tube 100 will be briefly described within the scope necessary for understanding the present invention described later.

図1に示すように、螺旋管100は、下水管200の内面200aに沿って螺旋状に巻回したストリップ12の幅方向側縁どうしをジョイナ14で接合することによって形成される。   As shown in FIG. 1, the spiral tube 100 is formed by joining the side edges in the width direction of the strip 12 spirally wound along the inner surface 200 a of the sewer pipe 200 with the joiner 14.

図2に示すように、ストリップ12は、たとえば硬質塩化ビニル等のような合成樹脂の押出成形によって連続的に形成されるものであり、帯状の本体(ストリップ本体)16を含む。   As shown in FIG. 2, the strip 12 is continuously formed by extrusion molding of a synthetic resin such as hard vinyl chloride, and includes a strip-shaped main body (strip main body) 16.

本体16の一方の面には、下水管200の内面200aに向かって突出する帯状のリブ18が形成されている。リブ18は、本体16の長手方向に沿ってその全長に亘って形成され、複数、この実施例では、3つのリブ18が、本体16の幅方向に所定の間隔を隔てて形成されている。後で詳細に説明するように、互いに隣接するリブ18の間には、補強用部材10が取り付けられる。   On one surface of the main body 16, a strip-shaped rib 18 that protrudes toward the inner surface 200 a of the sewer pipe 200 is formed. The ribs 18 are formed over the entire length along the longitudinal direction of the main body 16, and a plurality of, in this embodiment, three ribs 18 are formed at predetermined intervals in the width direction of the main body 16. As will be described in detail later, the reinforcing member 10 is attached between the adjacent ribs 18.

リブ18の先端部には、アンカ部20,22が形成されている。アンカ部20,22は、第1アンカ部20と第2アンカ部22とを含み、この第1アンカ部20と第2アンカ部22とがリブ18の高さ方向に並んで形成されている。   Anchor portions 20 and 22 are formed at the tip of the rib 18. The anchor portions 20, 22 include a first anchor portion 20 and a second anchor portion 22, and the first anchor portion 20 and the second anchor portion 22 are formed side by side in the height direction of the rib 18.

たとえば、第1アンカ部20は、リブ18の先端に形成され、下水管200に螺旋管100を形成した状態で下水管200の内面200aと接触する。第1アンカ部20は、リブ18の先端側で幅が大きく本体16側(始端側)で幅が小さい略台形状に形成され、その先端側の面の幅は、たとえば6mmである。   For example, the first anchor portion 20 is formed at the tip of the rib 18 and contacts the inner surface 200 a of the sewer pipe 200 in a state where the spiral pipe 100 is formed in the sewer pipe 200. The first anchor portion 20 is formed in a substantially trapezoidal shape having a large width on the tip end side of the rib 18 and a small width on the main body 16 side (start end side), and the width of the surface on the tip end side is 6 mm, for example.

また、たとえば、第2アンカ部22は、第1アンカ部20よりも始端側に形成され、その中央部がリブ18と結合している。第2アンカ部22は、断面略長方形状を有しており、その幅は、たとえば9mmである。   Further, for example, the second anchor portion 22 is formed on the start end side with respect to the first anchor portion 20, and the center portion thereof is coupled to the rib 18. The second anchor portion 22 has a substantially rectangular cross section, and its width is, for example, 9 mm.

アンカ部20,22は、全体として、リブ18の先端側へ向かうにつれて徐々に幅方向の長さが小さくなるテーパ状に形成されている。この理由は、たとえばリブ18とリブ18との間に補強用部材10を押し込む際に、リブ18をスムーズに左右に押し拡げることができるようにし、それによって、ストリップ12に補強用部材10を容易に取り付けるためである。   As a whole, the anchor portions 20 and 22 are formed in a tapered shape in which the length in the width direction gradually decreases toward the tip end side of the rib 18. This is because, for example, when the reinforcing member 10 is pushed between the ribs 18, the rib 18 can be smoothly expanded to the left and right, whereby the reinforcing member 10 is easily attached to the strip 12. It is for attaching to.

ただし、この実施例における「内側」とは、ストリップ12(本体)中央側を意味し、「外側」とは、その反対側を意味する。   However, “inner side” in this embodiment means the center side of the strip 12 (main body), and “outer side” means the opposite side.

本体16の幅方向の両側縁には、条溝24が形成されている。各条溝24は、本体16の長手方向に沿ってその全長に亘って形成され、本体16に近い第1壁26と本体16から遠い第2壁28とを備えている。   Grooves 24 are formed on both side edges of the main body 16 in the width direction. Each groove 24 is formed over the entire length along the longitudinal direction of the main body 16, and includes a first wall 26 close to the main body 16 and a second wall 28 far from the main body 16.

第1壁26には、受部30が形成されている。受部30は、第1壁26から内側に向かう窪みであり、ストリップ12の第1係合部34とジョイナ14の第2係合部44とが係合した状態では、この受部30にジョイナ14の幅方向側縁が嵌め合わされる(図1参照)。   A receiving portion 30 is formed on the first wall 26. The receiving portion 30 is a recess that extends inward from the first wall 26. When the first engaging portion 34 of the strip 12 and the second engaging portion 44 of the joiner 14 are engaged, the receiving portion 30 is joined to the receiving portion 30. 14 width direction side edges are fitted together (see FIG. 1).

また、第1壁26の内側面には、補強部32が形成されている。補強部32は、第1壁26および第2壁28の形状を安定させるためのものであり、たとえば、第1壁26の先端から内側へ延びて、第1壁26とこの第1壁26と最も近い(直近の)リブ18とを連結する。   A reinforcing portion 32 is formed on the inner side surface of the first wall 26. The reinforcing portion 32 is for stabilizing the shapes of the first wall 26 and the second wall 28. For example, the reinforcing portion 32 extends inward from the tip of the first wall 26, and the first wall 26 and the first wall 26. The closest (most recent) rib 18 is connected.

第2壁28の外側面には、第1係合部34が形成されている。第1係合部34は、後述するジョイナ14の第2係合部44と係合する部位であり、第2壁28の先端側へ向かうにつれて徐々に外側に突出するテーパ状に形成される。   A first engagement portion 34 is formed on the outer surface of the second wall 28. The first engaging portion 34 is a portion that engages with a second engaging portion 44 of the joiner 14 described later, and is formed in a tapered shape that gradually protrudes outward toward the distal end side of the second wall 28.

さらに、第2壁28の外側面には、当たり部36が形成されている。当たり部36は、第2壁28から外側に向けて突出し、ストリップ12の第1係合部34とジョイナ14の第2係合部44とが係合した状態では、この当たり部36とジョイナ14の第2突条42とが当接する(図1参照)。   Further, a contact portion 36 is formed on the outer surface of the second wall 28. The contact portion 36 protrudes outward from the second wall 28, and in a state where the first engagement portion 34 of the strip 12 and the second engagement portion 44 of the joiner 14 are engaged, the contact portion 36 and the joiner 14. The second protrusion 42 contacts (see FIG. 1).

図3に示すように、ジョイナ10は、たとえば硬質塩化ビニル等のような合成樹脂の押出成形によって連続的に形成されるものであり、帯状の本体(ジョイナ本体)38を含む。   As shown in FIG. 3, the joiner 10 is continuously formed by extrusion molding of a synthetic resin such as hard vinyl chloride, and includes a band-shaped main body (joiner main body) 38.

本体38の幅方向の両側縁には、本体38の長手方向に沿ってその全長に亘って、第1突条40、および第2突条42が形成されている。第1突条40は、本体38に対して垂直に形成され、下水管200の内面に向かって突出する。第1突条40は、ストリップ12の条溝24に相当する大きさを有しており、ストリップ12とジョイナ14とを接合させるときには、ストリップ12の条溝24に嵌め合わされる(図1参照)。   A first protrusion 40 and a second protrusion 42 are formed on both side edges in the width direction of the main body 38 along the entire length of the main body 38 over the entire length thereof. The first protrusion 40 is formed perpendicular to the main body 38 and protrudes toward the inner surface of the sewer pipe 200. The first protrusion 40 has a size corresponding to the groove 24 of the strip 12 and is fitted into the groove 24 of the strip 12 when the strip 12 and the joiner 14 are joined (see FIG. 1). .

第2突条42は、第1突条40よりも内側に形成され、第1突条40と協働してストリップ12の第2壁28を挟持する。第2突条42の先端は、内側に向けて屈曲しており、ストリップ12のアンカ部20,22と同様に、下水管200とストリップ12との間に充填される充填材102に係止する。   The second protrusion 42 is formed on the inner side of the first protrusion 40, and sandwiches the second wall 28 of the strip 12 in cooperation with the first protrusion 40. The tip of the second protrusion 42 is bent inward and is locked to the filler 102 filled between the sewer pipe 200 and the strip 12, similarly to the anchor portions 20 and 22 of the strip 12. .

第2突条42の外側面には、第2係合部44が形成されている。第2係合部44は、ストリップ12の第1係合部34と係合する部位であり、第2突条42の始端側(本体38の側)へ向かうにつれて徐々に外側に突出するテーパ状に形成される。   A second engagement portion 44 is formed on the outer surface of the second protrusion 42. The second engaging portion 44 is a portion that engages with the first engaging portion 34 of the strip 12, and is tapered so that it gradually protrudes outward toward the start end side (the main body 38 side) of the second protrusion 42. Formed.

また、本体38の、第1突条40と第2突条42との間の位置には、エラストマなどの止水材46が設けられている。止水材46は、本体38の長手方向に沿ってその全長に亘って連続して設けられており、ストリップ12の第2壁28をジョイナ14の第1突条40と第2突条42との間に嵌め込んだときに、ストリップ12の第2壁28の始端側と接触して、これらの間を止水する。   Further, a water stop material 46 such as an elastomer is provided at a position of the main body 38 between the first protrusion 40 and the second protrusion 42. The water stop material 46 is provided continuously over the entire length along the longitudinal direction of the main body 38, and the second wall 28 of the strip 12 is connected to the first protrusion 40 and the second protrusion 42 of the joiner 14. When it fits in between, it contacts the start end side of the 2nd wall 28 of the strip 12, and water-stops between these.

さらに、本体38の一方の面の、略中央部には、フレキシブル部48が形成されている。フレキシブル部48は、材質がたとえば合成ゴム,軟質合成樹脂またはエラストマ等であって、本体38の長手方向に沿ってその全長に亘って連続して形成されている。図3に示すように、このフレキシブル部48は、幅方向の各側縁48a,48aが互いに間隔を隔てた状態で、ジョイナ14の本体38の長手方向に沿って本体38の外面に固着されている。   Further, a flexible portion 48 is formed at a substantially central portion of one surface of the main body 38. The flexible portion 48 is made of, for example, synthetic rubber, soft synthetic resin, or elastomer, and is formed continuously along the entire length of the main body 38. As shown in FIG. 3, the flexible part 48 is fixed to the outer surface of the main body 38 along the longitudinal direction of the main body 38 of the joiner 14 with the side edges 48a, 48a in the width direction spaced apart from each other. Yes.

また、本体38の、フレキシブル部48の側縁48aと側縁48aとの間の位置には、屈曲部50が形成されている。屈曲部50は、断面形状がほぼ逆U字状であり、本体38の幅方向の略中央部を屈曲して形成されたものである。屈曲部50は、本体38の長手方向の全体に亘って連続して形成されており、本体38の外面側(下水管200の内面200aの側)に突出している。   Further, a bent portion 50 is formed at a position of the main body 38 between the side edge 48a of the flexible portion 48 and the side edge 48a. The bent portion 50 has a substantially inverted U-shaped cross section, and is formed by bending a substantially central portion in the width direction of the main body 38. The bent portion 50 is formed continuously over the entire length of the main body 38 and protrudes to the outer surface side of the main body 38 (the inner surface 200a side of the sewer pipe 200).

以上で、螺旋管100を構成するストリップ12とジョイナ14とを説明した。上述したように、このようなストリップ12を下水管200の内面200aに沿って螺旋状に巻回して、互いに隣接するストリップ12の幅方向側縁どうしをジョイナ14で接合することによって、図4に示すように、螺旋管100が形成されることとなる。   In the above, the strip 12 and the joiner 14 which comprise the spiral tube 100 were demonstrated. As described above, such a strip 12 is spirally wound along the inner surface 200a of the sewage pipe 200, and the side edges in the width direction of the adjacent strips 12 are joined by the joiner 14 as shown in FIG. As shown, a helical tube 100 will be formed.

以下に、このような螺旋管100を前提にして、必要に応じてそれらを援用しながら、本発明の補強用部材10の実施例または実施形態について説明する。   In the following, examples or embodiments of the reinforcing member 10 of the present invention will be described on the premise of such a helical tube 100, and using them as necessary.

図5に示すように、補強用部材10は、螺旋管100のストリップ12に取り付けて使用するものである。   As shown in FIG. 5, the reinforcing member 10 is used by being attached to the strip 12 of the spiral tube 100.

補強用部材10は、補強材52と接続部材54とを備えており、図6に示すように、互いに隣接する補強材52どうしは、それぞれの長手方向の端部に挿入される接続部材54によって接続される。   The reinforcing member 10 includes a reinforcing member 52 and a connecting member 54. As shown in FIG. 6, the reinforcing members 52 adjacent to each other are connected to each other by connecting members 54 inserted into the respective longitudinal ends. Connected.

補強材52は、材質がたとえば鋼等の金属製、または硬質塩化ビニル等の合成樹脂製であり、所定の幅および厚みで形成され、その長手方向の長さは、たとえば2000mmである。補強材52は、図7に示すように、水平方向に延びる底板部56と、この底板部56の幅方向両側を上方向に屈曲して形成された左右の側壁部58と、各側壁部58の上端縁を少し内側に屈曲して形成された左右の天板部60とを有しており、断面略台形状に形成される。   The reinforcing material 52 is made of a metal such as steel or a synthetic resin such as hard vinyl chloride, and is formed with a predetermined width and thickness. The length in the longitudinal direction is 2000 mm, for example. As shown in FIG. 7, the reinforcing member 52 includes a bottom plate portion 56 extending in the horizontal direction, left and right side wall portions 58 formed by bending the width direction both sides of the bottom plate portion 56 upward, and the side wall portions 58. Left and right top plate portions 60 formed by bending the upper end edge slightly inward, and has a substantially trapezoidal cross section.

なお、説明の便宜上、下水管200の内面200aの側を「上方向」とし、その反対側を「下方向」としていることに留意されたい。   Note that for convenience of explanation, the side of the inner surface 200a of the sewer pipe 200 is “upward”, and the opposite side is “downward”.

側壁部58は、底板部56から外側に向かって傾斜するテーパ状に形成されている。この理由は、ストリップ12のリブ18とリブと18の間に押し込んだ補強材52がリブ18をスムーズに左右に押し拡げることができるようにし、それによって、ストリップ12に補強用部材10を容易に取り付けるためである。   The side wall portion 58 is formed in a tapered shape that is inclined outward from the bottom plate portion 56. The reason is that the reinforcing member 52 pushed between the ribs 18 of the strip 12 and the ribs 18 can smoothly spread the ribs 18 to the left and right, thereby easily attaching the reinforcing member 10 to the strip 12. It is for attaching.

一方の側壁部58の上端縁と他方の側壁部58の上端縁との水平距離、すなわち、補強材52の幅方向の最大長さ(最大幅)は、互いに隣接するリブ18どうしの間隔と略等しい寸法に設定されており、たとえば27mmである。つまり、補強用部材10をストリップ12へ取り付けた状態では、互いに隣接するリブ18のそれぞれに補強材52の側壁部58の上端縁が当接することとなる(図5参照)。   The horizontal distance between the upper end edge of one side wall portion 58 and the upper end edge of the other side wall portion 58, that is, the maximum length (maximum width) in the width direction of the reinforcing member 52 is substantially equal to the interval between the adjacent ribs 18. The same dimension is set, for example, 27 mm. That is, in a state where the reinforcing member 10 is attached to the strip 12, the upper end edge of the side wall portion 58 of the reinforcing member 52 comes into contact with each of the adjacent ribs 18 (see FIG. 5).

また、側壁部58の上端縁と下端縁との垂直距離、すなわち、補強材52の高さ方向の長さ(高さ)は、ストリップ12における本体16と第2アンカ部22との垂直距離よりも少し小さい寸法に設定されており、たとえば14mmである。さらに、補強材52の最大幅は、互いに隣接する第2アンカ部22の内側端どうしの間隔よりも大きい寸法に設定されている。つまり、ストリップ12へ取り付けられた補強用部材10は、この第2アンカ部22と本体16との間の空間部分に保持されることとなる(図5参照)。   Further, the vertical distance between the upper end edge and the lower end edge of the side wall part 58, that is, the length (height) of the reinforcing member 52 in the height direction is based on the vertical distance between the main body 16 and the second anchor part 22 in the strip 12. Is set to a slightly smaller dimension, for example, 14 mm. Further, the maximum width of the reinforcing member 52 is set to a dimension larger than the interval between the inner ends of the second anchor portions 22 adjacent to each other. That is, the reinforcing member 10 attached to the strip 12 is held in a space portion between the second anchor portion 22 and the main body 16 (see FIG. 5).

図8に示すように、補強材52の長手方向の端部には、易変曲部が形成されている。この実施例では、易変曲部は、スリット62,64であり、補強材52の長手方向の両端部にスリット62,64がそれぞれ形成されている。たとえば、補強材52の長手方向の両端部の天板部60がそれぞれ取り除かれており、これがスリット62となる。また、補強材52の側板部58には、補強材52の長手方向に所定の間隔を隔てて3つのスリット64が形成されている。スリット64は、側板部58をその上端縁から下方に切り欠いたような形状をしており、補強材52の端部に向かうにしたがってその面積が大きく設定されている。つまり、スリット64の占める開口率が、補強材52の端部側へ向かうにつれて大きく設定されている。   As shown in FIG. 8, an easily variable portion is formed at the end of the reinforcing member 52 in the longitudinal direction. In this embodiment, the easily variable portions are the slits 62 and 64, and the slits 62 and 64 are formed at both ends in the longitudinal direction of the reinforcing material 52, respectively. For example, the top plate portions 60 at both ends in the longitudinal direction of the reinforcing material 52 are removed, and these become the slits 62. Further, three slits 64 are formed in the side plate portion 58 of the reinforcing member 52 with a predetermined interval in the longitudinal direction of the reinforcing member 52. The slit 64 has a shape such that the side plate portion 58 is notched downward from the upper edge of the slit 64, and its area is set larger toward the end of the reinforcing member 52. That is, the aperture ratio occupied by the slit 64 is set to increase as it goes toward the end of the reinforcing member 52.

接続部材54は、材質がたとえば鋼等の金属製、または硬質塩化ビニル等の合成樹脂製であり、所定の幅および厚みで形成され、その長手方向の長さは、たとえば150mmである。接続部材54は、図9に示すように、水平方向に延びる底板部66と、この底板部66の幅方向両側を上方向に屈曲して形成された左右の側壁部68とを有しており、その形状・寸法は、補強材52の内側に収容可能に適宜に設定されている。   The connecting member 54 is made of a metal such as steel or a synthetic resin such as hard vinyl chloride, and is formed with a predetermined width and thickness, and the length in the longitudinal direction thereof is, for example, 150 mm. As shown in FIG. 9, the connecting member 54 has a bottom plate portion 66 extending in the horizontal direction, and left and right side wall portions 68 formed by bending both sides in the width direction of the bottom plate portion 66 upward. The shape and dimensions are appropriately set so as to be housed inside the reinforcing member 52.

側壁部68は、底板部66から外側に向かって傾斜するテーパ状に形成され、接続部材54を補強材52の長手方向の端部に挿入した状態では、補強材52の左右の側板部58のそれぞれに接続部材54の左右の側板部68のそれぞれが沿うこととなる。一方の側壁部68の上端縁と他方の側壁部68の上端縁との水平距離、すなわち、接続部材54の幅方向の最大長さ(最大幅)は、たとえば24mmである。   The side wall portion 68 is formed in a tapered shape that is inclined outward from the bottom plate portion 66, and in a state where the connection member 54 is inserted into the longitudinal end portion of the reinforcing material 52, the left and right side plate portions 58 of the reinforcing material 52 are arranged. Each of the left and right side plate portions 68 of the connection member 54 is along each. The horizontal distance between the upper end edge of one side wall 68 and the upper end edge of the other side wall 68, that is, the maximum length (maximum width) in the width direction of the connecting member 54 is, for example, 24 mm.

また、側壁部68の上端縁と下端縁との垂直距離、すなわち、接続部材54の高さ方向の長さ(高さ)は、補強材52の高さよりも少し小さい寸法に設定されており、たとえば11.5mmである。   Further, the vertical distance between the upper end edge and the lower end edge of the side wall portion 68, that is, the length (height) in the height direction of the connecting member 54 is set to a dimension slightly smaller than the height of the reinforcing member 52, For example, 11.5 mm.

このような補強用部材10によって補強した螺旋管100を下水管200の内面200aに形成する方法を以下に示す。   A method of forming the spiral tube 100 reinforced by the reinforcing member 10 on the inner surface 200a of the sewer pipe 200 will be described below.

先ず、図10に示すように、補強材52の長手方向の端部に接続部材54を挿入して、補強材52と接続部材54とを組み合わせた単位部材を構成する。具体的には、補強材52の長手方向の端部に接続部材54の一方端部を挿入した後、重なり合う補強材52の底板部56と接続部材54の底板部66とを部分的にスポット溶接する。   First, as shown in FIG. 10, the connecting member 54 is inserted into the longitudinal end portion of the reinforcing member 52 to constitute a unit member in which the reinforcing member 52 and the connecting member 54 are combined. Specifically, after one end portion of the connection member 54 is inserted into the longitudinal end portion of the reinforcing member 52, the bottom plate portion 56 of the overlapping reinforcing member 52 and the bottom plate portion 66 of the connecting member 54 are partially spot welded. To do.

そして、補強材52と接続部材54とを組み合わせた単位部材どうしを接続して、所望の長さの補強用部材10を形成する。具体的には、その一方端部を補強材52の端部に挿入している接続部材54の他方端部を、別の単位部材の補強材52の端部に挿入する。これによって、補強材52の長手方向の端部どうしが接続部材54によって接続されることとなる。そして、その単位部材どうしを接続したものに、同じように、別の単位部材を接続する。これを、所望の長さの補強用部材10を形成するまで繰り返す。   And the unit member which combined the reinforcing material 52 and the connection member 54 is connected, and the member 10 for reinforcement of desired length is formed. Specifically, the other end of the connecting member 54 having one end inserted into the end of the reinforcing member 52 is inserted into the end of the reinforcing member 52 of another unit member. As a result, the end portions in the longitudinal direction of the reinforcing material 52 are connected by the connecting member 54. Then, another unit member is connected in the same manner to the unit members connected to each other. This is repeated until the reinforcing member 10 having a desired length is formed.

次に、補強用部材10をストリップ12に取り付ける。具体的には、ストリップ12のリブ18を少し左右に押し拡げて、たとえば天板部56がストリップ12の本体16に当接するまで補強用部材10を押し込み、ストリップ12の本体16と第2アンカ部22との間に補強用部材10を収容する。ただし、ストリップ12の製造段階でストリップ12に補強用部材10を取り付けておくこともできる。   Next, the reinforcing member 10 is attached to the strip 12. Specifically, the rib 18 of the strip 12 is slightly expanded to the left and right, and the reinforcing member 10 is pushed in, for example, until the top plate portion 56 contacts the main body 16 of the strip 12. The reinforcing member 10 is accommodated between the two members. However, the reinforcing member 10 may be attached to the strip 12 at the manufacturing stage of the strip 12.

そして、補強用部材10を取り付けたストリップ12を下水管200の内面200aに沿って螺旋状に巻回するとともに、隣接するストリップ12の幅方向側縁どうしをジョイナ14で接合して、螺旋管100を形成する。   Then, the strip 12 to which the reinforcing member 10 is attached is spirally wound along the inner surface 200a of the sewage pipe 200, and the side edges in the width direction of the adjacent strips 12 are joined by the joiner 14, and the spiral pipe 100 is joined. Form.

最後に、下水管200の内面200aと螺旋管100との間に裏込材102を充填して、この裏込材102が硬化すると、作業を終了する。   Finally, the backing material 102 is filled between the inner surface 200a of the sewage pipe 200 and the spiral tube 100, and when the backing material 102 is cured, the operation is finished.

このように、この実施例では、互いに隣接する補強材52どうしが、それぞれの長手方向の端部に挿入される接続部材54によって接続される。このため、補強材52の長手方向の端部の向きが接続部材54によって規制されて、この端部が隣接している補強材52の方向へ向くように曲げ変形される。また、補強材52の端部を曲げ変形させたときに生じる位置ずれが、補強材52と接続部材54との挿入しろに吸収されるため、補強材52から接続部材54が抜け出てしまうこともない。すなわち、この実施例によれば、補強材52の長手方向の端部をストリップ12の曲線部に沿って滑らかに曲げることができる。したがって、ストリップ12を螺旋状に巻回しても、補強材52の長手方向の端部がストリップ12から外れてしまうこともなく、補強用部材10をストリップ12に適切に取り付けることができる。   Thus, in this embodiment, the reinforcing members 52 adjacent to each other are connected to each other by the connecting members 54 inserted into the respective end portions in the longitudinal direction. For this reason, the direction of the end portion in the longitudinal direction of the reinforcing member 52 is regulated by the connecting member 54 and is bent and deformed so that the end portion is directed toward the adjacent reinforcing member 52. In addition, since the misalignment that occurs when the end portion of the reinforcing member 52 is bent and deformed is absorbed by the insertion space between the reinforcing member 52 and the connecting member 54, the connecting member 54 may come out of the reinforcing member 52. Absent. That is, according to this embodiment, the longitudinal end portion of the reinforcing member 52 can be smoothly bent along the curved portion of the strip 12. Therefore, even if the strip 12 is spirally wound, the reinforcing member 52 can be appropriately attached to the strip 12 without the end in the longitudinal direction of the reinforcing member 52 being detached from the strip 12.

その上、この実施例によれば、ストリップ12の線膨張率と補強用部材10の線膨張との違いに起因するストリップ12と補強用部材10との伸び縮みの差異も、補強材52と接続部材54との挿入しろに吸収させることができる。したがって、たとえ温度変化があっても、補強用部材10に無理な力がかかることがない。   Moreover, according to this embodiment, the difference in expansion / contraction between the strip 12 and the reinforcing member 10 due to the difference between the linear expansion coefficient of the strip 12 and the linear expansion of the reinforcing member 10 is also connected to the reinforcing member 52. It can be absorbed in the insertion space with the member 54. Therefore, even if there is a temperature change, an excessive force is not applied to the reinforcing member 10.

さらに、この実施例では、補強材52に易変曲部としてスリット62,64が形成される。このため、補強用部材10を一定以上の強度に保ったまま、簡単に曲げ変形させることができる。   Further, in this embodiment, the slits 62 and 64 are formed in the reinforcing member 52 as easily variable portions. For this reason, the reinforcing member 10 can be easily bent and deformed while maintaining a certain strength or higher.

さらにまた、この実施例では、補強材52に接続部材54が挿入されたときに、補強材52と接続部材54とが重なり合う範囲に易変曲部62,64形成される。たとえば、補強材52の長手方向の端部では、補強材52の底板部56と当該補強材52に挿入された接続部材54の底板部66とが重なり合うとともに、補強材52の側板部58と当該補強材52に挿入された接続部材54の側板部68とが重なり合うため、その分だけストリップの曲げの力に対する剛性が高くなり、ストリップ12の曲線に沿って曲げることが困難となる。しかしながら、この実施例によれば、補強材52と接続部材54とが重なり合う範囲に易変曲部62,64が形成されることで、補強材52の長手方向の端部をより簡単に曲げ変形させることができる。   Furthermore, in this embodiment, when the connecting member 54 is inserted into the reinforcing member 52, the easily variable portions 62 and 64 are formed in the range where the reinforcing member 52 and the connecting member 54 overlap. For example, at the end portion in the longitudinal direction of the reinforcing material 52, the bottom plate portion 56 of the reinforcing material 52 and the bottom plate portion 66 of the connection member 54 inserted into the reinforcing material 52 overlap, and the side plate portion 58 of the reinforcing material 52 Since the side plate portion 68 of the connecting member 54 inserted into the reinforcing member 52 overlaps, the rigidity against the bending force of the strip increases accordingly, and it becomes difficult to bend along the curve of the strip 12. However, according to this embodiment, the easily variable portions 62 and 64 are formed in the range where the reinforcing member 52 and the connecting member 54 overlap, so that the longitudinal end portion of the reinforcing member 52 can be bent and deformed more easily. Can be made.

また、この実施例では、補強材52の側板部58には、所定の間隔を隔てて3つのスリット64が形成されており、この3つのスリット64は、補強材52の端部に向かうにしたがって順々にその面積が大きく設定される。ここで、上述したように、補強材52の長手方向の端部では、局部的にストリップの曲げの力に対する剛性が高くなってしまうが、この実施例によれば、スリット64の占める開口率が補強材52の端部側へ向かうにつれて大きく設定されるため、補強用部材10の剛性が不連続となることない。   In this embodiment, the side plate portion 58 of the reinforcing member 52 is formed with three slits 64 at a predetermined interval, and the three slits 64 approach the end of the reinforcing member 52. The area is set larger in order. Here, as described above, at the end portion in the longitudinal direction of the reinforcing member 52, the rigidity against the bending force of the strip is locally increased, but according to this embodiment, the aperture ratio occupied by the slit 64 is increased. Since it is set so that it goes to the edge part side of the reinforcing material 52, the rigidity of the reinforcing member 10 does not become discontinuous.

なお、上述の実施例では、補強用部材10は、老朽化した下水管200を更生する螺旋管100を補強するために用いられたが、これに限定される必要はない。たとえば、補強用部材10は、新設の下水管200の内面200aを保護する螺旋管100を補強するために用いることもできる。   In addition, in the above-mentioned Example, although the member 10 for reinforcement was used in order to reinforce the spiral pipe 100 which regenerates the aged sewer pipe 200, it does not need to be limited to this. For example, the reinforcing member 10 can be used to reinforce the spiral pipe 100 that protects the inner surface 200a of the newly installed sewer pipe 200.

また、上述の実施例では、ストリップ12は、下水管200の内面200aに沿って螺旋状に巻回され、その幅方向側縁どうしをジョイナ14に接合されることによって螺旋管100を形成したが、これに限定される必要はない。たとえば、ストリップ12の一方側縁に条溝24を形成するとともに、ストリップ12の他方側縁に条溝24と嵌合可能な突条を形成し、互いに隣接するストリップ12の条溝24と突条とを嵌合させてそれらを接合することによって、螺旋管100を形成してもよい。   In the above-described embodiment, the strip 12 is spirally wound along the inner surface 200 a of the sewer pipe 200, and the edges in the width direction are joined to the joiner 14 to form the spiral pipe 100. It is not necessary to be limited to this. For example, the groove 24 is formed on one side edge of the strip 12, and the protrusion that can be fitted to the groove 24 is formed on the other edge of the strip 12, and the groove 24 and the protrusion of the strip 12 adjacent to each other are formed. The helical tube 100 may be formed by fitting them together and joining them together.

さらに、上述の実施例では、ストリップ12に3つのリブ18が形成され、その3つのリブ18のそれぞれの間に補強用部材10が取り付けられたが、これに限定される必要はなく、螺旋管100の直径およびストリップ12自体の強度に応じて、螺旋管100を適切に補強できるように、適切な数の補強用部材10を使用すればよい。   Furthermore, in the above-described embodiment, the strip 12 is formed with three ribs 18, and the reinforcing member 10 is attached between each of the three ribs 18. Depending on the diameter of the 100 and the strength of the strip 12 itself, an appropriate number of reinforcing members 10 may be used so that the helical tube 100 can be properly reinforced.

さらにまた、上述の実施例では、補強用部材10は、ストリップ12のリブ18とリブ18との間に取り付けられたが、これに限定される必要はなく、ストリップ12の適宜の位置に取り付けることができる。   Furthermore, in the above-described embodiment, the reinforcing member 10 is attached between the ribs 18 of the strip 12, but is not limited thereto, and is attached to an appropriate position of the strip 12. Can do.

さらに、上述の実施例では、底板部56と側板部58と天板部60とを有する補強材52の長手方向の端部に、底板部66と側板部68とを有する接続部材54が挿入された。しかしながら、これらは、あくまで補強材52の長手方向の端部をストリップ12の曲線部に沿って滑らかに曲げるためのものであり、要は、補強材52の長手方向の端部に接続部材54を挿入することで、その端部を隣接している補強材52の方向へ向くように曲げることができるのであれば、補強材52や接続部材54の形状は特に限定されるものではない。   Further, in the above-described embodiment, the connecting member 54 having the bottom plate portion 66 and the side plate portion 68 is inserted into the longitudinal end portion of the reinforcing member 52 having the bottom plate portion 56, the side plate portion 58, and the top plate portion 60. It was. However, these are only for smoothly bending the longitudinal end portion of the reinforcing member 52 along the curved portion of the strip 12, and in short, the connecting member 54 is provided at the longitudinal end portion of the reinforcing member 52. The shape of the reinforcing material 52 and the connecting member 54 is not particularly limited as long as the end portion can be bent so as to face the direction of the adjacent reinforcing material 52.

また、上述の実施例では、螺旋管100を補強用部材10によって補強するときに、先ず、補強材52と接続部材54とを組み合わせた単位部材を構成し、その単位部材どうしを接続することによって、所望の長さの補強用部材10を形成したが、これに限定される必要はない。   In the above-described embodiment, when the helical tube 100 is reinforced by the reinforcing member 10, first, a unit member in which the reinforcing member 52 and the connecting member 54 are combined is configured, and the unit members are connected to each other. Although the reinforcing member 10 having a desired length is formed, it is not necessary to be limited to this.

たとえば、先ず、接続部材54の一方端部を補強材52の端部に挿入するとともに、接続部材54の他方端部を別の補強材52の端部に挿入して、2つの補強材52を接続し、その接続された2つの補強材52の端部と別の補強材52の端部とを同じように接続部材54によって接続し、これを、所望の長さの補強用部材10を形成するまで繰り返すことによって、所望の長さの補強用部材10を形成してもよい。   For example, first, one end portion of the connecting member 54 is inserted into the end portion of the reinforcing member 52, and the other end portion of the connecting member 54 is inserted into the end portion of another reinforcing member 52, so that the two reinforcing members 52 are attached. The ends of the two reinforcing members 52 connected to each other and the ends of the other reinforcing members 52 are connected in the same manner by the connecting member 54, and this forms the reinforcing member 10 having a desired length. By repeating until it does, you may form the reinforcement member 10 of desired length.

図11および図12を参照して、この発明の他の実施例である補強用部材10では、接続部材54に突出部70が設けられる。なお、図1に示す補強用部材10と共通する部分については同じ番号を付し、重複する説明は省略する。   With reference to FIGS. 11 and 12, in the reinforcing member 10 according to another embodiment of the present invention, the connecting member 54 is provided with a protrusion 70. In addition, the same number is attached | subjected about the part which is common in the member 10 for reinforcement shown in FIG. 1, and the overlapping description is abbreviate | omitted.

図11に示すように、接続部材54の底板部66には、突出部70が形成される。突出部70は、底板部66から下方向に突出する突起であり、たとえば底板部66の一部分を窪み状に下向きに曲げ加工することによって形成される。   As shown in FIG. 11, a protruding portion 70 is formed on the bottom plate portion 66 of the connecting member 54. The protrusion 70 is a protrusion that protrudes downward from the bottom plate portion 66, and is formed, for example, by bending a part of the bottom plate portion 66 downward in a hollow shape.

図12に示すように、突出部70は、底板部66の長手方向の略中央部に設けられており、補強材52の長手方向の端部どうしを接続部材54によって接続したときには、それらの補強材52と補強材52との間に配置されることとなる。   As shown in FIG. 12, the projecting portion 70 is provided at a substantially central portion in the longitudinal direction of the bottom plate portion 66, and when the longitudinal ends of the reinforcing material 52 are connected to each other by the connecting member 54, the reinforcement is provided. It will be arranged between the material 52 and the reinforcing material 52.

このため、たとえば補強材52に挿入した接続部材54がさらに挿入方向に移動しても、補強材52の端部と接続部材54の突出部70とが衝突することによって、補強材52に対する接続部材54の動きが規制される。したがって、接続部材54が補強材52の内部に完全にはいってしまうこともなく、作業性が向上する。   For this reason, for example, even if the connecting member 54 inserted into the reinforcing member 52 further moves in the insertion direction, the end of the reinforcing member 52 and the protruding portion 70 of the connecting member 54 collide, thereby connecting the connecting member to the reinforcing member 52. The movement of 54 is restricted. Therefore, the connecting member 54 does not completely enter the reinforcing member 52, and workability is improved.

なお、図13に示すように、補強材52の底板部56に突出部72を設けてもよい。突出部72は、底板部56から上方向に突出する突起であり、たとえば底板部56の一部分を突起状に上向きに曲げ加工することによって形成される。突出部70は、補強材52の長手方向の両側のそれぞれに設けられており、補強材52の長手方向の端部どうしを接続部材54によって接続したときには、この端部に挿入されている接続部材54よりも少し内側に配置されることとなる。このため、たとえば補強材52に挿入した接続部材54がさらに挿入方向に移動しても、接続部材54の端部と補強材52の突出部72とが衝突することによって、補強材52に対する接続部材54の動きが規制される。   In addition, as shown in FIG. 13, you may provide the protrusion part 72 in the baseplate part 56 of the reinforcing material 52. As shown in FIG. The protruding portion 72 is a protrusion protruding upward from the bottom plate portion 56, and is formed, for example, by bending a part of the bottom plate portion 56 upward in a protruding shape. The protrusions 70 are provided on both sides of the reinforcing member 52 in the longitudinal direction, and when the end portions in the longitudinal direction of the reinforcing member 52 are connected to each other by the connecting member 54, the connecting member inserted into this end portion. It will be disposed slightly inside 54. For this reason, for example, even if the connecting member 54 inserted into the reinforcing member 52 further moves in the inserting direction, the end of the connecting member 54 and the projecting portion 72 of the reinforcing member 52 collide, thereby connecting the connecting member to the reinforcing member 52 The movement of 54 is restricted.

また、接続部材54の底板部66の一部分を窪み状に下向きに曲げ加工することによって突出部70が形成され、補強材52の底板部56の一部分を突起状に上向きに曲げ加工することによって突出部72が形成されたが、これに限定される必要はない。補強材52に対する接続部材54の動きを規制することができるのであれば、突出部70,72の形状や配置位置は適宜変更され得る。   Further, a protruding portion 70 is formed by bending a part of the bottom plate portion 66 of the connecting member 54 downward in a hollow shape, and a protruding portion is formed by bending a part of the bottom plate portion 56 of the reinforcing member 52 upward in a protruding shape. Although the part 72 was formed, it is not necessary to be limited to this. If the movement of the connecting member 54 with respect to the reinforcing member 52 can be restricted, the shapes and arrangement positions of the protrusions 70 and 72 can be changed as appropriate.

さらにまた、上述の各実施例ではいずれも、補強材52の側板部58には、所定の間隔を隔てて3つのスリット(易変曲部)64が形成されており、この3つのスリット64は、補強材52の端部側へ向かうにつれて順々にその面積が大きく設定されたが、これに限定される必要はない。これは、あくまで補強用部材10の剛性が不連続となるのを防止するためのものであり、要は、スリット64の占める開口率が補強材52の端部側へ向かうにつれて大きく設定されていればよい。つまり、図示は省略するが、補強材52の側板部58に、補強材52の端部側へ向かうにつれて拡大する略台形状ないし略三角形状を有する1つのスリットを形成してもよい。   Furthermore, in each of the above-described embodiments, the side plate portion 58 of the reinforcing member 52 is formed with three slits (easily variable portions) 64 at a predetermined interval. The area is set to increase in order as it goes toward the end of the reinforcing member 52, but it is not necessary to be limited to this. This is only to prevent the rigidity of the reinforcing member 10 from becoming discontinuous. In short, the opening ratio occupied by the slit 64 may be set larger as it goes toward the end of the reinforcing member 52. That's fine. That is, although not shown, one slit having a substantially trapezoidal shape or a substantially triangular shape that expands toward the end of the reinforcing material 52 may be formed in the side plate portion 58 of the reinforcing material 52.

さらに、補強材52の長手方向の端部に易変曲部が形成されたが、これに限定される必要もなく、たとえば、図14に示すように、接続部材54の長手方向の端部に易変曲部を形成してもよい。たとえば、易変曲部は、側板部68をその上端縁から下方に切り欠いたスリット74であり、接続部材54の長手方向の両端部のそれぞれに3つのスリットが形成され、この3つのスリット74は、接続部材54の端部側へ向かうにつれて順々にその面積が大きく設定される。   Furthermore, although the easily inflection part was formed in the longitudinal direction edge part of the reinforcing material 52, it is not necessary to be limited to this, for example, as shown in FIG. An easily variable portion may be formed. For example, the easily variable portion is a slit 74 in which the side plate portion 68 is notched downward from the upper end edge, and three slits are formed at both ends in the longitudinal direction of the connecting member 54. The area of the connecting member 54 is set to increase gradually in the direction toward the end of the connecting member 54.

さらに、上述の各実施例ではいずれも、易変曲部は、補強材52ないし接続部材54の一部を取り除いたスリット62,64,74であったが、これに限定される必要もなく、易変曲部62,64,74は、他の形態により構成されてもよい。たとえば、易変曲部としては、補強材52ないし接続部材54の一部を肉薄にするための凹溝等が考えられる。   Further, in each of the above-described embodiments, the easily variable portion is the slits 62, 64, 74 from which a part of the reinforcing member 52 or the connecting member 54 is removed, but it is not necessary to be limited to this. The easily variable parts 62, 64, and 74 may be configured in other forms. For example, as the easily variable portion, a concave groove or the like for thinning a part of the reinforcing member 52 or the connecting member 54 can be considered.

また、上述の各実施例ではいずれも、隣接する補強材52の長手方向の端部のそれぞれに接続部材54を挿入することによって補強材52どうしを接続したが、これに限定される必要はない。たとえば、図示は省略するが、補強材52の一方端部に、当該補強材52の他方端部に挿入可能な差口形状を有する接続部を形成し、隣接する一方の補強材52の接続部を他方の補強材52の他方端部に挿入することによって補強材52どうしを接続することもできる。この場合には、先ず、一方の補強材52の一方端部(接続部)を他方の補強材52の他方端部に挿入することによって、補強材52どうしが接続される。そして、その他方の補強材52の接続部をさらに別の補強材52の他方端部に挿入し、これを繰り返すことによって、所望の長さの補強用部材10を形成する。   Further, in each of the above-described embodiments, the reinforcing members 52 are connected to each other by inserting the connecting members 54 into the end portions of the adjacent reinforcing members 52 in the longitudinal direction. However, the present invention is not limited to this. . For example, although not shown, a connecting portion having a gage shape that can be inserted into the other end of the reinforcing member 52 is formed at one end of the reinforcing member 52, and the connecting portion of one adjacent reinforcing member 52 is formed. The reinforcing members 52 can be connected to each other by inserting them into the other end of the other reinforcing member 52. In this case, first, the reinforcing members 52 are connected to each other by inserting one end portion (connecting portion) of one reinforcing member 52 into the other end portion of the other reinforcing member 52. Then, the connecting portion of the other reinforcing member 52 is further inserted into the other end portion of another reinforcing member 52, and this is repeated to form the reinforcing member 10 having a desired length.

勿論、このように補強材52どうしが直接接続された補強用部材10においても、上述した、隣接する補強材52の長手方向の端部のそれぞれに接続部材54を挿入することによって補強材52どうしが接続される補強用部材10と同じように、易変曲部を形成してもよく、突出部を形成してもよい。たとえば、図示は省略するが、易変曲部は、補強材52の一方端部すなわち接続部や、当該接続部が挿入される補強材52の他方端部に形成される。また、図示は省略するが、突出部は、補強材52の底板部56の一部分を窪み状に下向きに曲げ加工または突起状に上向きに曲げ加工することによって形成され、一方の補強材52に対する他方の補強材54の動きを規制する。   Of course, also in the reinforcing member 10 in which the reinforcing members 52 are directly connected as described above, the reinforcing members 52 are inserted into each of the end portions in the longitudinal direction of the adjacent reinforcing members 52 described above. As with the reinforcing member 10 to which is connected, an easily variable portion may be formed, or a protruding portion may be formed. For example, although illustration is omitted, the easily variable portion is formed at one end of the reinforcing member 52, that is, the connecting portion, or the other end of the reinforcing member 52 into which the connecting portion is inserted. Although not shown, the projecting portion is formed by bending a part of the bottom plate portion 56 of the reinforcing material 52 downward into a hollow shape or bending upward into a protruding shape. The movement of the reinforcing material 54 is restricted.

なお、上述した径や高さ等の具体的数値は、いずれも単なる一例であり、必要に応じて適宜変更可能である。   Note that the specific numerical values such as the diameter and height described above are merely examples, and can be appropriately changed as necessary.

10 …螺旋管の補強用部材
12 …ストリップ
14 …ジョイナ
18 …リブ
20,22 …アンカ部
52 …補強材
54 …接続部材
62,64,74 …易変曲部
70,72 …突出部
100 …螺旋管
200 …下水管
DESCRIPTION OF SYMBOLS 10 ... Member for reinforcement of spiral tube 12 ... Strip 14 ... Joiner 18 ... Rib 20, 22 ... Anchor part 52 ... Reinforcement material 54 ... Connection member 62, 64, 74 ... Easily variable part 70, 72 ... Projection part 100 ... Spiral Pipe 200 ... sewer pipe

Claims (6)

間隔を隔てて形成されるリブを有する帯状のストリップを螺旋状に巻回して形成する、螺旋管の補強用部材であって
前記間隔より小さい幅を有する底板部、前記底板部の両端から立ち上がって外方へ広がる2つの側壁部および前記側壁部のそれぞれの上端から内方へ延びかつ互いの間に間隔を形成する2つの天板部を含む補強材、および
前記補強材の前記底板部より小さい幅を有する底板部および前記底板部の両端から立ち上がって外方へ広がる2つの側壁部を含む接続部材を備え、
前記接続部材の前記側壁部の高さを前記補強材の前記底板部と前記天板部の間に収まる高さに設定し、
隣接する補強材の長手方向の端部のそれぞれに接続部材を挿入することによって補強材どうしを接続した、螺旋管の補強用部材。
Formed by winding a strip of the strip in a spiral shape having a rib formed at intervals, a reinforcing member of the spiral tube,
A bottom plate portion having a width smaller than the interval, two side wall portions rising from both ends of the bottom plate portion and extending outward, and two inwardly extending from the respective upper ends of the side wall portions and forming a gap therebetween A reinforcing member including a top plate , and
A connecting member including a bottom plate portion having a smaller width than the bottom plate portion of the reinforcing member and two side wall portions rising from both ends of the bottom plate portion and extending outward;
The height of the side wall portion of the connection member is set to a height that fits between the bottom plate portion and the top plate portion of the reinforcing material,
Longitudinal end portion of the connection by the inserting the connecting member reinforcement member to each other, respectively, the reinforcing member threaded旋管reinforcement adjacent.
前記補強材に前記接続部材が挿入されたときに前記補強材と前記接続部材とが重なり合う範囲において前記補強材および前記接続部材の少なくともいずれか一方に形成される易変曲部を備える、請求項記載の螺旋管の補強用部材。 Comprises the easily inflection portion formed on at least one of the reinforcing member and the connection member are overlapped with each other ranges Oite the reinforcing member and the connecting member when the connecting member to the reinforcement member is inserted, The member for reinforcing a helical tube according to claim 1 . 前記易変曲部は、スリットである、請求項記載の螺旋管の補強用部材。 The member for reinforcing a helical tube according to claim 2 , wherein the easily bending portion is a slit. 前記天板部は前記易変曲部を除いて形成される、請求項2または3記載の螺旋管の補強用部材。 The member for reinforcing a helical tube according to claim 2 or 3, wherein the top plate portion is formed excluding the easily variable portion . 前記補強材に対する前記接続部材の動きを規制する突出部を備える、請求項1ないし4のいずれかに記載の螺旋管の補強用部材。 The member for reinforcing a helical tube according to any one of claims 1 to 4 , further comprising a protrusion that restricts movement of the connecting member with respect to the reinforcing member. 間隔を隔てて形成されるリブを有する帯状のストリップを螺旋状に巻回して形成する螺旋管であって、A spiral tube formed by spirally winding a strip of strips having ribs formed at intervals;
前記間隔より小さい幅を有する底板部、前記底板部の両端から立ち上がって外方へ広がる2つの側壁部および前記側壁部のそれぞれの上端から内方へ延びかつ互いの間に間隔を形成する2つの天板部を含む補強材、およびA bottom plate portion having a width smaller than the interval, two side wall portions rising from both ends of the bottom plate portion and extending outward, and two inwardly extending from the respective upper ends of the side wall portions and forming a gap therebetween A reinforcing member including a top plate, and
前記補強材の前記底板部より小さい幅を有する底板部および前記底板部の両端から立ち上がって外方へ広がる2つの側壁部を含む接続部材を備え、A connecting member including a bottom plate portion having a smaller width than the bottom plate portion of the reinforcing member and two side wall portions rising from both ends of the bottom plate portion and extending outward;
前記接続部材の前記側壁部の高さを前記補強材の前記底板部と前記天板部の間に収まる高さに設定し、The height of the side wall portion of the connection member is set to a height that fits between the bottom plate portion and the top plate portion of the reinforcing material,
前記ストリップの前記リブの間隔に前記補強材を挿入し、かつ隣接する補強材の長手方向の端部のそれぞれに接続部材を挿入することによって補強材どうしを接続した、螺旋管。A spiral tube in which the reinforcing members are connected to each other by inserting the reinforcing member into the interval between the ribs of the strip and inserting a connecting member into each of the longitudinal ends of the adjacent reinforcing members.
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