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JP6588200B2 - Buried valve installation structure - Google Patents
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JP6588200B2 - Buried valve installation structure - Google Patents

Buried valve installation structure Download PDF

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JP6588200B2
JP6588200B2 JP2014233462A JP2014233462A JP6588200B2 JP 6588200 B2 JP6588200 B2 JP 6588200B2 JP 2014233462 A JP2014233462 A JP 2014233462A JP 2014233462 A JP2014233462 A JP 2014233462A JP 6588200 B2 JP6588200 B2 JP 6588200B2
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valve
buried
pit
base
installation structure
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JP2016098482A (en
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清水 孝
孝 清水
隆宏 堀井
隆宏 堀井
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Nippon Chutetsukan KK
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Description

この発明は、埋設弁設置構造、特に、地下に埋設される消火栓等の埋設弁を、水道管路等の埋設管路に接続する埋設弁設置構造に関するものである。 The present invention relates to a buried valve installation structure , and more particularly, to a buried valve installation structure for connecting a buried valve such as a fire hydrant buried underground to a buried pipeline such as a water pipe.

地下に埋設される埋設弁としての消火栓の従来設置構造を、図面を参照しながら説明する。   A conventional installation structure of a fire hydrant as an embedded valve buried underground will be described with reference to the drawings.

図10は、消火栓の従来設置構造を示す平面図、図11は、消火栓の従来設置構造を示す断面図、図12は、図11のA矢視図、図13は、消火栓の標準的な施工工程図である。   FIG. 10 is a plan view showing a conventional installation structure of a fire hydrant, FIG. 11 is a cross-sectional view showing the conventional installation structure of a fire hydrant, FIG. 12 is a view taken along arrow A in FIG. 11, and FIG. It is process drawing.

図10から図12において、21は、消火栓であり、頂部から突出した弁開閉操作軸22を回転させることにより、放水口23に接続したホース(図示せず)から水が放水されるように構成されている。   10 to 12, reference numeral 21 denotes a fire hydrant, which is configured to discharge water from a hose (not shown) connected to the water outlet 23 by rotating the valve opening / closing operation shaft 22 protruding from the top. Has been.

24は、管継手であり、その両端部には、埋設管路としての水道管路25が接続されている。消火栓21は、管継手24に分岐して接続された立ち上げ管26に接続されている。管継手24の周囲は、路盤27上に打設されたコンクリート28により固められ、地震時等における消火栓21の位置ずれや損傷を防止している。   Reference numeral 24 denotes a pipe joint, and a water pipe 25 as an embedded pipe is connected to both ends of the pipe joint. The fire hydrant 21 is connected to a start-up pipe 26 that is branched and connected to a pipe joint 24. The periphery of the pipe joint 24 is solidified by concrete 28 placed on the roadbed 27 to prevent the hydrant 21 from being displaced or damaged during an earthquake or the like.

29は、消火栓21の周囲に底板31を介して構築されたピット、30は、ピット29上に設置された受枠、32は、受枠30に嵌め込まれた鉄蓋である。   Reference numeral 29 denotes a pit constructed around the fire hydrant 21 via a bottom plate 31, 30 denotes a receiving frame installed on the pit 29, and 32 denotes an iron lid fitted into the receiving frame 30.

消火栓21は、以下の工程(1)から(13)を経て設置されていた(図13参照)。   The fire hydrant 21 was installed through the following steps (1) to (13) (see FIG. 13).

(1)開削溝内に配管された水道管路25に接続した管継手24に、立ち上げ管26を介して消火栓21を接続する(消火栓接続工程)。   (1) The fire hydrant 21 is connected to the pipe joint 24 connected to the water pipe 25 piped in the cut groove (fire hydrant connection process) via the rising pipe 26.

(2)消火栓21の周囲に仮ピットを施工する(仮ピット施工工程)。   (2) A temporary pit is constructed around the fire hydrant 21 (temporary pit construction process).

(3)仮ピットに鉄蓋を仮設置する(鉄蓋仮設置工程)。   (3) Temporary installation of an iron lid in a temporary pit (iron lid temporary installation process).

(4)開削溝を埋め戻す(埋戻工程)。   (4) Backfill the cut groove (backfill step).

(5)消火栓21上の路面を車等が走行可能になるように復旧作業を行う(復旧工程)。   (5) A restoration work is performed so that a vehicle or the like can travel on the road surface on the fire hydrant 21 (a restoration process).

(6)後日、再度、消火栓21の周囲を掘削する(再掘削工程)。   (6) At a later date, the area around the fire hydrant 21 is excavated again (re-excavation process).

(7)消火栓21の周囲に土留めを設置する(土留設置工程)。   (7) A earth clasp is installed around the fire hydrant 21 (a soil retaining installation process).

(8)型枠を設置する(型枠設置工程)。   (8) Install a formwork (formwork installation process).

(9)型枠内にコンクリート28を打設する(コンクリート打設工程)。   (9) The concrete 28 is placed in the mold (concrete placing step).

(10)コンクリート28上に底板31を設置する(底板設置工程)。   (10) The bottom plate 31 is installed on the concrete 28 (bottom plate installation step).

(11)底板31上にピット29を構築する(ピット構築工程)。   (11) Build pits 29 on the bottom plate 31 (pit building step).

(12)鉄蓋32が嵌め込まれる受枠30をピット29上に設置する(受枠設置工程)。   (12) The receiving frame 30 into which the iron lid 32 is fitted is installed on the pit 29 (receiving frame installation process).

(13)受枠30の周囲を埋戻し、舗装する(舗装工程)。   (13) The periphery of the receiving frame 30 is backfilled and paved (paving process).

消火栓1は、上述した工程(1)から(13)を経て構築されていたが、以下のような問題があった。   The fire hydrant 1 was constructed through the steps (1) to (13) described above, but had the following problems.

工程(1)のように、水道管路25に立ち上げ管26を介して消火栓21を接続した後、工程(2)のように、消火栓21の周囲に仮ピットを施工し、この後、工程(3)のように、仮ピットに鉄蓋を仮設置し、この後、工程(4)のように、開削溝を埋め戻し、この後、工程(5)のように、復旧作業を行った後、工程(6)のように、後日、再度、掘削を行う必要があったので、消火栓21の構築に多大の時間と労力を要していた。   After connecting the fire hydrant 21 to the water line 25 via the rising pipe 26 as in step (1), a temporary pit is constructed around the fire hydrant 21 as in step (2). As in (3), an iron lid was temporarily installed in the temporary pit, and then the cut groove was backfilled as in step (4), and then the restoration work was performed as in step (5). Later, as in step (6), it was necessary to excavate again at a later date. Therefore, it took much time and labor to construct the fire hydrant 21.

工程(2)から(6)を省略することができれば、消火栓21の構築時間を大幅に短縮することはできるが、これには、道路を長時間に亘って通行止めせざるを得ないので、省略することはできない。   If the steps (2) to (6) can be omitted, the construction time of the fire hydrant 21 can be greatly shortened, but this is because the road must be closed for a long time. I can't do it.

また、工程(6)の再掘削工程後に行う工程、工程(7)の土留設置工程、工程(8)の型枠設置工程、工程(9)のコンクリート打設工程にも、多大の時間と労力を要していた。   In addition, a great deal of time and labor is required for the process performed after the re-excavation process of the process (6), the earth retaining installation process of the process (7), the form installation process of the process (8), and the concrete placing process of the process (9). Needed.

従って、この発明の目的は、地下に埋設される消火栓等の埋設弁を、水道管路等の埋設管路に接続する際に、型枠内へのコンクリートの打設工程等が不要となる結果、埋設弁の設置が容易かつ短時間に行うことができる埋設弁設置構造を提供することにある。 Accordingly, an object of the present invention is that when a buried valve such as a fire hydrant buried underground is connected to a buried pipe such as a water pipe, a concrete placing process or the like in the formwork is not required. An object of the present invention is to provide an embedded valve installation structure that allows easy installation of an embedded valve in a short time.

この発明は、上記目的を達成するためになされたものであり、下記を特徴とするものである。   The present invention has been made to achieve the above object, and is characterized by the following.

請求項1に記載の発明は、地下に埋設される埋設弁を埋設管路に接続する埋設弁設置構造において、施工路面下に構築した路盤上に、溝部が高さ方向全長に亘って対向して形成されたピット載置部を有する基台を載置し、前記ピット載置部内に前記溝部を通して継手管を配し、前記継手管と前記埋設管路とを接続し、前記ピット載置部内にコンクリートを打設して、前記基台と前記継手管とを一体化し、ピットにかかる荷重を前記基台を介して路盤に伝達することに特徴を有するものである。 According to the first aspect of the present invention, in the buried valve installation structure in which the buried valve buried underground is connected to the buried pipeline, the groove portion faces the entire length in the height direction on the roadbed constructed under the construction road surface. A base having a pit placement portion formed in this manner is placed, a joint pipe is arranged through the groove in the pit placement portion, the joint pipe and the buried pipeline are connected, and the pit placement portion is The concrete is characterized in that concrete is placed on the base, the base and the joint pipe are integrated , and the load applied to the pit is transmitted to the roadbed via the base .

請求項2に記載の発明は、請求項1に記載の発明において、前記埋設弁は、消火栓からなり、前記消火栓は、前記継手管に分岐して接続された立ち上げ管に接続されていることに特徴を有するものである。   The invention according to claim 2 is the invention according to claim 1, wherein the buried valve is formed of a fire hydrant, and the fire hydrant is connected to a rising pipe branched and connected to the joint pipe. It has the characteristics.

請求項3に記載の発明は、請求項1に記載の発明において、前記埋設弁は、空気弁からなり、前記空気弁は、前記継手管に分岐して接続された立ち上げ管に接続されていることに特徴を有するものである。   According to a third aspect of the present invention, in the first aspect of the present invention, the embedded valve is an air valve, and the air valve is connected to a rising pipe that is branched and connected to the joint pipe. It has a feature in being.

請求項4に記載の発明は、地下に埋設される埋設弁を埋設管路に接続する埋設弁設置構造において、施工路面下に構築した路盤上に、溝部が高さ方向全長に亘って対向して形成されたピット載置部を有する基台を載置し、前記ピット載置部内に前記溝部を通して前記埋設弁としての仕切弁を配し、前記仕切弁と前記埋設管路とを接続し、前記ピット載置部内にコンクリートを打設して、前記基台と前記仕切弁とを一体化し、ピットにかかる荷重を前記基台を介して路盤に伝達することに特徴を有するものである。 The invention according to claim 4 is a buried valve installation structure in which a buried valve buried underground is connected to a buried pipeline, and a groove portion is opposed across the entire length in the height direction on a roadbed constructed under a construction road surface. Placing a base having a pit placement portion formed in this manner, arranging a gate valve as the buried valve through the groove in the pit placement portion, connecting the gate valve and the buried pipeline, Concrete is placed in the pit placement portion, the base and the gate valve are integrated , and the load applied to the pit is transmitted to the roadbed via the base .

請求項5に記載の発明は、請求項1から4の何れか1つに記載の発明において、前記基台は、金属製であることに特徴を有するものである。   The invention according to claim 5 is characterized in that, in the invention according to any one of claims 1 to 4, the base is made of metal.

この発明によれば、仮ピット施工工程、鉄蓋仮設置工程、埋戻工程、復旧工程、再掘削工程、土留設置工程、型枠設置工程、コンクリート打設工程、底板設置工程が不要となる結果、消火栓等の埋設弁の設置が容易かつ短時間に行うことができる。   According to this invention, temporary pit construction process, iron lid temporary installation process, backfilling process, restoration process, re-excavation process, earth retaining installation process, formwork installation process, concrete placing process, and bottom plate installation process are unnecessary. In addition, it is easy to install a buried valve such as a fire hydrant in a short time.

この発明に使用する埋設弁用基台を示す平面図である。It is a top view which shows the base for embedded valves used for this invention. この発明に使用する埋設弁用基台を示す正面図である。It is a front view which shows the base for embedded valves used for this invention. この発明に使用する埋設弁用基台を示す側面図である。It is a side view which shows the base for embedded valves used for this invention. この発明の埋設弁設置構造により消火栓を水道管路に接続した状態を示す平面図である。It is a top view which shows the state which connected the fire hydrant to the water pipe line by the buried valve installation structure of this invention. この発明の埋設弁設置構造により消火栓を水道管路に接続した状態を示す正面図である。It is a front view which shows the state which connected the fire hydrant to the water pipe line by the buried valve installation structure of this invention. 施工が完了した消火栓を示す部分断面図である。It is a fragmentary sectional view which shows the fire hydrant which construction was completed. この発明の埋設弁設置構造により仕切弁を水道管路に接続した状態を示す平面図である。It is a top view which shows the state which connected the gate valve to the water pipe line by the buried valve installation structure of this invention. この発明の埋設弁設置構造により仕切弁を水道管路に接続した状態を示す正面図である。It is a front view which shows the state which connected the gate valve to the water pipe line by the buried valve installation structure of this invention. 施工が完了した仕切弁を示す部分断面図である。It is a fragmentary sectional view which shows the gate valve which construction was completed. 消火栓の従来設置構造を示す平面図である。It is a top view which shows the conventional installation structure of a fire hydrant. 消火栓の従来設置構造を示す部分断面図である。It is a fragmentary sectional view which shows the conventional installation structure of a fire hydrant. 図11のA矢視図である。It is A arrow directional view of FIG. 消火栓の標準的な施工工程図である。It is a standard construction process diagram of a fire hydrant.

次に、この発明の埋設弁用基台の一実施態様を、図面を参照しながら説明する。   Next, an embodiment of the embedded valve base of the present invention will be described with reference to the drawings.

図1は、この発明に使用する埋設弁用基台を示す平面図、図2は、この発明に使用する埋設弁用基台を示す正面図、図3は、この発明に使用する埋設弁用基台を示す側面図である。 Figure 1 is a plan view showing an embedded valve base to be used in the present invention, FIG. 2 is a front view showing an embedded valve base to be used in the present invention, FIG. 3, for embedding valve for use in the present invention It is a side view which shows a base.

図1から図3に示すように、この発明に使用する埋設弁用基台1は、路盤27(図11参照)上に載置され、基台1上には、ピット29(図11参照)が設置される円筒状のピット載置部2が形成されている。 As shown in FIGS. 1 to 3, the embedded valve base 1 used in the present invention is placed on a roadbed 27 (see FIG. 11), and a pit 29 (see FIG. 11) is placed on the base 1. A cylindrical pit placing portion 2 is formed.

基台1は、例えば、鋳鉄等の金属からなっている。ピット載置部2は、リブ3により補強され、ピット載置部2には、溝部4が高さ方向全長に亘って対向して形成されている。 The base 1 is made of a metal such as cast iron, for example. The pit placement portion 2 is reinforced by ribs 3, and the groove portion 4 is formed in the pit placement portion 2 so as to face the entire length in the height direction .

以下、埋設弁として消火栓を例に挙げ、この発明に使用する埋設弁用基台により消火栓を施工する場合について、図面を参照しながら説明する。 Hereinafter, a fire hydrant is taken as an example of the buried valve, and the case where the fire hydrant is constructed by the buried valve base used in the present invention will be described with reference to the drawings.

図4は、この発明の埋設弁設置構造により消火栓を水道管路に接続した状態を示す平面図、図5は、この発明の埋設弁設置構造により消火栓を水道管路に接続した状態を示す正面図、図6は、施工が完了した消火栓を示す部分断面図である。 Figure 4 is a front showing a state plan view showing a state of connecting to a water pipe hydrants by burying valve installation structure, FIG. 5, the hydrant by burying valve installation structure of the present invention was connected to a water conduit of the present invention FIG. 6 and FIG. 6 are partial cross-sectional views showing the fire hydrant that has been completed.

図4から図6において、5は、弁開閉操作軸6および放水口7等が設けられた消火栓である。8は、ピット載置部2の溝部4を通して配された継手管である。継手管8には、水道管路9が接続される。10は、ピット載置部2内の継手管8に分岐して接続された立ち上げ管である。基台1と継手管8とは、ピット載置部2内に打設されたコンクリート11によって一体化されている。基台1と継手管8とがコンクリート11によって一体化されることにより、地震時等における消火栓5の位置ずれや損傷を防止することができる。   4 to 6, reference numeral 5 denotes a fire hydrant provided with a valve opening / closing operation shaft 6, a water discharge port 7, and the like. Reference numeral 8 denotes a joint pipe disposed through the groove 4 of the pit placement part 2. A water pipe 9 is connected to the joint pipe 8. Reference numeral 10 denotes a rising pipe branched and connected to the joint pipe 8 in the pit placement portion 2. The base 1 and the joint pipe 8 are integrated by a concrete 11 placed in the pit placement portion 2. By integrating the base 1 and the joint pipe 8 with the concrete 11, it is possible to prevent displacement and damage of the fire hydrant 5 during an earthquake or the like.

消火栓5の施工法の一例について、以下に説明する。   An example of the construction method of the fire hydrant 5 is demonstrated below.

先ず、基台1を施工現場の路面下に構築した路盤27(図11参照)上にクレーン等により吊り下ろす。   First, the base 1 is suspended by a crane or the like on a roadbed 27 (see FIG. 11) constructed under the road surface of the construction site.

次いで、継手管8を基台1のピット載置部2に設置する。   Next, the joint pipe 8 is installed on the pit placement portion 2 of the base 1.

次いで、継手管8の両端部に水道管路9を接続する。   Next, water pipes 9 are connected to both ends of the joint pipe 8.

次いで、継手管8の立ち上げ管10に消火栓5を接続する。   Next, the fire hydrant 5 is connected to the rising pipe 10 of the joint pipe 8.

次いで、ピット載置部2内にコンクリート11を打設して、基台1と継手管8とを一体化する。   Next, concrete 11 is placed in the pit placement portion 2 to integrate the base 1 and the joint pipe 8 together.

次いで、図6に示すように、ピット載置部2上にピット29を構築する。ピット29の構築は、ピット載置部2上に単に載置するのみで良いので容易に行える。   Next, as shown in FIG. 6, a pit 29 is constructed on the pit placement unit 2. The construction of the pit 29 can be easily performed because it is only necessary to place the pit 29 on the pit placement portion 2.

次いで、同図に示すように、ピット29上に、鉄蓋32が嵌め込まれる受枠30を設置する。   Next, as shown in the figure, a receiving frame 30 into which the iron lid 32 is fitted is installed on the pit 29.

そして、受枠30の周囲を埋戻し、舗装すれば、消火栓5の設置が完了する。   And if the circumference | surroundings of the receiving frame 30 are backfilled and paved, installation of the fire hydrant 5 will be completed.

以上は、この発明の埋設弁設置構造により消火栓を水道管路に接続する場合であるが、埋設弁としての空気弁を水道管路に接続する場合も、消火栓と基本的に同様である。 The above is the case where the fire hydrant is connected to the water pipe by the buried valve installation structure of the present invention, but the case where the air valve as the buried valve is connected to the water pipe is basically the same as the fire hydrant.

次に、この発明の埋設弁設置構造により埋設弁としての仕切弁を水道管路に接続する場合について、図面を参照しながら説明する。 Next, a case where a gate valve as an embedded valve is connected to a water pipe by the embedded valve installation structure of the present invention will be described with reference to the drawings.

図7は、この発明の埋設弁設置構造により仕切弁を水道管路に接続した状態を示す平面図、図8は、この発明の埋設弁設置構造により仕切弁を水道管路に接続した状態を示す正面図、図9は、施工が完了した仕切弁を示す部分断面図である。 Figure 7 is a plan view showing a state in which the gate valve connected to a water pipe by burying valve installation structure of the present invention, FIG. 8, a state where the gate valve connected to a water pipe by burying valve installation structure of the present invention FIG. 9 is a partial cross-sectional view showing the gate valve that has been completed.

図7から図9において、12は、水道管路9を開閉する仕切弁である。仕切弁12は、ピット載置部2内に配され、ピット載置部2から突出した仕切弁12の両端部は、水道管路9に接続されている。仕切弁12の弁開閉操作軸13は、ピット載置部2上に設けられている。   7 to 9, reference numeral 12 denotes a gate valve that opens and closes the water pipe 9. The gate valve 12 is arranged in the pit mounting portion 2, and both end portions of the gate valve 12 protruding from the pit mounting portion 2 are connected to the water pipe 9. A valve opening / closing operation shaft 13 of the gate valve 12 is provided on the pit placing portion 2.

基台1と仕切弁12とは、ピット載置部2内に打設されたコンクリート14によって一体化されている。これにより、地震時等における仕切弁12の位置ずれや損傷を防止することができる。   The base 1 and the gate valve 12 are integrated by concrete 14 placed in the pit placement portion 2. Thereby, position shift and damage of gate valve 12 at the time of an earthquake etc. can be prevented.

仕切弁12の施工法の一例について、以下に説明する。   An example of the construction method of the gate valve 12 will be described below.

先ず、基台1を施工現場の路面下に構築した路盤27(図11参照)上にクレーン等により吊り下ろす。   First, the base 1 is suspended by a crane or the like on a roadbed 27 (see FIG. 11) constructed under the road surface of the construction site.

次いで、仕切弁12を基台1のピット載置部2に設置する。   Next, the gate valve 12 is installed on the pit mounting portion 2 of the base 1.

次いで、仕切弁12の両端部に水道管路9を接続する。   Next, the water pipe 9 is connected to both ends of the gate valve 12.

次いで、ピット載置部2内にコンクリート14を打設して、基台1と仕切弁12とを一体化する。   Next, concrete 14 is placed in the pit placement portion 2 to integrate the base 1 and the gate valve 12 together.

次いで、図9に示すように、ピット載置部2上にピット29を構築する。ピット29の構築は、ピット載置部2上に単に載置するのみで良いので容易に行える。   Next, as shown in FIG. 9, a pit 29 is constructed on the pit placement unit 2. The construction of the pit 29 can be easily performed because it is only necessary to place the pit 29 on the pit placement portion 2.

次いで、同図に示すように、ピット29上に、鉄蓋32が嵌め込まれる受枠30を設置する。   Next, as shown in the figure, a receiving frame 30 into which the iron lid 32 is fitted is installed on the pit 29.

そして、受枠30の周囲を埋戻し、舗装すれば、仕切弁12の設置が完了する。   And if the circumference | surroundings of the receiving frame 30 are backfilled and paved, installation of the gate valve 12 will be completed.

以上、説明したように、この発明によれば、消火栓5や仕切弁12等の埋設弁の設置現場で基台1を路盤27上に吊り下ろせば良いので、上述した従来設置構造で行っていた、仮ピット施工工程、鉄蓋仮設置工程、埋戻工程、復旧工程、再掘削工程、土留設置工程、型枠設置工程、コンクリート打設工程、底板設置工程が不要となる。この結果、消火栓5等の埋設弁の設置が容易かつ短時間に行える。   As described above, according to the present invention, since the base 1 may be hung on the roadbed 27 at the installation site of the buried valves such as the fire hydrant 5 and the gate valve 12, the conventional installation structure described above is used. The temporary pit construction process, iron lid temporary installation process, backfilling process, restoration process, re-excavation process, earth retaining installation process, formwork installation process, concrete placing process, and bottom plate installation process are not required. As a result, it is possible to install the buried valve such as the fire hydrant 5 easily and in a short time.

1:基台
2:ピット載置部
3:リブ
4:溝部
5:消火栓
6:弁開閉操作軸
7:放水口
8:継手管
9:水道管路
10:立ち上げ管
11:コンクリート
12:仕切弁
13:弁開閉操作軸
14:コンクリート
21:消火栓
22:弁開閉操作軸
23:放水口
24:管継手
25:水道管路
26:立ち上げ管
27:路盤
28:コンクリート
29:ピット
30:受枠
31:底板
32:鉄蓋
1: base 2: pit placement part 3: rib 4: groove part 5: fire hydrant 6: valve opening / closing operation shaft 7: water outlet 8: joint pipe 9: water pipe 10: rise pipe 11: concrete 12: gate valve 13: Valve opening / closing operation shaft 14: Concrete 21: Fire hydrant 22: Valve opening / closing operation shaft 23: Water outlet 24: Pipe joint 25: Water pipe 26: Startup pipe 27: Roadbed 28: Concrete 29: Pit 30: Receiving frame 31: Bottom plate 32: Iron lid

Claims (5)

地下に埋設される埋設弁を埋設管路に接続する埋設弁設置構造において、
施工路面下に構築した路盤上に、溝部が高さ方向全長に亘って対向して形成されたピット載置部を有する基台を載置し、前記ピット載置部内に前記溝部を通して継手管を配し、前記継手管と前記埋設管路とを接続し、前記ピット載置部内にコンクリートを打設して、前記基台と前記継手管とを一体化し、ピットにかかる荷重を前記基台を介して路盤に伝達することを特徴とする埋設弁設置構造。
In the buried valve installation structure that connects the buried valve buried underground to the buried pipeline,
A base having a pit mounting portion in which the groove portion is formed to face the entire length in the height direction is placed on the roadbed constructed under the construction road surface, and the joint pipe is inserted through the groove portion in the pit mounting portion. And connecting the joint pipe and the buried pipe line, placing concrete in the pit placement portion, integrating the base and the joint pipe, and applying a load applied to the pit to the base An embedded valve installation structure characterized by transmitting to the roadbed via
前記埋設弁は、消火栓からなり、前記消火栓は、前記継手管に分岐して接続された立ち上げ管に接続されていることを特徴とする、請求項1に記載の埋設弁設置構造。   The buried valve installation structure according to claim 1, wherein the buried valve is formed of a fire hydrant, and the fire hydrant is connected to a rising pipe branched and connected to the joint pipe. 前記埋設弁は、空気弁からなり、前記空気弁は、前記継手管に分岐して接続された立ち上げ管に接続されていることを特徴とする、請求項1に記載の埋設弁設置構造。   The buried valve installation structure according to claim 1, wherein the buried valve is an air valve, and the air valve is connected to a rising pipe that is branched and connected to the joint pipe. 地下に埋設される埋設弁を埋設管路に接続する埋設弁設置構造において、
施工路面下に構築した路盤上に、溝部が高さ方向全長に亘って対向して形成されたピット載置部を有する基台を載置し、前記ピット載置部内に前記溝部を通して前記埋設弁としての仕切弁を配し、前記仕切弁と前記埋設管路とを接続し、前記ピット載置部内にコンクリートを打設して、前記基台と前記仕切弁とを一体化し、ピットにかかる荷重を前記基台を介して路盤に伝達することを特徴とする埋設弁設置構造。
In the buried valve installation structure that connects the buried valve buried underground to the buried pipeline,
A base having a pit placement portion formed with a groove portion facing the entire length in the height direction is placed on a roadbed constructed under a construction road surface, and the buried valve is passed through the groove portion in the pit placement portion. The gate valve is arranged, the gate valve and the buried pipeline are connected, concrete is placed in the pit placement portion, the base and the gate valve are integrated, and the pit is applied. An embedded valve installation structure , wherein a load is transmitted to a roadbed via the base .
前記基台は、金属製であることを特徴する、請求項1から4の何れか1つに記載の埋設弁設置構造。   The embedded valve installation structure according to any one of claims 1 to 4, wherein the base is made of metal.
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