JP2011179671A - Fluid pipe movement preventing means and method - Google Patents

Fluid pipe movement preventing means and method Download PDF

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JP2011179671A
JP2011179671A JP2010047317A JP2010047317A JP2011179671A JP 2011179671 A JP2011179671 A JP 2011179671A JP 2010047317 A JP2010047317 A JP 2010047317A JP 2010047317 A JP2010047317 A JP 2010047317A JP 2011179671 A JP2011179671 A JP 2011179671A
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fluid pipe
support member
pipe
movement
fluid
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JP5448939B2 (en
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Takefumi Ishii
猛文 石井
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Cosmo Koki Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a fluid pipe movement preventing means and method that can surely prevent the movement of a fluid pipe. <P>SOLUTION: The movement preventing means for the fluid pipe 11 includes a connecting member 14 having a divided structure and locking the fluid pipe 11 along a circumferential direction by attaching the mutual peripheral ends, and a support member 5 for supporting the connecting member 14. The support member 5 has a pressure receiving surface 6 receiving soil pressure of surrounding soil above the support member 5 in a direction opposing the movement of the fluid pipe 11, and a bottom face friction surface 7 generating friction between itself and the surrounding soil below the support member 5. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、分割構造を有し互いの周端部を組付けることで流体管の周方向に亘り設けられる接続部材と、この接続部材に固着され接続部材を支持する支持部材と、から構成されており、流体管の管軸方向の移動を防止する移動防止手段及びその方法に関する。   The present invention is composed of a connecting member provided in the circumferential direction of the fluid pipe by assembling each other's peripheral ends and a support member fixed to the connecting member and supporting the connecting member. The present invention relates to a movement preventing means for preventing movement of a fluid pipe in the tube axis direction and a method thereof.

従来、流体管の管路の延設態様や制流弁など各種部材の取付態様等に起因して、流体圧の不均衡等によるスラスト力が発生し、この力により流体管が特に管軸方向に移動してしまう虞があるため、流体管の移動防止手段として、流体管の延設態様に応じて所定の移動阻止板を設置し、周囲土の土被りを利用してスラスト力に対抗しているものがある(例えば、特許文献1参照)。   Conventionally, a thrust force due to fluid pressure imbalance, etc., is generated due to the extension of the conduit of the fluid pipe and the attachment of various members such as a control valve, and this force causes the fluid pipe to be particularly oriented in the tube axis direction. As a means of preventing the movement of the fluid pipe, a predetermined movement prevention plate is installed according to the extending mode of the fluid pipe, and the thrust force is resisted by using the earth covering of the surrounding soil. (For example, refer to Patent Document 1).

実開昭61−14277号公報(第3頁、第2図)Japanese Utility Model Publication No. 61-14277 (page 3, FIG. 2)

しかしながら、特許文献1にあっては、移動防止手段が、流体管に対し係止する機能を備える必要があるとともに、周囲土により支持力を得る必要があるため、流体管を安定して係止できず、流体管を十分に移動防止できない虞が生じるという問題がある。   However, in Patent Document 1, it is necessary for the movement preventing means to have a function of locking to the fluid pipe, and it is necessary to obtain a supporting force by the surrounding soil. There is a problem that the fluid pipe cannot be sufficiently prevented from moving.

本発明は、このような問題点に着目してなされたもので、流体管の移動を確実に防止できる流体管の移動防止手段及びその方法を提供することを目的とする。   The present invention has been made paying attention to such problems, and an object of the present invention is to provide a fluid pipe movement preventing means and a method thereof that can reliably prevent the movement of the fluid pipe.

前記課題を解決するために、本発明の流体管の移動防止手段は、
分割構造を有し互いの周端部を組付けることで流体管を周方向に沿って係止する接続部材と、前記接続部材に固着され該接続部材を支持する支持部材と、から構成されており、
前記支持部材は、該支持部材の上方の周囲土の土圧を、前記流体管の移動と対抗する方向に受ける受圧面と、前記支持部材の下方の周囲土との間に摩擦を生じる底面摩擦面とを有していることを特徴としている。
この特徴によれば、流体管を係止する接続部材が、受圧面と底面摩擦面とを有する支持部材により固着され支持されているため、流体管、接続部材、そして支持部材が一体化し、流体管を安定的に係止でき、流体管の移動を確実に防止できるばかりか、接続部材と支持部材とを適宜組み合わせることで汎用性が高まる。
In order to solve the above problems, the fluid pipe movement prevention means of the present invention comprises:
A connecting member having a divided structure and assembling each other's peripheral ends to lock the fluid pipe along the circumferential direction, and a support member fixed to the connecting member and supporting the connecting member And
The support member has a bottom friction that generates friction between a pressure-receiving surface that receives the earth pressure of the surrounding soil above the support member in a direction opposite to the movement of the fluid pipe, and the surrounding soil below the support member. And a surface.
According to this feature, since the connection member for locking the fluid pipe is fixed and supported by the support member having the pressure receiving surface and the bottom friction surface, the fluid pipe, the connection member, and the support member are integrated, Not only can the pipe be stably locked and the movement of the fluid pipe can be reliably prevented, but versatility is enhanced by appropriately combining the connecting member and the support member.

本発明の流体管の移動防止手段は、
前記支持部材は、前記接続部材よりも下方側に設けられていることを特徴としている。
この特徴によれば、接続部材に固着される支持部材が、接続部材よりも下方側に設けられているため、支持部材を確実に周囲土中に埋設できるばかりか、上方の周囲土の土被りを比較的大きく得て、支持部材の受圧面が土圧を大きく受けることが出来るとともに、底面摩擦面が下方の周囲土との摩擦を大きく生じさせることが出来るため、接続部材を安定して支持できる。
The fluid pipe movement prevention means of the present invention comprises:
The support member is provided below the connection member.
According to this feature, since the support member fixed to the connection member is provided below the connection member, the support member can be reliably embedded in the surrounding soil, and the earth covering of the upper surrounding soil can be used. Since the pressure receiving surface of the support member can receive a large earth pressure and the bottom friction surface can generate a large amount of friction with the surrounding soil below, the connection member can be supported stably. it can.

本発明の流体管の移動防止手段は、
前記接続部材及び該接続部材に固着された前記支持部材は、前記流体管の延設方向に沿って所定間隔ごとに離間して設けられていることを特徴としている。
この特徴によれば、接続部材及び支持部材が、流体管の延設方向に沿って所定間隔ごとに離間して設けられていることで、所定間隔に離間した部材間に介在する被覆土の土圧を、各支持部材に作用させることができる。
The fluid pipe movement prevention means of the present invention comprises:
The connection member and the support member fixed to the connection member are provided at predetermined intervals along the extending direction of the fluid pipe.
According to this feature, the connecting member and the supporting member are provided at predetermined intervals along the extending direction of the fluid pipe, so that the soil of the covering soil interposed between the members spaced at the predetermined interval is provided. Pressure can be applied to each support member.

本発明の流体管の移動防止手段は、
前記流体管に、該流体管の管路を遮断可能な制流弁が接続されており、該制流弁を管軸方向に挟み互いに対向する前記流体管の対向箇所に、前記接続部材が一対に設けられ、前記一対の接続部材に、該両接続部材をいずれも支持する一体の支持部材が固着されていることを特徴としている。
この特徴によれば、制流弁を管軸方向に挟む対向箇所に設けられた一対の接続部材が、両接続部材に固着された支持部材と共に一体化されるため、流路を遮断することで流体圧が生じ易い制流弁と流体管との接続状態を維持し、管軸の両方向とも移動防止できる。
The fluid pipe movement prevention means of the present invention comprises:
The fluid pipe is connected to a flow control valve capable of blocking the pipe of the fluid pipe, and a pair of the connecting members are disposed at opposing portions of the fluid pipe that are opposed to each other with the flow control valve interposed therebetween. An integral support member that supports both the connection members is fixed to the pair of connection members.
According to this feature, since the pair of connecting members provided at the opposite positions sandwiching the control valve in the tube axis direction are integrated with the supporting member fixed to both connecting members, the flow path is blocked. It is possible to maintain a connected state between the flow control valve and the fluid pipe, in which fluid pressure easily occurs, and to prevent movement in both directions of the pipe axis.

本発明の流体管の移動防止手段は、
前記一体の支持部材は、各接続部材に接続する固着部をそれぞれ有する略同形の分割部材を互いに組付けることで、一体に設けられることを特徴としている。
この特徴によれば、接続部材に接続する固着部をそれぞれ有した各分割部材を、互いに組付け一体の支持部材として構成することで、支持部材を汎用化できる。
The fluid pipe movement prevention means of the present invention comprises:
The integral support member is provided integrally by assembling substantially the same divided members each having a fixing portion connected to each connection member.
According to this feature, the support members can be generalized by configuring the divided members each having the fixing portion connected to the connection member as a support member that is assembled and integrated with each other.

本発明の流体管の移動防止方法は、
前記流体管の配置深さよりも下方側であり前記支持部材が配置される配置面まで周囲土を掘削して、該配置面に前記支持部材を配置し、前記接続部材を前記支持部材に固着するとともに前記流体管に接続して、前記流体管に周囲土を被覆することを特徴としている。
この特徴によれば、周囲土を流体管の配置深さよりも下方側の配置面まで掘削して、支持部材を配置し、接続部材を支持部材に固着するとともに流体管に接続して、周囲土を被覆するだけの簡易な工程で、支持部材が周囲土の土被りを十分に得て接続部材を安定的に支持できる。
The fluid pipe movement prevention method of the present invention comprises:
The surrounding soil is excavated to the arrangement surface where the support member is arranged, which is lower than the arrangement depth of the fluid pipe, the support member is arranged on the arrangement surface, and the connection member is fixed to the support member. At the same time, it is connected to the fluid pipe, and the fluid pipe is covered with surrounding soil.
According to this feature, the surrounding soil is excavated to a placement surface below the placement depth of the fluid pipe, the support member is placed, the connection member is fixed to the support member and connected to the fluid pipe, The supporting member can sufficiently obtain the covering of the surrounding soil and can stably support the connecting member by a simple process of simply covering.

(a)は、実施例1における支持部材を配置した状態を示す正面図であり、(b)は、(a)と同じく側面図である。(A) is a front view which shows the state which has arrange | positioned the supporting member in Example 1, (b) is a side view like (a). (a)は、流体管を配置した状態を示す正面図であり、(b)は、(a)と同じく側面図である。(A) is a front view which shows the state which has arrange | positioned the fluid pipe | tube, (b) is a side view like (a). (a)は、移動防止手段及び流体管を被覆土により被覆した状態を示す正面図であり、(b)は、(a)と同じく側面図である。(A) is a front view which shows the state which coat | covered the movement prevention means and the fluid pipe | tube with the covering soil, (b) is a side view like (a). (a)は、支持部材の平面図であり、(b)は、(a)と同じく側面図である。(A) is a top view of a supporting member, (b) is a side view like (a). (a)は、受け架台を示す断面図であり、(b)は、(a)と同じく側面図である。(A) is sectional drawing which shows a receiving stand, (b) is a side view like (a). (a)は、図5(a)のA−A断面図であり、(b)は、図5(a)のB−B断面図である。(A) is AA sectional drawing of Fig.5 (a), (b) is BB sectional drawing of Fig.5 (a). (a)は、図6(a)の点線囲い部の拡大図であり、(b)〜(d)は、係止部材の傾動状況を経時的に示した拡大図である。(A) is an enlarged view of a dotted line enclosing part of Drawing 6 (a), and (b)-(d) is an enlarged view which showed a tilting situation of a locking member over time. 変形例における係止部材を示す断面図である。It is sectional drawing which shows the latching member in a modification. (a)は、実施例2における移動防止手段及び流体管を被覆土により被覆した状態を示す正面図であり、(b)は、(a)と同じく側面図である。(A) is a front view which shows the state which coat | covered the movement prevention means in Example 2, and the fluid pipe | tube with the covering soil, (b) is a side view like (a).

本発明に係る流体管の移動防止手段及びその方法を実施するための形態を実施例に基づいて以下に説明する。   A mode for carrying out the fluid pipe movement preventing means and method according to the present invention will be described below based on examples.

実施例1に係る移動防止手段及びその方法につき、図1から図8を参照して説明する。図1(a),(b)ないし図3(a),(b)に示されるように、本実施例の流体管11は新規に敷設される上水道管であり、流体管11の周囲上方には所定深さの土被りで、後述する支持部材の底面よりも上方の周囲土としての被覆土が被覆するようになっている。   The movement preventing means and method according to the first embodiment will be described with reference to FIGS. As shown in FIGS. 1 (a), (b) to 3 (a), (b), the fluid pipe 11 of the present embodiment is a newly laid water pipe, and above the periphery of the fluid pipe 11. Is a soil covering of a predetermined depth, and is covered with a covering soil as a surrounding soil above a bottom surface of a support member described later.

本発明の流体管11の移動防止手段及びその方法を設置工程順に説明すると、流体管11が略直線状に敷設される管路領域であって、流体管に接続された制流弁としての制水弁2の設置箇所を含む周辺領域を、周知の土留め工法や露天掘り工法等により、図1(a),(b)に示されるように、所定地盤高さの原地盤面Gから順次掘削する。   The movement prevention means and method of the fluid pipe 11 according to the present invention will be described in the order of installation steps. The fluid pipe 11 is a pipe region where the pipe 11 is laid in a substantially straight line, and is used as a control valve connected to the fluid pipe. The surrounding area including the installation location of the water valve 2 is sequentially excavated from the original ground surface G at a predetermined ground height, as shown in FIGS. 1 (a) and 1 (b), by a well-known earth retaining method or open pit method. To do.

流体管を敷設する敷設面Kまで掘削し、続けて管路のうち制水弁を設置する領域を、敷設面Kよりも更に下方側の配置面Jまで掘削する。配置面Jに砕石4を敷設するとともに、コンクリートブロック体から成る支持部材5を配置する。   The excavation is performed up to the laying surface K where the fluid pipe is laid, and then the region where the water control valve is installed in the pipe is excavated to the arrangement surface J further below the laying surface K. The crushed stone 4 is laid on the arrangement surface J, and the support member 5 made of a concrete block body is arranged.

支持部材5は、略同形に形成された分割部材5a,5a同士を互いに組付けることで、略直方体形状の一体の支持部材として構成され、長辺側を管軸方向に向けて配置される。詳述すると、図4(a)、(b)に示されるように、各分割部材5aは、一方の分割部材5aの膨出部5bを他方の分割部材5aの平坦部5cに突き合わせるように配置し、各膨出部5bに形成された挿通孔5dを略同軸にして長ボルト5fを挿通し、長ボルト5fの両端部にナット5g,5gを挿着することで、一体化される。各分割部材5aの上面には、上方に突出した雄ネジから成る固着部5eが、所定位置においてコンクリートで一体化されており、すなわち固着部5eは、支持部材5における流体管の管軸方向に所定間隔離間した箇所に設けられている。尚、支持部材は、必ずしも分割部材同士を互いに組付けることで一体化される部材に限られず、分割不可分の一体のみから成る部材であってもよい。   The support member 5 is configured as an integral support member having a substantially rectangular parallelepiped shape by assembling the divided members 5a and 5a formed in substantially the same shape, and is arranged with the long side facing in the tube axis direction. More specifically, as shown in FIGS. 4A and 4B, each of the divided members 5a makes the bulging portion 5b of one divided member 5a abut the flat portion 5c of the other divided member 5a. These are integrated by inserting the long bolts 5f with the insertion holes 5d formed in the respective bulged portions 5b being substantially coaxial, inserting the long bolts 5f, and inserting the nuts 5g, 5g into both ends of the long bolts 5f. On the upper surface of each divided member 5a, a fixing portion 5e made of an externally protruding male screw is integrated with concrete at a predetermined position, that is, the fixing portion 5e is in the tube axis direction of the fluid pipe in the support member 5. It is provided at a location separated by a predetermined interval. Note that the support member is not necessarily limited to a member that is integrated by assembling the divided members with each other, and may be a member that includes only an integral part that cannot be divided.

次に、図1(a)、(b)に示されるように、支持部材5に設けられた各固着部5eに、接続部材としての受け架台14を構成する下部部品14bを固着する。詳しくは、下部部品14bは、その下端面に形成された挿通孔14dに固着部5eを挿通するとともに、固着部5eにナット5eを螺着することで、支持部材5に対し固着される。   Next, as shown in FIGS. 1A and 1B, the lower part 14 b constituting the receiving base 14 as the connection member is fixed to each fixing portion 5 e provided on the support member 5. Specifically, the lower part 14b is fixed to the support member 5 by inserting the fixing portion 5e into the insertion hole 14d formed in the lower end surface thereof and screwing the nut 5e into the fixing portion 5e.

尚、各固着部5eに予め下部部品14bを固着した状態の支持部材5を、配置面Jに敷設した砕石4上に配置してもよい。   In addition, you may arrange | position the supporting member 5 of the state which fixed the lower part 14b beforehand to each fixing | fixed part 5e on the crushed stone 4 laid in the arrangement | positioning surface J. FIG.

更に、各下部部品14bに、流体管11をそれぞれ載置するとともに、各流体管11互いに対向する端部間に、制流弁としての制水弁2を接続する。制水弁2と各流体管11とは、図示しない密封部材を介した受口及び挿口の嵌挿により接続される。制水弁2は、制水弁2を構成する弁筐体内の図示しない弁体を操作することで、流体管11内の流路を遮断可能に構成されている。   Further, the fluid pipes 11 are respectively mounted on the lower parts 14b, and the water control valves 2 as the control valves are connected between the ends of the fluid pipes 11 facing each other. The water control valve 2 and each fluid pipe 11 are connected by insertion of a receiving port and an insertion port through a sealing member (not shown). The water control valve 2 is configured to be able to block a flow path in the fluid pipe 11 by operating a valve body (not shown) in a valve housing constituting the water control valve 2.

尚、本実施例の管内流体は、図示しない管路構成若しくは図示左右いずれの管路方向にも流下し得るものであり、従って流体管11には、制水弁2の遮断等に起因する所謂スラスト力が、図示左右のいずれの管路方向にも作用し得るものとする。   In addition, the fluid in the pipe of this embodiment can flow down in the pipe configuration (not shown) or in the left and right pipe directions in the drawing, and therefore, the fluid pipe 11 is so-called due to the blocking of the water control valve 2 or the like. It is assumed that the thrust force can act in any of the left and right pipeline directions.

次に、図2(a)、(b)に示されるように、各下部部品14bに載置された流体管11の上面に、受け架台14を構成する上部部品14aを配置し、各上部部品14a及び下部部品14bをボルトナット9により接続する。受け架台14の組付け後、図3(a)、(b)に示されるように、制水弁2の弁軸の上方領域に筐体管3を配設することで、弁軸を地上から回動可能に空間を確保するとともに、支持部材5、受け架台14及び流体管11を被覆土により被覆し、元の原地盤面Gまで埋め戻す。   Next, as shown in FIGS. 2 (a) and 2 (b), an upper part 14a constituting the receiving base 14 is arranged on the upper surface of the fluid pipe 11 placed on each lower part 14b. 14a and the lower part 14b are connected by the bolt nut 9. After assembling the cradle 14, as shown in FIGS. 3 (a) and 3 (b), by disposing the housing tube 3 in the region above the valve shaft of the water control valve 2, the valve shaft can be removed from the ground. A space is secured so as to be rotatable, and the support member 5, the receiving stand 14 and the fluid pipe 11 are covered with the covering soil, and the original ground surface G is refilled.

すなわち図5(a)、(b)に示されるように、本発明の接続部材としての受け架台14は、流体管11の重量を受ける架台であり、流体管11の直線部における外周面に沿って設置されたものであって、上部部品14aと下部部品14bとからなる分割構造を有し、夫々をボルトナット9、9により接続されるとともに、流体管11下方の床面に固定支持されたものであり、流体管に対して管軸C方向の動きが防止されている。   That is, as shown in FIGS. 5A and 5B, the receiving base 14 as the connecting member of the present invention is a base that receives the weight of the fluid pipe 11, and extends along the outer peripheral surface of the straight portion of the fluid pipe 11. And has a divided structure composed of an upper part 14a and a lower part 14b, which are connected by bolts and nuts 9 and 9 and fixedly supported on the floor surface below the fluid pipe 11. The movement in the direction of the tube axis C with respect to the fluid tube is prevented.

各流体管11に対し接続された受け架台14,14は、制水弁2を管軸方向に挟み対向する流体管の対向箇所に一対に接続され、両受け台14,14とも下方側で固着された一体の支持部材5に固着される。   The cradles 14 and 14 connected to the fluid pipes 11 are connected in pairs to opposing portions of the fluid pipes that sandwich the water control valve 2 in the pipe axis direction, and both the cradles 14 and 14 are fixed on the lower side. The unitary support member 5 is fixed.

各支持部材5は、図示左右方向にそれぞれ面する両側面6,6が、流体管11を被覆した被覆土の土圧を流体管11の移動と対抗する方向に受ける受圧面として構成されるとともに、底面7が、この底面7よりも下方の周囲土との間に摩擦を生じる底面摩擦面として構成され、スラスト力が作用する流体管11に接続された受け架台14を支持している。   Each support member 5 is configured as a pressure receiving surface in which both side surfaces 6 and 6 facing in the left-right direction in the figure receive the earth pressure of the covering soil covering the fluid pipe 11 in a direction opposite to the movement of the fluid pipe 11. The bottom surface 7 is configured as a bottom friction surface that generates friction with the surrounding soil below the bottom surface 7, and supports the receiving base 14 connected to the fluid pipe 11 on which the thrust force acts.

次に、受け架台14に設けられた各部材について説明すると、流体管11の外面と係止する第1係止部材20と、第1係止部材20と別体からなり流体管11の外面と係止する第2係止部材30と、内周面に沿って流体管11の外面に向けて開口し第1係止部材20及び第2係止部材30を夫々内部に収容する凹部16と、第1係止部材20及び第2係止部材30を夫々流体管11の外面に向けて押圧するボルト19とから構成されている。   Next, each member provided on the cradle 14 will be described. The first locking member 20 that locks with the outer surface of the fluid pipe 11, and the outer surface of the fluid pipe 11 that is formed separately from the first locking member 20. A second locking member 30 to be locked, and a recess 16 that opens toward the outer surface of the fluid pipe 11 along the inner peripheral surface and accommodates the first locking member 20 and the second locking member 30 therein, respectively. The first locking member 20 and the second locking member 30 are each configured by a bolt 19 that presses the fluid toward the outer surface of the fluid pipe 11.

図5(a)に示されるように、凹部16は、受け架台14の内周面に沿って周方向に区画され、4箇所形成されており、夫々の凹部16に第1係止部材20、20及び第2係止部材30、30が嵌合されている。   As shown in FIG. 5A, the recess 16 is divided in the circumferential direction along the inner peripheral surface of the receiving base 14, and is formed at four locations. The first locking member 20, 20 and the second locking members 30, 30 are fitted.

第1係止部材20は、流体管11の外径と略同径の円弧状に形成された第1爪20aが流体管11の外面と係止しており、第1係止部材20と凹部16の内側壁16aとの間に、弾性体としてのゴム体18が介在している。第2係止部材30も同様に、凹部16の内側壁16aとの間に、ゴム体18が介在している。   The first locking member 20 has a first claw 20 a formed in an arc shape having substantially the same diameter as the outer diameter of the fluid pipe 11 to lock the outer surface of the fluid pipe 11. A rubber body 18 as an elastic body is interposed between the 16 inner walls 16a. Similarly, the rubber member 18 is interposed between the second locking member 30 and the inner wall 16 a of the recess 16.

尚、凹部及び係止部材の数量については、本実施例に限られず、流体管の周方向に沿って適宜数設けられていればよい。   In addition, about the quantity of a recessed part and a locking member, it is not restricted to a present Example, The number should just be provided suitably along the circumferential direction of a fluid pipe | tube.

図6(a)、(b)に示されるように、第1係止部材20、20が、流体管11の外面における所定位置と、該所定位置に管軸を挟んで略対向した対向位置とに設けられているとともに、第2係止部材30、30が、流体管11の外面における前記所定位置と異なる他の所定位置と、該他の所定位置に管軸を挟んで略対向した対向位置とに設けられている。   As shown in FIGS. 6A and 6B, the first locking members 20 and 20 have a predetermined position on the outer surface of the fluid pipe 11, and an opposing position that is substantially opposed to the predetermined position with the pipe axis interposed therebetween. The second locking members 30 and 30 are opposed to each other at a predetermined position on the outer surface of the fluid pipe 11 that is different from the predetermined position, and substantially opposite to the other predetermined position with the tube axis interposed therebetween. And is provided.

更に、第1係止部材20と第2係止部材30とが、流体管11の外面に周方向に沿って略等間隔をあけて交互に設けられている。   Furthermore, the first locking members 20 and the second locking members 30 are alternately provided on the outer surface of the fluid pipe 11 at substantially equal intervals along the circumferential direction.

また、第1係止部材20と第2係止部材30とは同一形状に形成されており、このようにすることで、爪の向きを変えて凹部16に収納するだけで、後述のように流体管11が受け架台14に対し管軸Cの両方向において相対移動することを防止できるばかりか、第1係止部材20及び第2係止部材30を共用化して製作手間・コストを低減できる。   Further, the first locking member 20 and the second locking member 30 are formed in the same shape, and in this way, only by changing the direction of the nail and storing it in the recess 16, as described later. In addition to preventing the fluid pipe 11 from moving relative to the receiving base 14 in both directions of the pipe axis C, the first locking member 20 and the second locking member 30 can be used in common, thereby reducing manufacturing effort and cost.

図6(a)に示されるように、第1係止部材20は、管軸Cに向けて延出し流体管11の外面と係止する第1爪20aを有しており、後述のように流体管11が受け架台14に対して管軸の一方向に相対移動しようとするときに、第1爪20aが傾動し、流体管11の外面に食込むように、凹部16に収容されている。   As shown in FIG. 6 (a), the first locking member 20 has a first claw 20a extending toward the tube axis C and locking with the outer surface of the fluid pipe 11, as will be described later. When the fluid pipe 11 is about to move relative to the receiving base 14 in one direction of the pipe axis, the first claw 20a tilts and is accommodated in the recess 16 so as to bite into the outer surface of the fluid pipe 11. .

同様に、図6(b)に示されるように、第2係止部材30は、管軸Cに向けて延出し流体管11の外面と係止する第2爪30aを有しており、後述のように流体管11が受け架台14に対して管軸の他方向に相対移動しようとするときに、第2爪30aが傾動し、流体管11の外面に食込むように、凹部16に収容されている。   Similarly, as shown in FIG. 6B, the second locking member 30 has a second claw 30a extending toward the tube axis C and locking with the outer surface of the fluid pipe 11, and will be described later. When the fluid pipe 11 is about to move relative to the receiving base 14 in the other direction of the pipe axis as described above, the second claw 30a tilts and is accommodated in the recess 16 so as to bite into the outer surface of the fluid pipe 11. Has been.

次に、上部部品14aにおける凹部16に嵌合された第1係止部材20、第2係止部材30は、上部部品14a外面から凹部16内に向かって螺挿された押圧手段としてのボルト19により流体管11の外面に向かって押圧されているとともに、下部部品14bにおける凹部16に嵌合された第1係止部材20、第2係止部材30は、前記したボルト19による押圧を受けて、凹部16の内底面に流体管11の外面に向かって膨出した押圧手段としての膨出部14cにより流体管11の外面に向かって押圧されている。   Next, the first locking member 20 and the second locking member 30 fitted in the recess 16 in the upper part 14a are bolts 19 as pressing means screwed into the recess 16 from the outer surface of the upper part 14a. The first locking member 20 and the second locking member 30 fitted in the recess 16 in the lower part 14b are pressed by the bolt 19 as described above. The bulging portion 14 c as a pressing means that bulges toward the outer surface of the fluid pipe 11 on the inner bottom surface of the recess 16 is pressed toward the outer surface of the fluid pipe 11.

このようにすることで、このボルト19により、第1係止部材20の第1爪20a及び第2係止部材30の第2爪30aが流体管11の外面に食込み易くなるため、後述のように流体管11が管軸C方向に移動することを確実に防止できる。   By doing so, the bolt 19 makes it easier for the first claw 20a of the first locking member 20 and the second claw 30a of the second locking member 30 to bite into the outer surface of the fluid pipe 11, and will be described later. It is possible to reliably prevent the fluid pipe 11 from moving in the direction of the pipe axis C.

第1係止部材20の動作について説明すると、図7(a)に示されるような位置において、スラスト力のために、図7(b)に示されるように、流体管11が管軸Cの一方向(図示白抜矢印方向)に移動しようとした場合、流体管11の外面に係止していた第1係止部材20が、管軸Cの一方向(図示白抜矢印方向)に所定の空隙分移動する。   The operation of the first locking member 20 will be described. At a position as shown in FIG. 7A, the fluid pipe 11 is connected to the pipe axis C as shown in FIG. When trying to move in one direction (the direction of the white arrow in the figure), the first locking member 20 that has been locked to the outer surface of the fluid pipe 11 is predetermined in one direction of the tube axis C (the direction of the white arrow in the figure). Move by the gap of.

更に、図7(c)及び(d)に示されるように、流体管11が管軸Cの一方向に移動しようとするとともに、管軸Cの一方向に前記した所定の空隙分移動した第1係止部材20が、凹部16の内壁16b及びボルト19の端面19aと当接し、第1係止部材20の第1爪20aが流体管11の外面に向かって傾動する(図示黒塗矢印参照)。   Further, as shown in FIGS. 7C and 7D, the fluid pipe 11 is about to move in one direction of the pipe axis C and is moved in the one direction of the pipe axis C by the predetermined gap. The first locking member 20 comes into contact with the inner wall 16b of the recess 16 and the end surface 19a of the bolt 19, and the first claw 20a of the first locking member 20 tilts toward the outer surface of the fluid pipe 11 (see the black arrow in the figure). ).

このように、流体管11が受け架台14に対して管軸Cの一方向に相対移動しようとするときに、第1係止部材20が凹部16内にて傾動することで、凹部16の内壁16b及びボルト19の端面19aを反力として利用し、第1爪20aが流体管11の外面に食込むため、流体管11が受け架台14に対し管軸Cの一方向において相対移動することを防止できる。   As described above, when the fluid pipe 11 is about to move relative to the receiving base 14 in one direction of the tube axis C, the first locking member 20 tilts in the concave portion 16, whereby the inner wall of the concave portion 16. 16b and the end surface 19a of the bolt 19 are used as reaction force, and the first claw 20a bites into the outer surface of the fluid pipe 11, so that the fluid pipe 11 moves relative to the receiving base 14 in one direction of the tube axis C. Can be prevented.

特に図示しないが、流体管11が上述した管軸Cの一方向と逆に、管軸Cの他方向に移動する場合にも、第2係止部材30が上述した第1係止部材20と同様に動作し、流体管11が受け架台14に対し管軸Cの他方向に相対移動しようとするときに、第2係止部材30が凹部16内にて傾動することで、凹部16の内壁16b及びボルト19の端面19aを反力として利用し、第2爪30aが流体管11の外面に食込むため、流体管11が受け架台14に対し管軸Cの他方向においても相対移動することを防止できる。   Although not shown in particular, when the fluid pipe 11 moves in the other direction of the tube axis C in the opposite direction to the one direction of the tube axis C described above, the second locking member 30 is connected to the first locking member 20 described above. The second locking member 30 is tilted in the recess 16 when the fluid pipe 11 operates in the same manner and the fluid pipe 11 tries to move relative to the receiving base 14 in the other direction of the tube axis C. Since the second claw 30a bites into the outer surface of the fluid pipe 11 using the end face 19a of the bolt 16 and the bolt 19 as a reaction force, the fluid pipe 11 moves relative to the receiving frame 14 in the other direction of the pipe axis C. Can be prevented.

即ち、第1係止部材20と第2係止部材30を併せ、流体管11が受け架台14に対し管軸Cの両方向において相対移動することを防止できる。   That is, the first locking member 20 and the second locking member 30 can be combined to prevent the fluid pipe 11 from moving relative to the receiving base 14 in both directions of the pipe axis C.

また、流体管11が受け架台14に対し管軸Cの一方向に相対移動しようとするときに、流体管11の外面に食込み易くなるように第1爪20aの形状を構成できる。同様に、流体管11が受け架台14に対し管軸Cの他方向に相対移動しようとするときに、流体管11の外面に食込み易くなるように第2爪30aの形状を構成できる。   Further, the shape of the first claw 20a can be configured so that the fluid pipe 11 is likely to bite into the outer surface of the fluid pipe 11 when the fluid pipe 11 is about to move relative to the receiving base 14 in one direction of the pipe axis C. Similarly, the shape of the second claw 30a can be configured so that the fluid pipe 11 can easily bite into the outer surface of the fluid pipe 11 when the fluid pipe 11 tries to move relative to the receiving base 14 in the other direction of the pipe axis C.

また、第1係止部材20、20若しくは第2係止部材30、30が、管軸Cを挟んで略対向した所定位置と対向位置とにおける凹部16内にて傾動することで、第1爪20a、20a若しくは第2爪30a、30aが流体管11の外面に食込む際に、流体管11に対し偏荷重を掛けることなく移動を防止できる。   In addition, the first locking member 20, 20 or the second locking member 30, 30 tilts in the recess 16 at a predetermined position and an opposed position that are substantially opposed to each other with the tube axis C interposed therebetween, whereby the first claw When the 20a, 20a or the second claw 30a, 30a bites into the outer surface of the fluid pipe 11, the movement can be prevented without applying an offset load to the fluid pipe 11.

更に、第1係止部材20の第1爪20aと第2係止部材30の第2爪30aとが、流体管11の外面に周方向に沿って略等間隔をあけて交互に係止しているため、流体管11が受け架台14に対して管軸の一方向及び他方向に相対移動することをバランスよく同様に防止できる。   Furthermore, the first claw 20a of the first locking member 20 and the second claw 30a of the second locking member 30 are alternately locked to the outer surface of the fluid pipe 11 at substantially equal intervals along the circumferential direction. Therefore, relative movement of the fluid pipe 11 relative to the receiving base 14 in one direction and the other direction of the pipe axis can be similarly prevented in a balanced manner.

尚、係止部材の構成については、必ずしも本実施例に限られることはなく、例えば本発明の接続部材の変形例として図8に示されるように、例えば受け架台24に設けられた各係止部材40が、両管軸方向に向けて延びた2つの爪40a,40aを備え、管軸との直交線を中心に対称形状に形成されており、この係止部材40を収容する凹部が、前記直交線を中心に対称形状の内面を有していてもよい。このような構成によれば、管軸方向の図示左右いずれの方向にも均等に移動防止できるばかりか、係止部材40の配置を流体管の周方向に亘り単純化できる。   The configuration of the locking member is not necessarily limited to the present embodiment. For example, as shown in FIG. 8 as a modified example of the connecting member of the present invention, each locking member provided on the receiving stand 24, for example. The member 40 includes two claws 40a and 40a extending in the direction of both tube axes, and is formed in a symmetrical shape around a line perpendicular to the tube axis. You may have a symmetrical inner surface centering on the said orthogonal line. According to such a configuration, the movement of the locking member 40 can be simplified in the circumferential direction of the fluid pipe as well as the movement of the pipe axis direction in the left and right directions can be prevented equally.

以上説明したように、流体管11を係止する接続部材としての受け架台14が、受圧面6と底面摩擦面7とを有する支持部材5により固着され支持されているため、流体管11、受け架台14、そして支持部材5が一体化し、流体管11を安定的に係止でき、流体管11の移動を確実に防止できるばかりか、受け架台14と支持部材5とを適宜組み合わせることで汎用性が高まる。   As described above, since the receiving base 14 as a connecting member for locking the fluid pipe 11 is fixed and supported by the support member 5 having the pressure receiving surface 6 and the bottom friction surface 7, the fluid pipe 11, the receiver The gantry 14 and the support member 5 are integrated so that the fluid pipe 11 can be stably locked, and the movement of the fluid pipe 11 can be surely prevented, and the versatility can be obtained by appropriately combining the cradle 14 and the support member 5. Will increase.

また、受け架台14に固着される支持部材5が、受け架台14よりも下方側に設けられているため、支持部材5を確実に被覆土中に埋設できるばかりか、被覆土の土被りを比較的大きく得て、支持部材5の受圧面としての側面6が土圧を大きく受けることが出来るとともに、底面摩擦面としての底面7が支持部材5の下方の周囲土との摩擦を大きく生じさせることが出来るため、受け架台14を安定して支持できる。   Further, since the support member 5 fixed to the cradle 14 is provided below the cradle 14, the support member 5 can be reliably embedded in the covering soil, and the soil covering of the covering soil can be compared. The side surface 6 as the pressure receiving surface of the support member 5 can receive a large earth pressure, and the bottom surface 7 as the bottom friction surface causes a large friction with the surrounding soil below the support member 5. Therefore, the receiving stand 14 can be supported stably.

また、制水弁2を管軸方向に挟む対向箇所に設けられた一対の受け架台14,14が、両受け架台14,14に固着された支持部材5と共に一体化されるため、流路を遮断することで流体圧が生じ易い制水弁2と流体管11との接続状態を維持し、管軸の両方向とも移動防止できる。   In addition, since the pair of receiving bases 14 and 14 provided at opposing positions sandwiching the water control valve 2 in the tube axis direction are integrated with the support member 5 fixed to the receiving bases 14 and 14, By shutting off, it is possible to maintain the connection state between the water control valve 2 and the fluid pipe 11 where fluid pressure is likely to occur, and to prevent movement in both directions of the pipe axis.

また、受け架台14に接続する固着部5eをそれぞれ有した各分割部材5a,5aを、互いに組付け一体の支持部材5として構成することで、支持部材を汎用化できる。   Further, the support members can be generalized by configuring the divided members 5a and 5a having the fixing portions 5e connected to the receiving base 14 as the support members 5 that are assembled and integrated with each other.

更に、被覆土を流体管11の配置深さである敷設面Kよりも下方側の配置面Jまで掘削して、支持部材5を配置し、受け架台14を支持部材5に固着するとともに流体管11に接続して、被覆土を被覆するだけの簡易な工程で、支持部材5が被覆土の土被りを十分に得て受け架台14を安定的に支持できる。   Further, the covering soil is excavated to the disposition surface J below the laying surface K which is the disposition depth of the fluid pipe 11, the support member 5 is disposed, the receiving base 14 is fixed to the support member 5, and the fluid pipe The supporting member 5 can sufficiently obtain the covering of the covering soil and can stably support the receiving stand 14 by a simple process of connecting to the covering 11 and covering the covering soil.

尚、本実施例の支持部材5は、接続部材としての受け架台14よりも下方に設けられているが、支持部材の設けられる箇所は必ずしも本実施例に限られず、例えば支持部材は、流体管に係止する接続部材の一側方若しくは両側方などに設けられていても構わない。   Although the support member 5 of this embodiment is provided below the receiving base 14 as a connection member, the location where the support member is provided is not necessarily limited to this embodiment. For example, the support member is a fluid pipe. It may be provided on one side or both sides of the connecting member that is locked to.

次に、実施例2に係る移動防止手段及びその方法につき、図9を参照して説明する。尚、前記実施例と同一構成で重複する構成を省略する。   Next, the movement preventing means and method according to the second embodiment will be described with reference to FIG. In addition, the same structure as the said Example and the overlapping structure are abbreviate | omitted.

図9(a),(b)に示されるように、本実施例の流体管11は、略直線状に敷設されるとともに、流体管11の図示右端部にフランジ8aで閉塞された管栓8が設けられることで、管路の終端が構成されている。本実施例の管内流体は、右方の管路方向に管栓8に向けて流下し得るものであり、従って流体管11は、図9(a)において右方向に移動しようとするスラスト力が作用するものとする。   As shown in FIGS. 9A and 9B, the fluid pipe 11 of this embodiment is laid in a substantially straight line, and the pipe plug 8 is closed at the right end of the fluid pipe 11 by a flange 8a. The end of the pipeline is configured. The fluid in the pipe of the present embodiment can flow down toward the pipe plug 8 in the right pipe line direction, so that the fluid pipe 11 has a thrust force to move in the right direction in FIG. It shall act.

管栓8の近傍箇所、及び当該近傍箇所から管軸方向に所定寸法離間した箇所のそれぞれに、流体管11の延設方向に沿って受け架台14及び支持部材25が各組設けられている。尚、受け架台14及び支持部材25は、図9(a)では上記2箇所のみ示されているが、受け架台14及び支持部材25から成る各組の部材が、管軸方向に沿って離間して、所定組数設けられていていもよい。   Each of the receiving base 14 and the support member 25 is provided along the extending direction of the fluid pipe 11 at a location near the tube plug 8 and a location spaced from the vicinity by a predetermined dimension in the tube axis direction. Note that only the above two locations of the cradle 14 and the support member 25 are shown in FIG. 9A, but each set of members including the cradle 14 and the support member 25 is separated along the tube axis direction. In addition, a predetermined number of sets may be provided.

支持部材25は、略立方体形状若しくは管軸方向に若干長辺の直方体形状に形成されており、原地盤を掘削した配置面に上述した砕石を介さず直接に配置されている。支持部材25は、図示右方に面する側面26が受圧面として構成されるとともに、底面27が底面摩擦面として構成され、スラスト力が作用する流体管11に接続された受け架台14を支持している。   The support member 25 is formed in a substantially cubic shape or a rectangular parallelepiped shape having a slightly longer side in the tube axis direction, and is directly arranged on the arrangement surface where the original ground is excavated without the crushed stone described above. The support member 25 has a side surface 26 facing rightward in the figure as a pressure receiving surface and a bottom surface 27 as a bottom friction surface, and supports the cradle 14 connected to the fluid pipe 11 on which a thrust force acts. ing.

このように、接続部材としての各組の受け架台14及び支持部材25が、流体管11の延設方向に沿って所定間隔ごとに離間して設けられていることで、所定間隔に離間した部材間に介在する被覆土の土圧を、各支持部材25に個別に作用させることができる。   As described above, each set of the support base 14 and the support member 25 as the connection members are provided at predetermined intervals along the direction in which the fluid pipe 11 extends, so that the members are spaced at predetermined intervals. The earth pressure of the covering soil interposed therebetween can be applied to each support member 25 individually.

図9(a)に示されるように、隣合った支持部材25,25同士の離間寸法について、一例として詳述すると、図示各組の支持部材25,25同士の管軸方向の対向面離間寸法をLとし、各支持部材の高さ寸法をHとし、被覆土の固有の内部摩擦角をθとすると、隣合った支持部材25,25同士は、数式 L≧H÷tanθ を満たすように離間している。このように支持部材25,25同士を離間して配置することで、各支持部材25の受圧面26が、隣合った支持部材25の影響を受けることなく、被覆土の原地盤までの土被りの土圧を受けることができるため、支持部材25による受け架台14の支持力を安定維持できる。   As shown in FIG. 9A, the distance between adjacent support members 25, 25 will be described in detail as an example. The distance between the opposing surfaces in the tube axis direction of each pair of support members 25, 25 shown in the figure. Is L, the height dimension of each support member is H, and the inherent internal friction angle of the covering soil is θ, the adjacent support members 25 and 25 are separated so as to satisfy the formula L ≧ H ÷ tan θ. is doing. By arranging the support members 25 and 25 apart from each other in this way, the pressure receiving surface 26 of each support member 25 is not affected by the adjacent support member 25, and the earth covering up to the original ground of the covered soil is performed. Therefore, the support force of the support base 14 by the support member 25 can be stably maintained.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。   Although the embodiments of the present invention have been described with reference to the drawings, the specific configuration is not limited to these embodiments, and modifications and additions within the scope of the present invention are included in the present invention. It is.

例えば、前記実施例では、流体管の内部流体は上水道であるが、下水道であってもよく、管内の水圧や水流による動圧のために、流体管に管軸方向に力を作用するものであれば、本実施例における直線管路部以外にも本発明の流体管の移動防止手段を適用できる。   For example, in the above embodiment, the internal fluid of the fluid pipe is the water supply, but it may be a sewer, and acts on the fluid pipe in the axial direction due to the water pressure in the pipe or the dynamic pressure due to the water flow. If there is, the fluid pipe movement prevention means of the present invention can be applied in addition to the straight pipe section in the present embodiment.

また、上記実施例では、第1係止部材20と第2係止部材30とが、流体管11の外面に周方向に沿って略等間隔をあけて交互に設けられているが、第1係止部材20と第2係止部材30とは必ずしも交互に設けられていなくてもよく、周方向に沿って適宜設置されていてもよい。   Moreover, in the said Example, although the 1st locking member 20 and the 2nd locking member 30 are alternately provided in the outer surface of the fluid pipe | tube 11 at substantially equal intervals along the circumferential direction, The locking members 20 and the second locking members 30 are not necessarily provided alternately, and may be appropriately installed along the circumferential direction.

また、上記実施例では、本発明の移動防止手段が略直線状に敷設される管路領域、具体的には制水弁2の近傍箇所、あるいは管栓8の近傍箇所に設けられているが、移動防止手段の設置箇所は、例えば曲管部や異径管接続部若しくはT字管部など、スラスト力が生じ得るいずれの箇所であっても構わない。   Moreover, in the said Example, although the movement prevention means of this invention is provided in the pipeline area | region laid by the substantially linear form, specifically, the location near the water control valve 2, or the location near the pipe plug 8. The location where the movement preventing means is installed may be any location where a thrust force can be generated, such as a curved pipe portion, a different diameter pipe connecting portion, or a T-shaped pipe portion.

2 制水弁(制流弁)
5 支持部材
5a 分割部材
5e 固着部
6 側面(受圧面)
7 底面(底面摩擦面)
8 管栓
11 流体管
14 受け架台(接続部材)
14a 上部部品
14b 下部部品
24 受け架台(接続部材)
25 支持部材
26 側面(受圧面)
27 底面(底面摩擦面)
2 Water control valve (control valve)
5 Support member 5a Dividing member 5e Adhering part 6 Side surface (pressure receiving surface)
7 Bottom (bottom friction surface)
8 Pipe stopper 11 Fluid pipe 14 Receiving base (connection member)
14a Upper part 14b Lower part 24 Receiving base (connection member)
25 Support member 26 Side surface (pressure receiving surface)
27 Bottom (bottom friction surface)

Claims (6)

分割構造を有し互いの周端部を組付けることで流体管を周方向に沿って係止する接続部材と、前記接続部材に固着され該接続部材を支持する支持部材と、から構成されており、
前記支持部材は、該支持部材の上方の周囲土の土圧を、前記流体管の移動と対抗する方向に受ける受圧面と、前記支持部材の下方の周囲土との間に摩擦を生じる底面摩擦面とを有していることを特徴とする前記流体管の管軸方向の移動を防止する移動防止手段。
A connecting member having a divided structure and assembling each other's peripheral ends to lock the fluid pipe along the circumferential direction, and a support member fixed to the connecting member and supporting the connecting member And
The support member has a bottom friction that generates friction between a pressure-receiving surface that receives the earth pressure of the surrounding soil above the support member in a direction opposite to the movement of the fluid pipe, and the surrounding soil below the support member. A movement preventing means for preventing movement of the fluid pipe in the tube axis direction.
前記支持部材は、前記接続部材よりも下方側に設けられていることを特徴とする請求項1に記載の流体管の移動防止手段。   The fluid pipe movement preventing means according to claim 1, wherein the support member is provided on a lower side than the connection member. 前記接続部材及び該接続部材に固着された前記支持部材は、前記流体管の延設方向に沿って所定間隔ごとに離間して設けられていることを特徴とする請求項1または2に記載の流体管の移動防止手段。   The said connection member and the said support member fixed to this connection member are spaced apart and provided at predetermined intervals along the extending direction of the said fluid pipe | tube. Means for preventing movement of the fluid pipe. 前記流体管に、該流体管の管路を遮断可能な制流弁が接続されており、該制流弁を管軸方向に挟み互いに対向する前記流体管の対向箇所に、前記接続部材が一対に設けられ、前記一対の接続部材に、該両接続部材をいずれも支持する一体の支持部材が固着されていることを特徴とする請求項1ないし3のいずれかに記載の流体管の移動防止手段。   The fluid pipe is connected to a flow control valve capable of blocking the pipe of the fluid pipe, and a pair of the connecting members are disposed at opposing portions of the fluid pipe that are opposed to each other with the flow control valve interposed therebetween. The fluid pipe according to any one of claims 1 to 3, wherein an integral support member that supports both the connection members is fixed to the pair of connection members. means. 前記一体の支持部材は、各接続部材に接続する固着部をそれぞれ有する略同形の分割部材を互いに組付けることで、一体に設けられることを特徴とする請求項4に記載の流体管の移動防止手段。   5. The fluid pipe movement prevention according to claim 4, wherein the integral support member is integrally provided by assembling substantially the same divided members each having a fixing portion connected to each connection member. means. 前記流体管の配置深さよりも下方側であり前記支持部材が配置される配置面まで周囲土を掘削して、該配置面に前記支持部材を配置し、前記接続部材を前記支持部材に固着するとともに前記流体管に接続して、前記流体管に周囲土を被覆することを特徴とする請求項1ないし5のいずれかに記載の移動防止手段を用いた流体管の移動防止方法。   The surrounding soil is excavated to the arrangement surface where the support member is arranged, which is lower than the arrangement depth of the fluid pipe, the support member is arranged on the arrangement surface, and the connection member is fixed to the support member. The method for preventing movement of a fluid pipe using the movement preventing means according to claim 1, wherein the fluid pipe is connected to the fluid pipe and the fluid pipe is covered with surrounding soil.
JP2010047317A 2010-03-04 2010-03-04 Means and method for preventing movement of fluid pipe Expired - Fee Related JP5448939B2 (en)

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