JPH0220274Y2 - - Google Patents

Info

Publication number
JPH0220274Y2
JPH0220274Y2 JP1090784U JP1090784U JPH0220274Y2 JP H0220274 Y2 JPH0220274 Y2 JP H0220274Y2 JP 1090784 U JP1090784 U JP 1090784U JP 1090784 U JP1090784 U JP 1090784U JP H0220274 Y2 JPH0220274 Y2 JP H0220274Y2
Authority
JP
Japan
Prior art keywords
bolt
frame
hole
underground
engagement
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
Application number
JP1090784U
Other languages
Japanese (ja)
Other versions
JPS60126539U (en
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 filed Critical
Priority to JP1090784U priority Critical patent/JPS60126539U/en
Publication of JPS60126539U publication Critical patent/JPS60126539U/en
Application granted granted Critical
Publication of JPH0220274Y2 publication Critical patent/JPH0220274Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は人孔鉄蓋や特殊人孔鉄蓋、消火栓鉄
蓋、制水弁鉄蓋その他各種の蓋体を備えた地下埋
設物の嵩上げ構造に関するものである。
[Detailed Description of the Invention] The present invention relates to a raised structure for an underground underground facility equipped with a manhole iron cover, a special manhole iron cover, a fire hydrant iron cover, a water control valve iron cover, and various other types of cover bodies.

本考案の目的は、地下埋設物の下桝とその蓋体
を受ける枠体との間に嵩上げ用スペーサを介在さ
せることにより、高さの微調整や道路の勾配等に
適合させた工事が行なえる地下埋設物の嵩上げ構
造を提供することにある。
The purpose of this invention is to interpose a raising spacer between the lower trench of an underground object and the frame that receives its lid, thereby making it possible to fine-tune the height and perform construction work that adapts to the slope of the road. The object of the present invention is to provide a structure for raising the height of underground objects.

即ち本考案は地下埋設物の蓋体1を受ける枠体
2と、該枠体2を取付ける下桝3との間に1個又
は2個以上のスペーサ4,4…を介装して成り、
各スペーサ4,4…に下桝3に設けられた係合溝
5及び下位のスペーサ4の係合凹部6に係合する
係合突起7と、固定用ボルト8の挿通孔9を設
け、枠体2及び下桝3の各鍔部2′,3′の所定位
置に前記ボルト8を挿通する貫通孔11,12を
設けるとともに、下桝3の貫通孔12に前記ボル
ト8と螺合するナツト10を埋設したことを特徴
とする地下埋設物の嵩上げ構造である。
That is, in the present invention, one or more spacers 4, 4, etc. are interposed between a frame body 2 for receiving a cover body 1 of an underground buried object, and a lower chamber 3 to which the frame body 2 is attached,
Each spacer 4, 4... is provided with an engagement protrusion 7 that engages with the engagement groove 5 provided in the lower box 3 and the engagement recess 6 of the lower spacer 4, and an insertion hole 9 for the fixing bolt 8, and the frame Through holes 11 and 12 through which the bolts 8 are inserted are provided at predetermined positions in the flanges 2' and 3' of the body 2 and the lower shell 3, and nuts are screwed into the through holes 12 of the lower shell 3 to be screwed into the bolts 8. This is a raised structure for an underground object characterized by the fact that 10 is buried therein.

以下本考案を図示の実施例により説明すると、
1は地下埋設物の蓋体で、実施例のものは消火栓
鉄蓋を対象としており角型の鉄蓋を対角線で二分
した所謂三点支持型三角蓋である。2はその蓋体
1を直接受ける受枠、また13は嵩上げ枠で受枠
2の上に重ねられる。前記受枠2及び嵩上げ枠1
3共本考案の枠体に含まれる。3はその受枠2を
取付ける下桝、4はそれらの間に介装されるスペ
ーサを示す。スペーサ4は下桝3の隅部に2箇所
づつ設けられた係合溝5,5に係合する下向きの
係合突起7を有し、この係合突起7の上面は上位
のスペーサ4の係合突起7と係合する係合凹部6
になつている。8は固定用ボルト、9はその挿通
孔で、受枠2と下桝3の各鍔部2′,3′にもボル
ト8の貫通孔11,12が設けてある。10はイ
ンサート・ナツトで、このナツト10は両端にフ
ランジを有する筒状を有し下桝3のボルト貫通孔
12の下部開口12′側に一体に埋設してある
(第4図参照)。また図中、14は受枠2の内縁に
突設した複数個の固定片、15は各固定片14に
設けた小孔、16は嵩上げ枠13の内縁に突設し
た複数個の固定片、17は各固定片16に設けた
小孔を示し、両小孔15,17は受枠2と嵩上げ
枠13を重ねた状態で一致する。18は両小孔1
5,17に通し、両枠2,13を結合するボル
ト、19はそのナツト、20,21は両枠2,1
3に夫々設けた係合脚、を示す。尚以上の構成に
於いて、地下埋設物の下桝3が角型である必要は
なく、また蓋体1も鉄蓋である必要はない。
The present invention will be explained below with reference to illustrated embodiments.
Reference numeral 1 designates a lid for an underground underground object, and the example is a so-called triangular three-point support type lid, which is intended for use as an iron lid for a fire hydrant, and is a square iron lid divided into two diagonally. 2 is a receiving frame that directly receives the lid body 1, and 13 is a raising frame that is stacked on top of the receiving frame 2. The receiving frame 2 and the raising frame 1
All three are included in the framework of the present invention. Reference numeral 3 indicates a lower box to which the receiving frame 2 is attached, and reference numeral 4 indicates a spacer interposed between them. The spacer 4 has downward engaging protrusions 7 that engage with the engaging grooves 5 and 5 provided at two corners of the lower chamber 3, and the upper surface of the engaging protrusions 7 engages with the upper spacer 4. Engagement recess 6 that engages with engagement projection 7
It's getting old. Reference numeral 8 denotes a fixing bolt, 9 a through hole for the bolt, and through holes 11 and 12 for the bolt 8 are also provided in each of the flanges 2' and 3' of the receiving frame 2 and the lower box 3. Reference numeral 10 designates an insert nut, which has a cylindrical shape with flanges at both ends and is embedded integrally on the lower opening 12' side of the bolt through hole 12 of the lower shell 3 (see FIG. 4). Further, in the figure, 14 is a plurality of fixing pieces protruding from the inner edge of the receiving frame 2, 15 is a small hole provided in each fixing piece 14, 16 is a plurality of fixing pieces protruding from the inner edge of the raising frame 13, 17 indicates a small hole provided in each fixing piece 16, and both small holes 15 and 17 match when the receiving frame 2 and the raising frame 13 are overlapped. 18 is both small holes 1
5 and 17 to connect both frames 2 and 13, 19 is its nut, 20 and 21 are both frames 2 and 1
3 shows the engaging legs provided respectively. In the above configuration, the lower chamber 3 of the underground object does not need to be square, and the lid 1 does not need to be an iron lid.

上記の嵩上げ構造により、蓋体1の位置、高さ
を調整するには、例えば第2図に示す如く、地下
埋設物が埋設された路面等の傾斜に適合させる場
合は図中右方の隅部に夫々必要な枚数のスペーサ
4,4…を介装した上で四隅を固定用ボルト8に
より下桝3に一体に埋込まれているインサート・
ナツト12に締付ければ良く、締付けまでの間下
桝3とスペーサ4は係合溝5或いは係合凹部6及
び係合突起7により嵌合しているのでずれが防止
される。以上の操作をスペーサ4の枚数の調節、
例えば一隅部に1枚、対角部に3枚、間の対向隅
部に各2枚というように複雑な調節により、様々
な路面、地盤変化に対応することが可能である。
また、道路等に設置後嵩上げが必要なときは、使
用中の受枠2に嵩上げ枠13を重ね受枠2とボル
ト18により結合することにより受枠2を掘り起
すことなく嵩上げ可能であり(第3図)、これに
前述のスペーサ4,4…を組合せ、より柔軟な施
工が行なえる。
To adjust the position and height of the lid body 1 using the above-mentioned raised structure, for example, as shown in Figure 2, when adjusting the position and height of the lid body 1 to suit the slope of the road surface where underground objects are buried, the right corner of the figure should be adjusted. The inserts are integrally embedded in the lower basin 3 with fixing bolts 8 at the four corners after inserting the required number of spacers 4, 4, etc. in each section.
It is sufficient to tighten the nut 12, and until the lower box 3 and the spacer 4 are tightened, they are fitted into each other through the engagement groove 5 or the engagement recess 6 and the engagement protrusion 7, so that displacement is prevented. Adjust the number of spacers 4 by performing the above operations.
For example, it is possible to respond to various road surfaces and ground changes by making complex adjustments such as one sheet at one corner, three sheets at the diagonal corner, and two sheets at each corner in between.
Furthermore, when it is necessary to raise the height after installation on a road, etc., by stacking the raising frame 13 on the receiving frame 2 in use and connecting it to the receiving frame 2 with bolts 18, it is possible to raise the height without digging up the receiving frame 2 (see Fig. 3). ), this can be combined with the above-mentioned spacers 4, 4, . . . for more flexible construction.

従つて本考案によれば、枠体2と下桝3との間
にスペーサ4,4…を必要枚数だけ介装すること
により蓋体1が設置される路面、地盤等の傾斜、
高さに適合させることができ、その際スペーサ4
を小片状とし、下桝3等との係合構造及びボルト
緊締構造を有するので、目的とする施工を正確か
つ迅速に行なうことができる効果があり、しかも
固定用ボルト8の貫通孔11,12を枠体2及び
下桝3の各鍔部2′,3′に貫設したので土砂や小
石がそこに入つても下部開口12′より下に落ち
るから詰まる虞れがなく、また下桝3の通孔12
にインサート・ナツト10を埋設したためボルト
締め作業の用意はもとより仮に長過ぎるボルトを
使用しても確実に緊締できる特徴がある。
Therefore, according to the present invention, by interposing the necessary number of spacers 4, 4, .
height can be adapted, with spacers 4
is in the form of a small piece and has a structure for engaging with the lower pipe 3, etc., and a bolt tightening structure, so that the desired construction can be carried out accurately and quickly. 12 is provided through each of the flanges 2' and 3' of the frame 2 and the lower basin 3, so even if dirt or pebbles enter there, they will fall below the lower opening 12', so there is no risk of clogging. 3 through hole 12
Since the insert nut 10 is buried in the bolt, it is possible not only to prepare for bolt tightening work but also to be able to tighten the bolt reliably even if a bolt is too long.

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

図は本考案に係る地下埋設物の嵩上げ構造を示
すもので第1図は分解斜視図、第2図、第3図は
本考案による作用を説明する断面図、第4図は要
部拡大断面図である。 1……蓋体、2……枠体、3……下桝、2′,
3′……鍔部、4……スペーサ、5……係合溝、
6……係合凹部、7……係合突起、8……固定用
ボルト、9……挿通孔、10……インサート・ナ
ツト、11,12……貫通孔。
The figures show the elevated structure of underground buried objects according to the present invention. Figure 1 is an exploded perspective view, Figures 2 and 3 are cross-sectional views explaining the action of the present invention, and Figure 4 is an enlarged cross-section of the main parts. It is a diagram. 1... Lid body, 2... Frame body, 3... Lower basin, 2',
3'... Flange portion, 4... Spacer, 5... Engagement groove,
6... Engagement recess, 7... Engagement protrusion, 8... Fixing bolt, 9... Insertion hole, 10... Insert nut, 11, 12... Through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地下埋設物の蓋体1を受ける枠体2と、該枠体
2を取付ける下桝3との間に1個又は2個以上の
スペーサ4,4…を介装して成り、各スペーサ
4,4…に下桝3に設けられた係合溝5及び下位
のスペーサ4の係合凹部6に係合する係合突起7
と、固定用ボルト8の挿通孔9を設け、枠体2及
び下桝3の各鍔部2′,3′の所定位置に前記ボル
ト8を挿通する貫通孔11,12を設けるととも
に、下桝3の貫通孔12に前記ボルト8と螺合す
るナツト10を埋設したことを特徴とする地下埋
設物の嵩上げ構造。
One or more spacers 4, 4, . 4... an engagement protrusion 7 that engages with the engagement groove 5 provided in the lower chamber 3 and the engagement recess 6 of the lower spacer 4;
A through hole 9 is provided for the fixing bolt 8, and through holes 11 and 12 are provided at predetermined positions in each of the flanges 2' and 3' of the frame 2 and the lower chute 3, and through holes 11 and 12 are provided through which the bolt 8 is inserted. 3. A raised structure for an underground object, characterized in that a nut 10 screwed into the bolt 8 is buried in the through hole 12 of No. 3.
JP1090784U 1984-01-28 1984-01-28 Raised structure for underground objects Granted JPS60126539U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1090784U JPS60126539U (en) 1984-01-28 1984-01-28 Raised structure for underground objects

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1090784U JPS60126539U (en) 1984-01-28 1984-01-28 Raised structure for underground objects

Publications (2)

Publication Number Publication Date
JPS60126539U JPS60126539U (en) 1985-08-26
JPH0220274Y2 true JPH0220274Y2 (en) 1990-06-04

Family

ID=30492524

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1090784U Granted JPS60126539U (en) 1984-01-28 1984-01-28 Raised structure for underground objects

Country Status (1)

Country Link
JP (1) JPS60126539U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0617872Y2 (en) * 1987-02-09 1994-05-11 横須賀市 Frame receiving structure for lids for underground structures

Also Published As

Publication number Publication date
JPS60126539U (en) 1985-08-26

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