JP2503234Y2 - Refueling pit with telescope mechanism - Google Patents

Refueling pit with telescope mechanism

Info

Publication number
JP2503234Y2
JP2503234Y2 JP1990403993U JP40399390U JP2503234Y2 JP 2503234 Y2 JP2503234 Y2 JP 2503234Y2 JP 1990403993 U JP1990403993 U JP 1990403993U JP 40399390 U JP40399390 U JP 40399390U JP 2503234 Y2 JP2503234 Y2 JP 2503234Y2
Authority
JP
Japan
Prior art keywords
pit
case
pavement
refueling
lift
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.)
Expired - Lifetime
Application number
JP1990403993U
Other languages
Japanese (ja)
Other versions
JPH0612399U (en
Inventor
国夫 小林
功 武石
Original Assignee
株式会社大原鉄工所
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 株式会社大原鉄工所 filed Critical 株式会社大原鉄工所
Priority to JP1990403993U priority Critical patent/JP2503234Y2/en
Publication of JPH0612399U publication Critical patent/JPH0612399U/en
Application granted granted Critical
Publication of JP2503234Y2 publication Critical patent/JP2503234Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案は、地盤沈下した舗装盤の
リフトアップに追従できるテレスコープ機構を有する給
油ピットに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a refueling pit having a telescope mechanism capable of following lift-up of a submerged pavement.

【0002】[0002]

【従来の技術及び考案が解決しようとする課題】従来、
空港のように多数の給油ピットを地面下に設置するとこ
ろにおいては、給油ピットの設置位置が温度変化や地盤
変動により変位した場合この変位を修正すべく設置位置
及び給油ピット内の給油装置(給油管)を再調整しなけれ
ばならない。
[Prior Art and Problems to be Solved by the Invention]
When installing many refueling pits under the ground like an airport, if the refueling pit installation position is displaced due to temperature changes or ground fluctuations, the installation position and the refueling device in the refueling pit should be adjusted to correct this displacement. Tube) must be readjusted.

【0003】この再調整は、一般的には地盤上に形成さ
れた舗装盤上に重ねて舗装するとともに給油装置の上部
に継ぎ管をしたり、又は給油ピットを掘り出しその設置
位置の再調整したりしなければならず、非常に手間がか
かるという欠点がある。
This readjustment is generally carried out by paving on a pavement formed on the ground and connecting a pipe at the upper part of the fueling device, or by digging out a fueling pit to readjust its installation position. However, there is a drawback that it is very troublesome.

【0004】本考案はこのような欠点を解決したもの
で、地盤変動が非常に大きく、沈下した舗装面をリフト
アップする際に変形したり破断したりせずに追従する機
構を有する給油ピットを提案するものである。
The present invention solves such a drawback, and the ground fluctuation is very large, and a refueling pit having a mechanism for following up without deforming or breaking when lifting a submerged pavement surface is lifted. It is a proposal.

【0005】[0005]

【課題を解決するための手段】添付図面を参照して本考
案の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0006】給油装置10を内装したピットケース11を上
下に分断して上部ケース12と下部ケース13を形成し、こ
の上部ケース12と下部ケース13との連設部に水と接触し
た際、体積膨張する止水材16を設け、上部ケース12を下
地盤1”の上方に形成され所定の大きさに区画された舗
装盤1’に埋設固定し、下部ケース13を下地盤1”に埋
設固定し、前記舗装盤1’の適宜な位置に当該舗装盤
1’を引き上げるリフトアップ部3を設けたことを特徴
とするテレスコープ機構を有する給油ピットに係るもの
である。
The pit case 11 having the refueling device 10 inside is divided into upper and lower parts to form an upper case 12 and a lower case 13, and when the connecting portion of the upper case 12 and the lower case 13 comes into contact with water, the volume is increased. Providing an expanding water blocking material 16, the upper case 12 is embedded and fixed in the paving board 1'formed above the base board 1 "and divided into a predetermined size, and the lower case 13 is embedded and fixed in the base board 1". However, the present invention relates to a fueling pit having a telescopic mechanism characterized in that a lift-up portion 3 for lifting the pavement 1'is provided at an appropriate position on the pavement 1 '.

【0007】[0007]

【作用】地盤1に大きな沈下や陥没が生じたとき舗装盤
1'のリフトアップ部3に例えばリフトアップジャッキ
aを連設して該舗装盤1’を所定の高さまで持ち上げ
る。ピットケース11は上下に分断され、夫々上部ケース
12は舗装盤1'に、下部ケース13は下地盤1"に埋設固定
されているから、下部ケース13に対して上部ケース12が
引き上げられ、ピットケース11は伸長される。
When a large subsidence or depression occurs in the ground 1, for example, a lift-up jack a is connected to the lift-up section 3 of the pavement 1'to lift the pavement 1'to a predetermined height. Pit case 11 is divided into upper and lower parts, and the upper case
Since 12 is embedded and fixed in the pavement 1'and the lower case 13 is embedded in the base 1 ", the upper case 12 is pulled up with respect to the lower case 13 and the pit case 11 is extended.

【0008】[0008]

【実施例】図面は、空港の滑走路に本考案に係る給油ピ
ットを採用した場合であり、以下に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show the case where a fueling pit according to the present invention is adopted on an airport runway, which will be described below.

【0009】滑走路の所定広さの区画内に給油装置10と
ピットケース11とから成る1つの給油ピットを設ける。
各区画ごとの地盤1の構造は舗装盤1'と下地盤1"とに
区分されている。
One refueling pit including a refueling device 10 and a pit case 11 is provided in a section of the runway having a predetermined size.
The structure of the ground 1 for each section is divided into a pavement 1'and a foundation 1 ".

【0010】ある区画の地盤1が大きく沈下した場合に
は図3に示すように舗装盤1’のリフトアップ部3にリ
フトアップジャッキaを連設し、該沈下した舗装盤1'
を所定の高さに持ち上げ,舗装盤1'と下地盤1"の間隙
2に補修材2'を補充し、地盤1を嵩上げする。
When the ground 1 of a certain section largely sinks, as shown in FIG. 3, a lift-up jack a is continuously provided to the lift-up portion 3 of the pavement 1'and the submerged pavement 1 '
Is raised to a predetermined height, the repair material 2 ′ is replenished in the gap 2 between the pavement 1 ′ and the foundation 1 ″, and the ground 1 is raised.

【0011】図面のリフトアップ部3は、予め舗装盤
1'に埋め込んだジャッキ取付螺筒出ある。
The lift-up portion 3 shown in the drawing has a jack mounting screw tube that is embedded in the pavement 1'in advance.

【0012】尚、符号4は継合螺筒、5は油圧シリンダ
ー、6は油圧ピストンである。
Reference numeral 4 is a joint screw cylinder, 5 is a hydraulic cylinder, and 6 is a hydraulic piston.

【0013】作業に当たってはジャッキ取付螺筒中に台
座7をセットし、スペーサー8を入れ、油圧ピストン6
をスペーサー8の上部に当接し、油圧操作により1つの
区画の地盤1に設置された多数のリフトアップジャッキ
aを同時に作動させて地盤1の舗装盤1'を指示針9に
より上昇度を確認し乍ら所定の高さにリフトアップす
る。
In working, the pedestal 7 is set in the jack mounting screw cylinder, the spacer 8 is inserted, and the hydraulic piston 6 is inserted.
Is contacted with the upper part of the spacer 8 and a large number of lift-up jacks a installed on the ground 1 of one section are simultaneously operated by hydraulic operation to check the degree of rise of the pavement 1'of the ground 1 with the pointer 9. Lift up to the desired height.

【0014】上部ケース12は開口部に係止鍔17が下部に
被嵌部12’が形成された筒状部材であり、また、ケース
13は上部に径小部13’が形成された筒状部材であり、こ
の径小部13’に上部ケース12の被嵌部12’が間隔Lの空
隙14を介して被嵌され、この空隙14には上下に止水材16
が配設され、この止水材16の間には弾性部材としての充
填材15が配設される。この止水材16及び充填材15につい
て詳述する。
The upper case 12 is a tubular member having a locking flange 17 at the opening and a fitted portion 12 'formed at the lower part.
Reference numeral 13 is a tubular member having a small diameter portion 13 'formed on the upper portion thereof, and the fitting portion 12' of the upper case 12 is fitted into the small diameter portion 13 'via a space 14 having a space L. Water stop material 16 on the top and bottom
The filler 15 as an elastic member is disposed between the water stop members 16. The water blocking material 16 and the filling material 15 will be described in detail.

【0015】図1の止水材16はダブルリップ型の成形ゴ
ムである。このゴムは水と接触すると体積膨張し確実な
防水効果を果たすもので地盤1よりピットケース11に水
が侵入することを防ぐとともに地盤沈下やそれをリフト
アップするときの上部ケース12と下部ケース13の芯違
い,角度変化など双方の継合位置の変化に適応し得るも
のであり、また、補修材2'がピットケース11内へ侵入
することを防止している。
The waterproof material 16 in FIG. 1 is a double-lip type molded rubber. This rubber expands its volume when it comes into contact with water and has a reliable waterproofing effect. It prevents water from entering the pit case 11 from the ground 1 and lowers the upper case 12 and the lower case 13 when subsiding the ground or lifting it. It is possible to adapt to changes in the joining positions of both, such as misalignment and change in angle, and prevent the repair material 2'from entering the pit case 11.

【0016】充填材15は角型リング状のスポンジゴムの
弾性シール材で、上,下の止水材16の間に嵌入して上記
の変化に適応させるとともに補修材2'の浸入防止効果,
防水効果を確実にしている。
The filling material 15 is an elastic sealing material made of sponge rubber in the shape of a square ring, and is fitted between the upper and lower water blocking materials 16 to adapt to the above-mentioned change and prevent the repair material 2'from entering.
Ensures waterproof effect.

【0017】図4は舗装盤1'をリフトアップジャッキ
aによりリフトアップした状態を図示したもので、舗装
盤1'と下地盤1"とは離反するが、その間隙2に新しく
補修材2'(コンクリートモルタルなど)を詰入するこ
とにより両者の位置は維持される。
FIG. 4 shows a state where the pavement board 1'is lifted up by the lift-up jack a. The pavement board 1'and the base board 1 "are separated from each other, but a new repair material 2'is provided in the gap 2 between them. The positions of both are maintained by packing (concrete mortar, etc.).

【0018】図中符号18は注油用開閉蓋,19はピットケ
ース蓋,20は固定ボルト,21・22は舗装盤1'に上部ケー
ス12を係止するリブ板と係止杆,23は連結鎖,24は給油バ
ルブ部,25は取付台盤,26は据付安定盤,27はシール材,28
は注油立ち上がり管,29は配油管,30は台座7を受ける受
体である。
In the figure, reference numeral 18 is an opening / closing lid for lubrication, 19 is a pit case lid, 20 is a fixing bolt, 21 and 22 are rib plates and locking rods that lock the upper case 12 to the pavement 1 ', and 23 are connected. Chain, 24 is a refueling valve part, 25 is a mounting base, 26 is an installation stabilizing board, 27 is a sealing material, 28
Is an oil supply riser pipe, 29 is an oil distribution pipe, and 30 is a receiver for receiving the pedestal 7.

【0019】[0019]

【考案の効果】本考案は上述のように構成したから地盤
沈下したとき、その区画を例えばリフトアップジャッキ
により嵩上げしてもピットケースは勿論給油装置が変形
したり,破損したりすることのない実用上秀れたテレス
コープ機構を有する給油ピットとなる。
[Effects of the Invention] Since the present invention is constructed as described above, when the ground is submerged, the refueling device as well as the pit case is not deformed or damaged even if the section is raised by, for example, a lift-up jack. The refueling pit has a telescope mechanism that is excellent in practical use.

【図面の簡単な説明】[Brief description of drawings]

【図1】本実施例の縦断正面図である。FIG. 1 is a vertical sectional front view of the present embodiment.

【図2】本実施例のリフトアップジャッキ使用状態を示
す平面図である。
FIG. 2 is a plan view showing a usage state of a lift-up jack of the present embodiment.

【図3】本実施例のリフトアップジャッキ使用状態を示
す縦断面図である。
FIG. 3 is a vertical cross-sectional view showing a usage state of a lift-up jack of the present embodiment.

【図4】本実施例のピットケースが伸長した状態を示す
要部の断面図である。
FIG. 4 is a sectional view of an essential part showing a state in which a pit case of the present embodiment is extended.

【符号の説明】[Explanation of symbols]

1’ 舗装盤 1” 地下盤 3 リフトアップ部 10 給油装置 11 ピットケース 12 上部ケース 13 下部ケース 16 止水材 1'Pavement 1 "Underground 3 Lift-up part 10 Refueling device 11 Pit case 12 Upper case 13 Lower case 16 Water stop material

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E02D 29/12 E02D 29/12 Z ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display location E02D 29/12 E02D 29/12 Z

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】 給油装置10を内装したピットケース11を
上下に分断して上部ケース12と下部ケース13を形成し、
この上部ケース12と下部ケース13との連設部に水と接触
した際、体積膨張する止水材16を設け、上部ケース12を
下地盤1”の上方に形成され所定の大きさに区画された
舗装盤1’に埋設固定し、下部ケース13を下地盤1”に
埋設固定し、前記舗装盤1’の適宜な位置に当該舗装盤
1’を引き上げるリフトアップ部3を設けたことを特徴
とするテレスコープ機構を有する給油ピット。
1. An upper case 12 and a lower case 13 are formed by vertically dividing a pit case 11 having a refueling device 10 therein,
A water-blocking material 16 that expands in volume when contacted with water is provided at the connecting portion between the upper case 12 and the lower case 13, and the upper case 12 is formed above the base plate 1 ″ and partitioned into a predetermined size. It is fixed to the pavement board 1'by embedding, and the lower case 13 is embedded and fixed on the base board 1 ", and a lift-up part 3 for raising the pavement board 1'is provided at an appropriate position of the pavement board 1 '. Refueling pit with a telescope mechanism.
JP1990403993U 1990-12-20 1990-12-20 Refueling pit with telescope mechanism Expired - Lifetime JP2503234Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990403993U JP2503234Y2 (en) 1990-12-20 1990-12-20 Refueling pit with telescope mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990403993U JP2503234Y2 (en) 1990-12-20 1990-12-20 Refueling pit with telescope mechanism

Publications (2)

Publication Number Publication Date
JPH0612399U JPH0612399U (en) 1994-02-15
JP2503234Y2 true JP2503234Y2 (en) 1996-06-26

Family

ID=18513693

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990403993U Expired - Lifetime JP2503234Y2 (en) 1990-12-20 1990-12-20 Refueling pit with telescope mechanism

Country Status (1)

Country Link
JP (1) JP2503234Y2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6011977U (en) * 1983-07-06 1985-01-26 株式会社 ニフコ Latsuchi
IT1212906B (en) * 1983-12-15 1989-11-30 Cutore Gaetano EXTENDABLE CYLINDER AND PISTON COMPLEX SUITABLE TO SUPPORT A PLATFORM, VERTICALLY MOBILE, CARRYING A DISTRIBUTION APPARATUS AND CONVEYING TO IT A LIQUID UNDER PRESSURE FROM A FIXED TANK BELOW
JPS61169504A (en) * 1985-01-24 1986-07-31 ピ−・エス・コンクリ−ト株式会社 Leveling repairing method of prestressed concrete paved roadand prestressed concrete paving board used

Also Published As

Publication number Publication date
JPH0612399U (en) 1994-02-15

Similar Documents

Publication Publication Date Title
US6923599B2 (en) In-ground lifting system and method
US20070081857A1 (en) Four parts manhole enabling an easy install and height adjustment
US5318376A (en) Manhole frame
PL201291B1 (en) Device for compensating relative vertical displacements between ground surfaces and sealing mechanisms with a frame, for built-in structures, and auxiliary device for the same
CN110185044B (en) Foundation pit side wall stress adjustment system for deep unstable stratum
EP3012375A1 (en) A method for installing a manhole
JP2503234Y2 (en) Refueling pit with telescope mechanism
CN210395439U (en) Settlement compensation device
KR101157643B1 (en) Manhole height adjustment implement and manhole construction method
RU2057845C1 (en) Method for installation of marine stationary platform with flat bottom and marine stationary platform
EP3394346B1 (en) Adapter
CN2136274Y (en) Antisettling combined manhole cover
KR200167817Y1 (en) A positioning device for manhole cover
CN216865250U (en) Height-adjustable pipe shaft
US2842208A (en) Spring mounted vertical pump support
CN218757838U (en) Structure for preventing surrounding pavement of urban road drainage inspection well from sinking
CN209670021U (en) A kind of rain foul water system
CN218380961U (en) Abutment butt strap
KR102172586B1 (en) A bridge including connecting slab capable of coping with subsidence
CN112302683B (en) Model manufacturing method for simulating shield segment wall post-grouting defect
KR100517130B1 (en) Cap rising type water valve
CN212224160U (en) Can regulate and control lower well lid of capping height
KR102377509B1 (en) Plastic Handhole For Height Adjustment
JP4161449B2 (en) Underwater foundation structure and construction method of underwater foundation structure
JPS6011977Y2 (en) Ground subsidence tracking method

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term