JPH03145A - Nozzle device - Google Patents

Nozzle device

Info

Publication number
JPH03145A
JPH03145A JP31839389A JP31839389A JPH03145A JP H03145 A JPH03145 A JP H03145A JP 31839389 A JP31839389 A JP 31839389A JP 31839389 A JP31839389 A JP 31839389A JP H03145 A JPH03145 A JP H03145A
Authority
JP
Japan
Prior art keywords
road surface
existing
new
nozzle
nozzle device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP31839389A
Other languages
Japanese (ja)
Other versions
JPH0636887B2 (en
Inventor
Mineo Takeuchi
竹内 岑男
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP1318393A priority Critical patent/JPH0636887B2/en
Publication of JPH03145A publication Critical patent/JPH03145A/en
Publication of JPH0636887B2 publication Critical patent/JPH0636887B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Landscapes

  • Road Paving Structures (AREA)
  • Road Repair (AREA)
  • Nozzles (AREA)

Abstract

PURPOSE:To prevent noise from being caused when existing concrete is broken by connecting a nozzle device for new construction to an existing nozzle device and newly overlapping the pavement material for road surface on the old road surface only at the amount which has been made higher by this connection and forming the new road surface. CONSTITUTION:The central part of the top wall 61 of a nozzle main body in an existing snow removing nozzle mouth is cut into a circle by an end mill 52. Both the surrounded part 64 and the built-in material 65 such as an old valve are removed by this circular cutting. A boring stage and a tapping six- cutting stage which are fitted with a nozzle device (a) for new constraction applied in the space formed by this removal are performed by utilizing a drill 53, a tap 54 and the end mill 55. The nozzle device (a) for new construction is introduced into the obtained space 71 in a fitting state by utilization of a tapping hole 68 and a welding means 24. In such a way, the new pavement material for road surface such as concrete and asphalt is overlapped on the existing road surface 73 to form the new road surface 74. As a result, noise and vibration are not caused when the existing concrete is broken.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は主に雪国における路面や屋根等の消雷ノズルと
して用いられるノズル装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a nozzle device used mainly as a lightning extinguishing nozzle for road surfaces, roofs, etc. in snowy regions.

〔従来の技術〕[Conventional technology]

従来、既設の消雷ノズル装置の補修は、消雷ノズル埋設
用コンクリート、アスファルト等舗装材料を削って旧消
雷ノズル全体を取シ除き、代りに新しい消雷ノズルを取
付け、周囲を再びコンクリート、アスファルト等舗装材
料で固定するという全体入れ替え方式で行っていた。
Conventionally, when repairing an existing lightning extinguishing nozzle device, the entire old extinguishing nozzle was removed by scraping the pavement material such as concrete or asphalt for burying the extinguishing nozzle, a new extinguishing nozzle was installed in its place, and the surrounding area was re-concrete, The entire structure was replaced by fixing it with asphalt or other paving material.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

前記従来の技術において述べた全体入れ変え方式で行な
う補修の場合には、コンクリートを毀す時の騒音および
振動が大きく、また給水パイプ側を誤って破損させてし
一!9等の欠陥があった。
In the case of repair using the entire replacement method as described in the prior art, there is a lot of noise and vibration when the concrete is damaged, and the water supply pipe side may be accidentally damaged! There was a defect of 9th grade.

そこで、新しい補修工法、すなわち既設のノズル装置を
連結し、この連結によって高くなった分だけ旧路面の上
に新しくコンクリート、アスファルト等路面舗装材料を
重ねて新路面を形成する工法(以下、差止工法という。
Therefore, a new repair method (hereinafter referred to as injunction) involves connecting the existing nozzle devices and layering new road surface paving materials such as concrete and asphalt on top of the old road surface to compensate for the height increase caused by this connection (hereinafter referred to as injunction). It is called construction method.

)の採用が望しいことが判った。) was found to be desirable.

本発明は前記差止工法の実施に好適な゛新規のノズル装
置を提供することを目的とするものである。
An object of the present invention is to provide a novel nozzle device suitable for implementing the above-mentioned injunction method.

〔課題を解決するための手段〕[Means to solve the problem]

前記目的を達成するために本発明ノズル装置は、下面に
受水口を、上面に散水口を有し且つ受水口と散水口を結
ぶ水路の途中に散水量調節用弁を設けられた新設ノズル
本体と、前記受水口の外に連結された管軸と、管軸の下
端部外用に刻設された既設ノズル本体への連結用雄ネジ
と、新設ノズル本体の外周に設けられた既設ノズル本体
への溶接部とをもつものである。
In order to achieve the above object, the nozzle device of the present invention has a new nozzle body that has a water intake port on the lower surface, a water sprinkling port on the top surface, and a water sprinkling amount adjustment valve provided in the middle of the water channel connecting the water receiving port and the water sprinkling port. and a pipe shaft connected to the outside of the water inlet, a male thread for connection to the existing nozzle body carved outside the lower end of the pipe shaft, and a male thread for connection to the existing nozzle body provided on the outer periphery of the new nozzle body. It has a welded part.

〔実施例〕〔Example〕

第1図および第2図に示す第1実施例は、ドーナツ形状
とされ且つ外周面に0リング(1)を嵌着され更に適宜
個所に上下両端開放の傾斜状散水孔(2)を開設された
蓋体(3)を構成し、この蓋体(3)の内周面に第1雌
ネジ(4)を刻設して轟該第1雌ネジ(4)に、上下両
端部の外周に第1雄ネジ(5)および第2雄ネジ(6)
をまた上端部の内周に第2雌ネジ(7)を夫々有する管
体(8)を第1雌ネジ(4)と第1雄ネジ(5;との螺
着によって連結すると共に管体(8)の中間高さ個所に
内外に連通ずる導水用固定孔(9)を開設し、またこれ
とは別個に上面が閉塞され下面が開放された円筒状を呈
し且つ上半分の外周面に第3雄ネジ(lIが刻設され上
面にドライバー溝αυを有する制水コマ(13を構成し
、この制水コマ(lzを上記管体(8)の中に上方よシ
挿入して第2雌ネジ(7)と第3雄ネジ住〔を螺合させ
、当該制水コマ(lzの周壁部に両端が内外に開口する
導水用可動孔α段を開設し、更にこれ等とは別個に上半
分を太径管とし下半分細径管とされたケースttSを構
成し、このケース晒の細径管部(16)の下半分を受水
口(L7)とし同じく上半分の内周面に第3雌ネジαa
を刻設すると共に当該ケースα9の太径部α1の中に前
記蓋体(3)を上方から挿入して第2雄ネジ(6)を第
3雌ネジ(18に螺合させ且つ当該螺合により蓋体(3
)の外周面と大径部0の開口内周面を対向させ且つこれ
等対向両面間をOリング(1)によシ気密にさせること
によって新設ノズル本体器を構成し、この新設ノズル本
体園における受水口(17)の外に所要の長さの直線管
軸−をパツキン(23にニジ気密にして連結すると共に
当該直線管軸(2℃の下端部の外周に連結用雄ネジQ3
を刻設し、またケース(19の中間高さの外周を既設ノ
ズル本体への溶接部□□□としたものであり、 第3図に示す第2実施例は直線管軸01)を前記第1実
施例のものよシ長くしてケース(151の下端部の外周
を既設ノズル本体への溶接面074)としたものであシ
、 第4図に示す第3実施例は直線管軸I2])としてニッ
プル(ハ)を使用したものである。
The first embodiment shown in FIGS. 1 and 2 has a donut shape, an O-ring (1) is fitted on the outer circumferential surface, and slanted water holes (2) with both upper and lower ends open are opened at appropriate locations. A first female screw (4) is carved into the inner peripheral surface of the lid (3), and the first female screw (4) is attached to the outer periphery of both upper and lower ends. First male screw (5) and second male screw (6)
A tube body (8) having a second female screw (7) on the inner periphery of the upper end is connected to the tube body (8) by screwing the first female screw (4) and the first male screw (5; A fixing hole (9) for water introduction that communicates with the inside and outside is opened at the intermediate height of 8), and separately from this, it has a cylindrical shape with a closed upper surface and an open lower surface, and a hole is formed on the outer peripheral surface of the upper half. This water control piece (13) is formed with 3 male screws (lI) and has a driver groove αυ on the upper surface, and the water control piece (lz) is inserted upward into the tube body (8) and the second female screw is inserted. Screw together the screw (7) and the third male screw housing, open a movable hole α stage for water guiding with both ends opening inward and outward on the peripheral wall of the water control piece (lz), and separate from these, A case ttS is constructed in which half is a large-diameter pipe and the lower half is a small-diameter pipe, and the lower half of the exposed small-diameter pipe part (16) is a water inlet (L7), and a water inlet (L7) is provided on the inner peripheral surface of the upper half. 3 female screw αa
At the same time, the lid (3) is inserted from above into the large diameter part α1 of the case α9, and the second male screw (6) is screwed into the third female screw (18). The lid body (3
) and the inner circumferential surface of the opening of the large diameter part 0 are made to face each other, and the space between these opposing surfaces is made airtight with an O-ring (1), thereby constructing the new nozzle main body. A straight pipe shaft of the required length is connected to the gasket (23) outside the water inlet (17) in an airtight manner, and a connecting male thread Q3 is attached to the outer periphery of the lower end of the straight pipe shaft (2°C).
The case (the outer periphery of the intermediate height of 19 is a welded part to the existing nozzle body, and the second embodiment shown in FIG. 3 has a straight pipe axis 01) is The case is longer than that of the first embodiment (the outer periphery of the lower end of 151 is the welding surface 074 to the existing nozzle body), and the third embodiment shown in FIG. 4 has a linear tube axis I2. ) is used as a nipple (c).

〔作 用〕[For production]

本発明は前記の通シであるので、これを用いて前記差止
工法を行う場合には、 先ず、手押ノ・ンドル01)付き磁性金属板製台盤c3
2の前側の両隅個所および後側の中央個所に上下に貫通
するネジ孔(図示せず)を設け、これ等前側両ネジ孔、
後側ネジ孔に着地膜用ネジ棒(至)(至)′(ロ)を其
の上下両端が台盤GI)の上下両方に買出した状態とし
て螺入し、これ等着地用ネジ棒(至)(至)′(ロ)の
上端にハンドルG四を着脱自在とすると共に台ff1c
33の後縁の両側に搬送用浮輪(至)弼′を取付けるこ
とによシ架台0?)を構成し、台盤03の上に横けた国
を介して前後方向に移動自在として移動止めネジ備付き
サドルG10を装備し、このサドル(4Gの上に回転止
めネジ(4I)付き回転台(43を、この回転台(4り
の上に機台(ハ)を、この機台(ハ)の前面にハンドル
((4)お:びラック機構(図示せず)によ如上下に摺
動するスライドヘット249を、このスライドヘッド(
4つに取付金具(4E9および取付ネジ(47) (4
η′を介して下向きに電気ドリル本体(4&を、この電
気ドリル本体(481の主軸(49)の上端にシャンク
ホルダ艶を夫々設け、当該シャンクホルダ(5@には円
筒の外周および底面に刃6υ1!51)’をもつ天壁切
断用エンドミル62、下穴間は用ドリル153)、タッ
プ(54)およびポーリング用エンドミル(5つを任意
に交換して取付けるようにすると共に上記機台(4■に
於てスライドヘッド(至)の横に同スライドヘッド卿の
上下動量計測用スライドゲージ印を上下移動可能として
設け、 またこれとは別個に取手5′り付きオモリ体6急の一対
を構成し1 、iつて、台盤器の上にオモリ体15gJを載置して使
用する工事用機械59)を構成する。
Since the present invention is the above-mentioned through-hole, when performing the above-mentioned injunction method using this, first, the base plate c3 made of magnetic metal plate with the hand-pushed bolt 01) is installed.
Screw holes (not shown) penetrating vertically are provided at both corners of the front side and at the center of the rear side of 2, and these screw holes on both front sides,
Screw the landing membrane threaded rods (to) (to)' (b) into the rear screw holes with their upper and lower ends aligned with both the top and bottom of the base plate (GI), and )(To)′(B) The handle G4 is removably attached to the upper end and the stand ff1c
By attaching transport floats on both sides of the trailing edge of 33, the frame 0? ), and is equipped with a saddle G10 equipped with a locking screw (4I) so as to be able to move freely in the front and back direction through the country lying on the base plate 03, and a rotating table with a locking screw (4I) on top of this saddle (4G). (43), a machine base (C) on this rotary base (4), a handle (4) on the front of this machine base (C), and a rack mechanism (not shown) that slides up and down. This slide head (
Attach four mounting brackets (4E9 and mounting screws (47) (4
An electric drill body (4 &) is provided downward through η', a shank holder polish is provided on the upper end of the main shaft (49) of this electric drill body (481), and a blade is provided on the outer periphery and bottom of the cylinder on the shank holder (5@). 6υ1!51)' for ceiling wall cutting, a drill for between pilot holes (153), a tap (54), and an end mill for polling (5 can be arbitrarily replaced and installed), and the above-mentioned machine stand (4) ■A slide gauge mark for measuring the vertical movement of the slide head is installed next to the slide head (end) so that it can be moved up and down, and a pair of weight bodies 6 with handles 5' are separately constructed. 1. A construction machine 59) is constructed in which a weight body 15gJ is placed on a base plate.

斯くして、前記工事用機械69)および本発明ノズル装
置(イ)を現場に持って行き、工事用機械5鋳を既設の
消雷ノズル(ロ)の埋設された路面上に置いてオモリ体
ら8を載せ、次いでハンドル(至)を着は替え乍ら用い
て着地膜用ネジ棒(至)口′(2)を廻し、のって、台
盤器の水平向きを調節したのち移動止めネジ09を弛め
てサドルf41を移動する操作、回転止めネジ(41)
を弛めて回転台(4カを廻す操作、回転止めネジ(41
)を締め戻す操作、移動止めネジt3優を締め戻す操作
、ハンドル(ロ)によシミ気ドリル本体(4印の高さを
調節する操作等をなしてシャンクホルダ艶の中心と既設
筒雪ノズル(ロ)の中心を合せ、このシャンクホルダ5
〔に天壁切断用エンドミル62を取付け、当該天壁切断
用エンドミルめの底面刃51)′が既設筒雪ノズル(ロ
)の所定の個所に当たるかどうかをハンドル(44)に
て電気ドリル本体(48)を下降させることによシ確か
め、もしこの時に天壁切断用エンドミルr521の底面
刃617、/が既設筒雪ノズル(c/Jに正確に当って
いない場合にはサドル(40の位置、回転台(42の向
き、ひいては台盤G2の位置を補正し、斯くして天壁切
断用エンドミル52が正確に位置づけされたのち移動止
めネジ031および回転止めネジ(4υの締付を確認す
る。
In this way, the construction machine 69) and the nozzle device (a) of the present invention are brought to the site, and the construction machine 5 is placed on the road surface where the existing lightning extinguishing nozzle (b) is buried, and the weight is removed. 8, then use the handle (to) while changing the position to turn the landing membrane screw rod (to) opening' (2), climb on it, adjust the horizontal orientation of the platform, and then set the movement stopper. Operation to loosen screw 09 and move saddle f41, rotation stopper screw (41)
Loosen the turntable (operation by turning the 4 pieces, turn the rotation stop screw (41)
), tighten the locking screw T3, adjust the height of the drill body (marked 4) to remove stains from the handle (b), and remove the center of the shank holder from the existing pipe nozzle. (b) Align the center of this shank holder 5.
Attach the top wall cutting end mill 62 to the top wall cutting end mill 62, and use the handle (44) to check whether the bottom blade 51)' of the top wall cutting end mill hits the predetermined location of the existing tube snow nozzle (b). 48), and if the bottom blade 617, / of the end mill R521 for ceiling wall cutting does not hit the existing tube snow nozzle (c/J) accurately at this time, lower the saddle (position 40, After correcting the direction of the rotary table (42) and the position of the table G2, and thus accurately positioning the end mill 52 for cutting the ceiling wall, check the tightening of the set screw 031 and the set screw (4υ).

次いで、ハンドル(44)を操作して天壁切断用エンド
ミル52の底面刃61)′を既設筒雪ノズル(ロ)の天
壁C1)の上面に軽く当て、この当っている状態に於て
スライドゲージ6eに上下動操作を加えてそのゼロ点を
基準点(図示せず)に合せ、然るのちハンドル(旬を戻
してエンドミル■の底面刃f511’を既設筒雪ノズル
(ロ)の天壁61Jよυ離し、この離れ状態に於て電気
ドリル本体(481を回転状態とすると共にハンドル(
柵を操作してエンドミル63を下降させ、のって既設筒
雪ノズル(ロ)の天壁(I31)の中央個所を口数水孔
@りを残した状態で円形に切断する。この切断が充分に
なされたかどうかは上記ゼロ合せをなしたスライドゲー
ジら0の目盛でスライドヘッド(4つの下降量を見乍ら
切断の深さが所定寸法に達したことを知る手段によシ確
認する。
Next, operate the handle (44) to lightly touch the bottom blade 61)' of the end mill 52 for cutting the ceiling wall to the top surface of the ceiling wall C1) of the existing tube snow nozzle (B), and slide it in this state. Move the gauge 6e up and down to align its zero point with the reference point (not shown), then return the handle and insert the bottom blade f511' of the end mill ■ into the top wall of the existing tube snow nozzle (b). 61J, and in this separated state, rotate the electric drill body (481) and rotate the handle (
Operate the fence to lower the end mill 63, climb on it, and cut the center of the top wall (I31) of the existing tube snow nozzle (B) into a circular shape, leaving several water holes. Whether or not this cutting has been done sufficiently can be determined by checking the amount of descent of the slide head (four gauges) and checking that the depth of the cut has reached a predetermined dimension by checking the 0 scale of the slide gauge that has been set to zero. confirm.

然るのち、電気ドリル本体(17)を停止させて上方位
置に戻し、天壁切断用エンドミルf53をシャンクホル
ダ5Gよシ外し、上記円形切断によシ囲繞された部分(
財)および旧パルプ等内蔵物田を特殊プライヤーにより
取去する。
Thereafter, the electric drill main body (17) is stopped and returned to the upper position, the end mill f53 for cutting the ceiling wall is removed from the shank holder 5G, and the area surrounded by the circular cutting is cut (
Remove the old pulp and other built-in materials using special pliers.

更に、シャンクホルダ閤に下孔間は用ドリル5Jを取付
け、この下孔間は用ドリル53)を回転および下降させ
て既設筒雪ノズル(ロ)のケース[F]eに於ける底面
の下孔6ηを穿設する。
Furthermore, attach a drill 5J to the shank holder between the pilot holes, and rotate and lower the drill 53) to drill under the bottom of case [F]e of the existing tube snow nozzle (b). A hole 6η is drilled.

次いで、下孔(6ηにタップ54)を用いて連結用雌ネ
ジ(至)を刻設する。この刻設作業はタップ154]を
片手回しの逆転止メ用爪車(図示せず)内蔵型レンチ(
69を利用して回し且つレンチ(69に予め設けられた
短い丸棒ピン閥をシャンクホルダ50)に回転自在に嵌
着して頭ブレを防止してなす。
Next, a female connection thread (to) is carved using a prepared hole (tap 54 at 6η). This engraving work is performed by using a wrench with a built-in ratchet wheel (not shown) for a reversal stopper that can be turned with one hand (tap 154).
The wrench is rotated using the holder 69 and rotatably fitted into the wrench (the short round bar pin provided in advance on the shank holder 50) to prevent the head from wobbling.

然るのち、シャンクホルダElよシタラグ64)および
レンチ(6鵠を外し、当該7ヤンクホルダ60にポーリ
ング用エンドミル69を取付けこのポーリング用エンド
ミル65)を利用して既設筒雪ノズル(ロ)に於ける口
数水孔鏝を含む天壁等部分を切除する。
After that, remove the shank holder El, the seat lug 64) and the wrench (6), attach the polling end mill 69 to the yank holder 60, and use the polling end mill 65) to install the polling nozzle (b). Remove the ceiling wall and other parts including the water hole trowel.

この:うにして既設筒雪ノズル(ロ)の方への加工を完
了する。
This completes the machining for the existing tube snow nozzle (b).

次いで、旧パルプ等内蔵物(65)の取去によって形成
された空間συ内に本考案ノズル装置(イ)における直
線管軸t2υを挿入して連結用雄ネジ(ハ)を連結用雌
ネジ(至)に螺合させ且つ既設筒雪ノズル(c4におけ
る空間συの開口全周縁と新設ノズル本体■のケース(
19の外周全周溶接面Q4)とを気密に溶接することに
よって既設筒雪ノズル(吻の上に本発明1ノズル装置(
イ)を連結したのち既存路面(旧路面)(73の上に新
しくコンクリート、アスファルト等路面舗装材料を重ね
て新路面σ褐を形成して工事を完了する等の用法で供す
るものである。
Next, the straight tube shaft t2υ of the nozzle device (A) of the present invention is inserted into the space συ formed by removing the built-in contents (65) such as the old pulp, and the male connecting screw (C) is connected to the female connecting screw (C). ) and the entire opening edge of the space συ in the existing tube snow nozzle (c4) and the case of the new nozzle body ■ (
By airtightly welding the entire outer circumference welding surface Q4) of No. 19, the nozzle device of the present invention (
A) After connecting the existing road surface (old road surface) (73), new road surface paving materials such as concrete and asphalt are layered on top of the existing road surface (73) to form a new road surface σ brown, and the construction is completed.

第5図に示すフローシートは前記第1実施例のものを用
いて示しているが、第2実施例のものでも第3実施例の
ものでもほぼ同じ工事法である。このことは第3図およ
び第4図において仮想線で示すことでも明らかである。
Although the flow sheet shown in FIG. 5 is based on the first embodiment, the construction method used in the second embodiment and the third embodiment is almost the same. This is also clear from the virtual lines shown in FIGS. 3 and 4.

〔発明の効果〕〔Effect of the invention〕

本発明は前記のように下面に受水口を、上面に散水口を
有し且つ受水口と散水口を結が水路の途中に散水量調節
用弁を設けられた新設ノズル本体と、前記受水口の外に
連結された管軸と、管軸の下端部外周に刻設された既設
ノズル本体への連結用雄ネジと、新設ノズル本体の外周
に設けられた既設ノズル本体への溶接部とをもつことを
特徴とするので、前記作用において述べたような工事手
段で使用すれば芝土工法が可能となるものであって、所
期の目的を完全に達成できる優れた効果を有するもので
ある。
The present invention provides a new nozzle body that has a water inlet on the lower surface and a water sprinkling port on the upper surface as described above, and is provided with a water sprinkling amount adjustment valve in the middle of the water channel connecting the water inlet and the water sprinkling port, and the water receiving port. The tube shaft connected to the outside, the male thread for connection to the existing nozzle body carved on the outer periphery of the lower end of the tube shaft, and the welded part to the existing nozzle body provided on the outer periphery of the new nozzle body. Therefore, if used in the construction method described in the above-mentioned function, it becomes possible to use the turf construction method, and it has an excellent effect that can completely achieve the intended purpose. .

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は第1実施例を示す全体の斜視図、第2図は同じ
く断面図、第3図は第2実施例を示す全体の断面図、第
4図は第3実施例を示す全体の断面図、第5図は工事手
段のフローチャート、第6図は工事手段に用いる工事用
機械を示す正面図、第7図は同じく平面図、第8図は同
じく側面図である。 (1)・・・0リング、(2)・・・散水孔、(3)・
・・蓋体、(4)・・・第1雌ネジ、(5)・・・第1
雄ネジ、(6)・・・第2雄ネジ、(7)・・・第2雌
ネジ、(8)・・・管体、(9)・・・導水用固定孔、
elG・・・第3雄ネジ、aυ・・・ドライバー溝、r
lり・・・制水コマ、(13・・・導水用可動孔、(1
つ・・・ケース、側・・・細径管部、住η・・・受水口
、(1ト・・第3雌ネジ、(1’l・・・、太径部、■
・・・新設ノズル本体、C2υ・・・直線管軸、(22
1・・・パツキン、@・・・連結用雄ネジ、(2)・・
・溶接面、(ハ)・・・ニップル、G1)・・・手押ハ
ンドル、国・・・台盤、(至)(至)′(ロ)・・・着
地脚用ネジ棒、(至)・・・ハンドル、(至)(至)′
・・・浮輪、C37+・・・架台、(至)・・・取手、
G9・・・移動止めネジ、(40・・・サドル、(41
)・・・回転止めネジ、(4り・・・回転台、(43・
・・機台、(44)・・・ハンドル、(45・・・スラ
イドヘッド、(451・・・取付金具、 (47)(4
7)’・・・取付ネジ、(4gl・・・電気ドリル本体
、(491・・・主軸、5■・・・シャンクホルダ、5
1)51)’・・・刃、521・・・エンドミル、■・
・・ドリル、(財)・・・タップ、59・・・エンドミ
ル、60・・・スライドゲージ、6η・・・取手、鏝・
・・オモリ体、69)・・・工事用機掛、6υ・・・天
壁、62・・・旧教水路、(財)・・・切断部分、鑓・
・・旧パルプ等内蔵物、6Q・・・ケース、 (67)
・・・下孔、霞・・・連結用雌ネジ、(69・・・レン
チ、C0・・・丸棒ビン、σ℃・・・空間、σa・・・
旧路面、l74)・・・新路面、ビ)・・・本発明ノズ
ル装置、(ロ)・・・既設消雷ノズル。
1 is an overall perspective view showing the first embodiment, FIG. 2 is a sectional view, FIG. 3 is an overall sectional view showing the second embodiment, and FIG. 4 is an overall sectional view showing the third embodiment. 5 is a flowchart of the construction method, FIG. 6 is a front view showing a construction machine used in the construction method, FIG. 7 is a plan view, and FIG. 8 is a side view. (1)...0 ring, (2)...watering hole, (3)...
... Lid body, (4) ... First female screw, (5) ... First
Male thread, (6)...Second male thread, (7)...Second female thread, (8)...Pipe body, (9)...Fixing hole for water conduction,
elG...Third male screw, aυ...Driver groove, r
lri...water control piece, (13...movable hole for water introduction, (1
1...Case, Side...Small diameter pipe part, Housing η...Water port, (1T...3rd female screw, (1'l..., Large diameter part, ■
...New nozzle body, C2υ...Linear tube axis, (22
1...Packskin @...Male screw for connection, (2)...
・Welding surface, (c)...nipple, G1)...hand handle, country...pedestal, (to) (to)' (b)...threaded rod for landing leg, (to) ...handle, (to) (to)'
...buoy, C37+...stand, (to)...handle,
G9...Movement set screw, (40...Saddle, (41)
)...rotation stop screw, (4ri...rotation table, (43.
... Machine base, (44) ... Handle, (45 ... Slide head, (451 ... Mounting bracket, (47) (4
7)'...Mounting screw, (4gl...Electric drill body, (491...Main shaft, 5■...Shank holder, 5
1) 51)'...Blade, 521...End mill,■・
...Drill, (Incorporated)...Tap, 59...End mill, 60...Slide gauge, 6η...Handle, Trowel...
... Weight body, 69) ... Construction equipment rack, 6υ ... Ceiling wall, 62 ... Former church canal, (Foundation) ... Cutting part, hammer, etc.
・・Built-in contents such as old pulp, 6Q・・Case, (67)
... pilot hole, haze ... female screw for connection, (69 ... wrench, C0 ... round bar bottle, σ℃ ... space, σa ...
Old road surface, l74)... New road surface, B)... Nozzle device of the present invention, (B)... Existing lightning extinguishing nozzle.

Claims (1)

【特許請求の範囲】[Claims] 下面に受水口を、上面に散水口を有し且つ受水口と散水
口を結ぶ水路の途中に散水量調節用弁を設けられた新設
ノズル本体と、前記受水口の外に連結された管軸と、管
軸の下端部外周に刻設された既設ノズル本体への連結用
雄ネジと、新設ノズル本体の外周に設けられた既設ノズ
ル本体への溶接部とをもつことを特徴とするノズル装置
A new nozzle body that has a water inlet on the lower surface and a water sprinkling port on the upper surface, and is equipped with a water sprinkling amount adjustment valve in the middle of the water channel connecting the water receiving port and the water sprinkling port, and a pipe shaft connected to the outside of the water receiving port. A nozzle device characterized in that it has a male thread for connection to the existing nozzle body carved on the outer periphery of the lower end of the tube shaft, and a welded part to the existing nozzle body provided on the outer periphery of the new nozzle body. .
JP1318393A 1989-12-07 1989-12-07 Nozzle device and repair method for snow-melting nozzle using the same Expired - Fee Related JPH0636887B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1318393A JPH0636887B2 (en) 1989-12-07 1989-12-07 Nozzle device and repair method for snow-melting nozzle using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1318393A JPH0636887B2 (en) 1989-12-07 1989-12-07 Nozzle device and repair method for snow-melting nozzle using the same

Publications (2)

Publication Number Publication Date
JPH03145A true JPH03145A (en) 1991-01-07
JPH0636887B2 JPH0636887B2 (en) 1994-05-18

Family

ID=18098653

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1318393A Expired - Fee Related JPH0636887B2 (en) 1989-12-07 1989-12-07 Nozzle device and repair method for snow-melting nozzle using the same

Country Status (1)

Country Link
JP (1) JPH0636887B2 (en)

Also Published As

Publication number Publication date
JPH0636887B2 (en) 1994-05-18

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