JPH1060932A - Manhole cover receiver frame - Google Patents

Manhole cover receiver frame

Info

Publication number
JPH1060932A
JPH1060932A JP8242442A JP24244296A JPH1060932A JP H1060932 A JPH1060932 A JP H1060932A JP 8242442 A JP8242442 A JP 8242442A JP 24244296 A JP24244296 A JP 24244296A JP H1060932 A JPH1060932 A JP H1060932A
Authority
JP
Japan
Prior art keywords
receiving frame
bolt
manhole cover
jacking
manhole
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.)
Pending
Application number
JP8242442A
Other languages
Japanese (ja)
Inventor
Masaru Fukuhara
勝 福原
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.)
Fukuhara Imono Seisakusho KK
Original Assignee
Fukuhara Imono Seisakusho KK
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 Fukuhara Imono Seisakusho KK filed Critical Fukuhara Imono Seisakusho KK
Priority to JP8242442A priority Critical patent/JPH1060932A/en
Publication of JPH1060932A publication Critical patent/JPH1060932A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To shorten the raising work by providing a base flange at an intermediate part of the outside, and providing a cover receiver body to be elevated by a bolt for jacking inside an outer cylindrical body, which is provided with a fitting part, in which a receiver seat and the bolt for backing are screwed with each other, in a lower part of the inside. SOLUTION: A base flange 1 is provided at an intermediate part of the outside of an outer cylindrical body A, and a lower part of the inside thereof is provided with a fitting part 4, in which a receiver seat 2 and a bolt 3 for jacking are screwed with each other. The bolt 3 for jacking is inserted into a loose hole 6 of a projecting part 5, which is provided in a cover receiver frame B, from over, and a stopper 7 using nut is fixed by a stop ring 8 so that it can not be moved on the bolt 3 for jacking. In the case of positioning, raising or lowering, since the cover receiver body B can be easily elevated in relation to the outer cylindrical body A by turning the bolt 3 for jacking, the working time can be shortened.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、上下水道用マンホ
ールや消火栓用マンホール構築物等の地下構造物のマン
ホール蓋受枠に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manhole cover receiving frame for an underground structure such as a manhole for water supply and sewerage and a manhole structure for a fire hydrant.

【0002】[0002]

【従来の技術分野】従来の地下構造物、例えば上下水道
用マンホールの蓋受枠は、マンホール側塊に取付けるた
めのフランジを設けてあるため、路面とマンホール蓋受
枠上面に段差が生じた時に、施工される嵩上げ調整用リ
ングをマンホール側塊とマンホール蓋受枠の間に挿入又
は除去する作業あるいは交換する作業が面倒であるばか
りでなく、工事日数を要した。
2. Description of the Related Art Conventional underground structures such as manhole covers for water supply and sewerage are provided with a flange for attachment to the manhole side mass, so that when a step is formed between the road surface and the upper surface of the manhole cover receiving frame, the work is carried out. The work of inserting or removing or replacing the raised raising ring between the manhole side lump and the manhole cover receiving frame is not only troublesome, but also requires a lot of construction days.

【0003】すなわち、マンホール蓋受枠を嵩上げ、又
は嵩下げする場合、先ず交通を遮断した後
[0003] That is, when raising or lowering the manhole cover receiving frame, first shut off traffic.

【0004】(A)既設舗装切断作業(A) Existing pavement cutting work

【0005】(B)既設舗装とりこわし作業(B) Overhaul work of existing pavement

【0006】(C)掘削作業(C) Excavation work

【0007】(D)蓋受枠除去(D) Removal of lid receiving frame

【0008】(E)調整リング設置(E) Adjustment ring installation

【0009】(F)蓋受枠設置(F) Installation of lid receiving frame

【0010】(G)路盤不陸調整(G) Roadbed irregularity adjustment

【0011】(H)路盤転圧(H) Roadbed compaction

【0012】(I)仮舗装(I) Temporary pavement

【0013】(J)その後本舗装 等の施工を順次行なわなければならないため、手間と工
事日数を要し、従って工費がかゝり問題となっていた。
(J) After that, since the construction of the main pavement and the like must be performed sequentially, it takes time and work days, and thus the construction cost is a problem.

【0014】そこで、交通量の多い道路では、嵩上げま
たは嵩下げ工事のため、数日間交通渋滞を起すことにな
り、嵩上げ又は嵩下げ工事が簡単に済む方法の出現が望
まれていた。
[0014] Therefore, on a road with a large traffic volume, traffic congestion occurs for several days due to the raising or lowering work, and it has been desired to develop a method of simplifying the raising or lowering work.

【0015】また、マンホール蓋上面を路面に合わせる
ため、マンホール側塊又はその上に載置した調整リング
とベースフランジ間にモルタルを入れる作業を行ってい
るが、これが思いの外手間を要する作業であるため、短
時間でこの調整作業を行うことができる構造、手段の出
現が望まれていた。
Further, in order to adjust the upper surface of the manhole cover to the road surface, the work of putting mortar between the manhole-side lump or the adjustment ring placed thereon and the base flange is performed, but this is an operation requiring extra extra work. It has been desired to develop a structure and means capable of performing this adjustment work in a short time.

【0016】また、寒冷地では、冬季にマンホール蓋が
凍結により開披出来なくなるので、その対策が問題とな
っていた。
In a cold region, the manhole cover cannot be opened due to freezing in the winter season, so that there has been a problem with the measures.

【0017】[0017]

【発明が解決しようとする課題】そこで本発明は、従来
のように嵩上げ、嵩下げの際、マンホール蓋受枠周辺を
大きく掘り起さなくとも済む方法、即ち、短時間で嵩上
げ、嵩下げ作業を終了することを可能とし、またマンホ
ール蓋受枠の設置調整作業を容易に行うことができ、更
に寒冷地で用いる場合、冬季にマンホール蓋の位置を路
面よりも下げ、その凹部に保温材を入れて凍結防止が出
来るマンホール蓋受枠を提供しようとするものである。
Therefore, according to the present invention, there is provided a method of raising or lowering the height as in the prior art without having to dig a large area around the manhole cover receiving frame, that is, raising and lowering the work in a short time. It is possible to finish the installation, and it is also possible to easily perform the adjustment work of the manhole cover receiving frame, and when using in cold regions, lower the position of the manhole cover below the road surface in winter and put a heat insulating material in the recess An object of the present invention is to provide a manhole cover receiving frame capable of preventing freezing.

【0018】[0018]

【課題を解決するための手段】本発明は上記の課題を解
決するためになされたもので、外側の中間にベースフラ
ンジを設け、且つ内側下部に受座とジャッキ用ネジ杆を
螺合した適数の取付部を設けた外筒体A内に、前記ジャ
ッキ用ネジ杆によって昇降させる蓋受枠体Bを昇降自在
に設けたことを特徴とするマンホール蓋受枠である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has a base flange provided in the middle of the outside, and a receiving seat and a screw rod for jack screwed into the inside lower part. A manhole cover receiving frame, wherein a cover receiving frame B which is raised and lowered by the jack screw rod is provided in an outer cylindrical body A provided with a number of mounting portions so as to be able to move up and down.

【0019】[0019]

【作用】ジャッキ用ネジ杆を回動すると、蓋受枠体が上
昇するので、簡単にマンホール蓋上面を路面と一致させ
ることができる。従って、従来のようにベースフランジ
とマンホール側塊又は調整リング間にモルタルを敷く意
外に面倒で時間のかかる調整作業が省略され、マンホー
ル蓋受枠設置作業の省力化に有効である。
When the screw rod for jack is rotated, the lid receiving frame rises, so that the upper surface of the manhole lid can be easily made to coincide with the road surface. Therefore, the troublesome and time-consuming adjustment work of laying a mortar between the base flange and the manhole-side lump or the adjustment ring as in the related art is omitted, which is effective for labor saving of the manhole cover receiving frame installation work.

【0020】また、ジャッキ用ネジ杆を回動すると、周
辺の舗装を切断することなく蓋受枠体を容易に上昇又は
下降させることができ、所謂嵩上げ、嵩下げ作業を短時
間で済すことができ、しかも嵩上げ高さを大きくとれる
マンホール蓋受枠を提供することができる。
Further, when the jack screw rod is rotated, the lid receiving frame can be easily raised or lowered without cutting the surrounding pavement, so that the so-called raising and lowering work can be completed in a short time. It is possible to provide a manhole cover receiving frame capable of increasing the height of the raised manhole.

【0021】また、外筒体Aと蓋受枠体Bの係合にゆる
みを持たせておくことにより、ジャッキ用ネジ杆の調整
により、傾斜角の調整を行うことができる。
Further, by making the engagement between the outer cylinder A and the lid receiving frame B loose, the inclination angle can be adjusted by adjusting the jack screw rod.

【0022】更に寒冷地で用いる場合、冬季において、
蓋受枠体B、即ちマンホール蓋の上面を路面以下に降下
させ、その凹部に保温材を入れることによりマンホール
蓋の凍結を防止することができる。
Further, when used in cold regions, in winter,
By lowering the lid receiving frame B, that is, the upper surface of the manhole cover below the road surface, and putting a heat insulating material in the concave portion, the manhole cover can be prevented from freezing.

【0023】[0023]

【発明の実施の形態】図1は本発明の一実施例を示すも
ので、Aは外側の中間にベースフランジ1を設け、内側
下部に受座2と、ジャッキ用ボルト3を螺合した適数の
取付部4を設けた外筒体、Bは外筒体Aに昇降自在に挿
入した蓋受枠体で、前記ジャッキ用ボルト3は蓋受枠体
Bに設けた突部5のバカ孔6に上から挿入し、ナットを
用いたストッパー7をストップリング8,8でジャッキ
用ボルト3上を移動しないよう止め、ジャッキ用ボルト
3を回動した時、蓋受枠体Bが昇降するように構成さ
れ、また、蓋受枠体Bが傾斜可能となるように、蓋受枠
体Bの外径を外筒体Aの内径より若干小さくしている。
なお、9,9は蓋受枠体Bと受座2間に挿入した調整用
スペーサーである。
FIG. 1 shows an embodiment of the present invention. In FIG. 1A, a base flange 1 is provided in the middle of the outer side, and a receiving seat 2 and a jack bolt 3 are screwed into a lower part on the inner side. An outer cylinder body provided with a number of mounting portions 4, B is a lid receiving frame body which is inserted into the outer cylindrical body A so as to be able to move up and down, and the jack bolt 3 is provided in a fool hole 6 of a projection 5 provided on the lid receiving frame body B. The stopper 7 using a nut is inserted from above, and the stopper 7 using a nut is stopped by the stop rings 8 and 8 so as not to move on the jack bolt 3. When the jack bolt 3 is rotated, the lid receiving frame B moves up and down. The outer diameter of the lid receiving frame B is slightly smaller than the inner diameter of the outer cylindrical body A so that the lid receiving frame B can be inclined.
Reference numerals 9 and 9 denote adjustment spacers inserted between the lid receiving frame B and the receiving seat 2.

【0024】以下、図1に示した実施例の使用法及び特
長を、図2により、従来技術と比較し乍らその相違点及
び利点等について説明する。
The use and features of the embodiment shown in FIG. 1 will be described below with reference to FIG. 2 while comparing differences and advantages with the prior art.

【0025】図2はマンホール蓋受枠を設置する場合の
比較図で、(a)は従来品の場合、(b)は図1に示す
本案品の場合である。
FIGS. 2A and 2B are comparison diagrams in the case where a manhole cover receiving frame is installed. FIG. 2A shows the case of the conventional product, and FIG. 2B shows the case of the present invention shown in FIG.

【0026】マンホール蓋受枠はJIS規格により高さ
が110cmと規定されていて、従来品10を設置する
場合、マンホール側塊12上に調整リング13を載せ、
通常マンホール蓋受枠10の上面は路面G.L.に達し
ないので、一致するようにベースフランジ11と調整リ
ング13間にモルタルを敷き、モルタルが硬化してから
舗装を行うものであるが、適正な厚さにモルタル層14
を形成するのは非常に煩わしい作業であった。
The height of the manhole cover receiving frame is set to 110 cm according to the JIS standard. When the conventional product 10 is installed, the adjusting ring 13 is placed on the manhole side mass 12,
Normally, the upper surface of the manhole cover receiving frame 10 has a road surface G. L. Therefore, the mortar is laid between the base flange 11 and the adjustment ring 13 so as to coincide with each other, and paving is performed after the mortar is hardened.
Was a very cumbersome operation.

【0027】これに対し、本発明は、(b)図に示すよ
うにジャッキ用ボルト3を回動して蓋受枠Bを上昇させ
ることにより極めて簡単に、しかも正確に路面G.L.
と一致させることができ、また従来のようにモルタルが
硬化するまで待つ必要がないので、設置工事を迅速化す
ることができる。
On the other hand, according to the present invention, the jack bolt 3 is rotated to raise the lid receiving frame B as shown in FIG. L.
It is not necessary to wait until the mortar is hardened as in the prior art, so that the installation work can be sped up.

【0028】また、嵩上げ、嵩下げの場合は、従来品で
は、ベースフランジのあるマンホール蓋受枠10を一旦
除去しなければならないので、前述のように非常に手間
と時間を要する。
In addition, in the case of raising and lowering the height, in the conventional product, since the manhole cover receiving frame 10 having the base flange must be once removed, it takes much time and effort as described above.

【0029】ところが、本発明によると設置の場合と同
様ジャッキ用ボルト3を回動することにより周囲の舗装
を除去しなくとも、蓋受枠体Bを簡単に昇降させること
いができるので、工期は数時間という単時間で作業を終
ることができる。
However, according to the present invention, the lid receiving frame B can be easily moved up and down without removing the surrounding pavement by rotating the jack bolt 3 as in the case of installation. Work can be completed in a matter of hours, just a few hours.

【0030】スペーサーとしては従来のマンホール蓋受
枠と調整リング間に挿入するスペーサーと同様、厚さの
異なるテーパーなしのものと、テーパー付のものを数種
類用意しておき、それを選択使用する。そして嵩上げ調
整が終ったならばジャッキ用ボルト3を緊締して蓋受枠
体Aを固定する。
As the spacer, like the conventional spacer inserted between the manhole cover receiving frame and the adjusting ring, there are prepared several kinds of spacers having different thicknesses without a taper and with a taper, and selectively use them. When the raising adjustment is completed, the jack bolt 3 is tightened to fix the lid receiving frame A.

【0031】必要モルタル層14の厚さは今迄の経験で
は0〜49mmなので、ベースフランジ1の取付位置か
ら、受座2までの高さを50mmとすれば実用上充分で
ある。
The thickness of the required mortar layer 14 is 0 to 49 mm in the experience so far, and it is practically sufficient if the height from the mounting position of the base flange 1 to the seat 2 is 50 mm.

【0032】図1又は図2の(b)図から容易にわかる
ように、調整用スペーサー9,9を除去して蓋受枠体B
を降下させると、マンホール蓋上面が路面G.L.より
下り、凹部が形成されるので、その凹部に保温材を入れ
れば、マンホール蓋の凍結が防止でき、特に雪国用のマ
ンホール蓋受枠として好適である。その場合、形成され
る凹部の深さを多く必要とする場合は、ベースフランジ
1から受座2までの深さを大きく取ればよい。
As can be easily understood from FIG. 1 or FIG. 2 (b), the adjusting spacers 9, 9 are removed and the lid receiving frame B is removed.
Is lowered, the upper surface of the manhole cover becomes the road surface G. L. Since a concave portion is formed further down, if a heat insulating material is put into the concave portion, the manhole cover can be prevented from freezing, and it is particularly suitable as a manhole cover receiving frame for snowy countries. In this case, if a large depth of the concave portion is required, the depth from the base flange 1 to the receiving seat 2 may be increased.

【0033】なお、実施例の場合、ストッパーとしてナ
ット7を使用し、その上下をストップリング8,8で軸
方向には移動しないようにしたが、割ピンなどの止ピン
でナット7を止めるようにしてもよい。
In the embodiment, the nut 7 is used as a stopper, and the upper and lower portions thereof are not moved in the axial direction by the stop rings 8. However, the nut 7 may be stopped by a stop pin such as a split pin. It may be.

【0034】次に傾斜角調整作業の手順について説明す
ると、その要領は前述の嵩上げ、嵩下げ作業と同様であ
り、この場合蓋受枠体Bの上面、即ちマンホール蓋の上
面が路面の傾斜と一致するように数ケ所に設けたジャッ
キ用ボルト3を操作すればよい。
Next, the procedure for adjusting the inclination angle will be described. The procedure is the same as the above-mentioned raising and lowering work. In this case, the upper surface of the lid receiving frame B, that is, the upper surface of the manhole cover coincides with the inclination of the road surface. It is sufficient to operate the jack bolts 3 provided at several places in such a manner as to perform the above.

【0035】図3は異なる実施例を示すもので、この場
合は、ジャッキ用ボルト15を外筒体Aの取付部4に下
から螺合させ、蓋受枠体Bの突部5にはバカ孔16を設
け、このバカ孔16を挿通し前記ジャッキ用ボルト15
に螺合する止ボルト17で蓋受枠体Bを固定する構造と
したものである。
FIG. 3 shows a different embodiment. In this case, a jack bolt 15 is screwed into the mounting portion 4 of the outer cylinder A from below, and a stud hole is formed in the projection 5 of the lid receiving frame B. 16 and the jack bolt 15 is inserted through the stupid hole 16.
And the lid receiving frame B is fixed by a stop bolt 17 screwed into the frame.

【0036】この構造は舗装前の状態では止ボルト17
を外し、ジャッキボルト15を回動することにより蓋受
枠体Bを上昇又は下降させることができる。舗装後はジ
ャッキボルト15の回動によっては蓋受枠体Bの降下は
出来ない。従って舗装後の降下は別途出願したジャッキ
装置による押し下げによって行なわれる。
This structure has a locking bolt 17 before paving.
Is removed, and the lid receiving frame B can be raised or lowered by rotating the jack bolt 15. After paving, the lid receiving frame B cannot be lowered by turning the jack bolt 15. Therefore, the descending after paving is performed by pushing down by the jack device separately filed.

【0037】[0037]

【発明の効果】以上のように、本発明にかゝるマンホー
ル蓋受枠は高さの調整及び傾斜角度の調整をジャッキ用
ネジ杆、即ちジャッキ用ボルト3の操作で上部から、ま
たジャッキ用ボルト15の操作で下から簡単に行うこと
ができるので、取付時の調整及び嵩上げ、嵩下げ作業並
びに傾斜角調整作業を従来の技術では考えられない程短
縮できる効果があり、嵩上げ高さを大きく取れる利点並
びに蓋受枠体Bを沈下させてマンホール蓋を路面G.
L.より下げ、そこに形成される凹部に保温材を入れる
ことによりマンホール蓋の凍結防止対策が出来ることと
相俟って実用上マンホール蓋受枠の構造として勝れたも
のである。
As described above, in the manhole cover receiving frame according to the present invention, the height adjustment and the inclination angle adjustment can be performed from the top by operating the jack screw rod, that is, the jack bolt 3, and the jack bolt. Since the operation can be easily performed from the bottom by the operation of No. 15, there is an effect that the adjustment at the time of mounting, raising the height, lowering the work and adjusting the inclination angle can be shortened in a manner inconceivable with the conventional technology, and the height of the raising can be made large. Advantages as well as lowering the lid receiving frame B so that the manhole lid can be removed from the road surface G.
L. By lowering the temperature and putting a heat insulating material in the concave portion formed therein, it is possible to prevent the freezing of the manhole cover.

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

【図1】本発明の実施例の縦断面図である。FIG. 1 is a longitudinal sectional view of an embodiment of the present invention.

【図2】本発明の実施例と従来品との比較図である。FIG. 2 is a comparison diagram between an embodiment of the present invention and a conventional product.

【図3】本発明の他の実施例の縦断面図である。FIG. 3 is a longitudinal sectional view of another embodiment of the present invention.

【図4】FIG. 4

【符号の説明】[Explanation of symbols]

A 外筒 B 蓋受枠体 1 ベースフランジ 2 受座 3 ジャッキ用ボルト 4 取付部 5 突部 6 バカ孔 7 ストッパー 8 ストップリング 9 調整用スペーサー 10 マンホール蓋受枠 11 ベースフランジ 12 マンホール側塊 13 調整リング 14 モルタル層 15 ジャッキボルト 16 バカ孔 17 止ボルト Reference Signs List A outer cylinder B lid receiving frame body 1 base flange 2 seat 3 jack bolt 4 mounting portion 5 protrusion 6 stump hole 7 stopper 8 stop ring 9 adjusting spacer 10 manhole cover receiving frame 11 base flange 12 manhole side lump 13 adjusting ring 14 Mortar layer 15 Jack bolt 16 Stupid hole 17 Lock bolt

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 外側の中間にベースフランジを設け、且
つ内側下部に受座とジャッキ用ネジ杆を螺合した適数の
取付部を設けた外筒体A内に、前記ジャッキ用ネジ杆に
よって昇降させる蓋受枠体Bを昇降自在に設けたことを
特徴とするマンホール蓋受枠。
1. An outer cylinder A provided with a base flange in the middle of the outer side and an appropriate number of mounting portions in which a receiving seat and a screw rod for a jack are screwed in a lower part on the inner side. A manhole cover receiving frame, wherein a cover receiving frame B to be moved up and down is provided so as to be able to move up and down.
JP8242442A 1996-08-12 1996-08-12 Manhole cover receiver frame Pending JPH1060932A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8242442A JPH1060932A (en) 1996-08-12 1996-08-12 Manhole cover receiver frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8242442A JPH1060932A (en) 1996-08-12 1996-08-12 Manhole cover receiver frame

Publications (1)

Publication Number Publication Date
JPH1060932A true JPH1060932A (en) 1998-03-03

Family

ID=17089158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8242442A Pending JPH1060932A (en) 1996-08-12 1996-08-12 Manhole cover receiver frame

Country Status (1)

Country Link
JP (1) JPH1060932A (en)

Similar Documents

Publication Publication Date Title
US5628152A (en) Adjustable manhole cover support with shield
US6007270A (en) Manhole frame assembly
US5318376A (en) Manhole frame
US3891337A (en) Method and means for adjusting the elevation of manhole covers
US6682258B2 (en) Nondestructive system for adjusting manhole and catch-basin elevations
US5899024A (en) Manhole adjustment ring
US6311433B1 (en) Adjustable manhole/catch basin structure
KR100905728B1 (en) Manhole repair mechanism and manhole repair method using the same
KR101125089B1 (en) Construction of manholes method
EP3394346B1 (en) Adapter
US5611640A (en) Method and apparatus for anchoring a utility grate cover
JPH1060932A (en) Manhole cover receiver frame
KR100488401B1 (en) Execution method for repairing manhole and manhole structure repaired by the same execution method
CA2944824C (en) Floating precast manhole and catch basin cover systems
CA1204317A (en) Adjustable manhole frame and method of construction and installation
JPH06146213A (en) Height restoration method of sunk concrete pavement slab
JP2722245B2 (en) Manhole cover height adjustment device
JPH1018328A (en) Manhole cover supporting frame
JP3324068B2 (en) Manhole cover receiving frame
JP3321764B2 (en) Manhole cover receiving frame
JPS621315Y2 (en)
JPS5849259Y2 (en) manhole cover
JPS603157Y2 (en) Manhole cover position adjustment device
JPH01318604A (en) Restoring method of height of settled concrete paving slab
WO2006082569A1 (en) Adjustable haevy-duty manhole head