JPH0419083Y2 - - Google Patents
Info
- Publication number
- JPH0419083Y2 JPH0419083Y2 JP1986147518U JP14751886U JPH0419083Y2 JP H0419083 Y2 JPH0419083 Y2 JP H0419083Y2 JP 1986147518 U JP1986147518 U JP 1986147518U JP 14751886 U JP14751886 U JP 14751886U JP H0419083 Y2 JPH0419083 Y2 JP H0419083Y2
- Authority
- JP
- Japan
- Prior art keywords
- receiving frame
- connecting bolt
- volume adjustment
- underground
- head
- 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
Links
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、地下構造物用蓋の蓋本体を支持する
受枠構造に関し、詳しくは嵩調整可能な受枠構造
に関する。[Detailed Description of the Invention] [Industrial Field of Application] The present invention relates to a receiving frame structure for supporting a lid main body of a lid for an underground structure, and specifically relates to a receiving frame structure whose volume can be adjusted.
なお、本願明細書でいう「地下構造物用蓋」と
は、下水道における地下埋設物、地下構造施設等
と地上とを通じる開口部を開閉自在に閉塞する大
型鉄蓋、マンホール蓋、汚水桝蓋、電力、通信に
おける地下施設機器や地下配線等を保護する開閉
可能な共同溝鉄蓋、送電用鉄蓋、配電用鉄蓋、上
水道やガスにおける路面下の埋設導管及びその付
属機器と地上とを結ぶ開閉扉としての機能を有す
る消火栓蓋、空気弁蓋、制水弁蓋、仕切弁蓋、量
水器蓋、ガス配管用蓋等を総称する。 In addition, the "underground structure cover" as used in the specification of this application refers to a large iron cover, a manhole cover, and a sewage basin cover that can be opened and closed to open and close openings connecting underground objects in sewers, underground structures, etc., and the above ground. , openable and closable utility ditch iron covers to protect underground facility equipment and underground wiring in electric power and communications; iron covers for power transmission and distribution; A general term for fire hydrant lids, air valve lids, water control valve lids, gate valve lids, water meter lids, gas piping lids, etc. that function as opening/closing doors.
〔従来の技術〕
従来から、車輌の通行等によつて損耗した路面
を再舗装する際に、既設の地下構造物用蓋につい
ては、新たな路面との段差を無くすために、嵩上
げ、嵩下げ等の嵩調整作業が行われている。[Conventional technology] Conventionally, when resurfacing road surfaces that have been worn out by vehicle traffic, etc., existing underground structure covers have been raised or lowered in order to eliminate the level difference between them and the new road surface. Volume adjustment work is being carried out.
この嵩調整作業を容易にした受枠構造として
は、これまでに様々な構成のものが提案されてい
る。 Various configurations of receiving frame structures have been proposed to facilitate this volume adjustment work.
例えば、実開昭57−197540号公報においては、
環状嵩上げ板を介して受枠を載置する下桝の上端
内周に形成した棚部に、該棚部と環状嵩上げ板を
貫通して受枠の下面に当接する昇降ねじ杆と、該
棚部、環状嵩上げ板及び受枠を連結する締付ボル
トとを複数個設けた受枠の嵩調整構造が開示され
ている。 For example, in Utility Model Application Publication No. 57-197540,
A shelf formed on the inner periphery of the upper end of the lower box on which the receiving frame is placed via the annular raising plate, an elevating screw rod that passes through the shelf and the annular raising plate and comes into contact with the lower surface of the receiving frame; A volume adjustment structure for a receiving frame is disclosed in which a plurality of annular raising plates and a plurality of tightening bolts for connecting the receiving frame are provided.
この受枠の嵩調整構造にあつては、まず、各締
付ボルトに螺合して下桝の棚部下面に当接してい
るナツトをそれぞれ嵩調整に必要な長さ以上に緩
めた後、各昇降ねじ杆を回転させることによつ
て、該昇降ねじ杆先端の上昇に伴つて受枠を持ち
上げ、該受枠と環状嵩上げ板又は下桝との間に発
生する空隙部に環状嵩上げ板を挿入させて、嵩調
整作業を実施していた。 For the volume adjustment structure of this receiving frame, first loosen the nuts that are screwed onto each tightening bolt and contact the lower surface of the shelf of the lower box to a length longer than that required for volume adjustment, and then By rotating the elevating screw rod, the receiving frame is lifted as the tip of the elevating screw rod rises, and the annular elevating plate is inserted into the gap created between the receiving frame and the annular elevating plate or the lower box. , bulk adjustment work was being carried out.
しかしながら、上述した構成を有する受枠にお
いて嵩調整を行うには、作業者がマンホールの内
部上端付近にとどまつた状態で、各締付ボルトの
ナツトの緩め作業、各昇降ねじ杆の回転作業、さ
らには環状嵩上げ板の挿入作業を行わなければな
らず、作業に手間を要すると共に、危険を伴うと
いう問題があつた。
However, in order to adjust the volume of the receiving frame having the above-mentioned configuration, the operator must remain near the upper end of the manhole interior, loosen the nuts of each tightening bolt, rotate each lifting screw lever, and then There was a problem that the annular raising plate had to be inserted, which required time and effort and was also dangerous.
本考案は、上述した問題に鑑みて案出されたも
ので、路面の再舗装に伴う嵩調整作業を地上から
容易に行うことができる地下構造物用蓋の受枠構
造を提供することを目的とする。 The present invention was devised in view of the above-mentioned problems, and its purpose is to provide a receiving frame structure for a cover for an underground structure that allows for easy volume adjustment work from above ground when resurfacing the road surface. do.
本考案は、その目的を達成するために、下桝に
地下構造物用蓋の受枠を連結ボルトで連結した地
下構造物用蓋の受枠構造において、前記連結ボル
トは前記受枠の水平部に開設された貫通孔に挿通
されるとともに、該連結ボルトの下部を前記下桝
に埋設されたナツトに螺合させ、更に前記連結ボ
ルトに一体的に回転可能に固着したレベル調整板
と前記連結ボルトの頭部下面とで前記水平部を挟
持したことを特徴とする。
In order to achieve the object, the present invention provides a receiving frame structure for an underground structure cover in which a receiving frame for an underground structure cover is connected to a lower pipe by a connecting bolt, and the connecting bolt is provided in a horizontal part of the receiving frame. a level adjustment plate and a head of the connecting bolt, which are inserted into the through hole, and the lower part of the connecting bolt is screwed into a nut buried in the lower box, and further rotatably fixed to the connecting bolt. It is characterized in that the horizontal portion is sandwiched between the lower surface and the lower surface.
頭部が受枠上に位置する連結ボルトを回動させ
ると、下桝に埋設されたナツトとの螺合によつて
該連結ボルトが上昇し、それに伴つて連結ボルト
に取付けられたレベル調整板が一体的に回転上昇
するため、受枠の水平部下面を押圧して、受枠が
持ち上げられる。また、連結ボルトを逆方向に回
動させると、連結ボルトの頭部の下面が受枠を押
圧するので、受枠が押し下げられる。
When the connecting bolt whose head is located on the receiving frame is rotated, the connecting bolt is raised by threading into the nut buried in the lower box, and the level adjustment plate attached to the connecting bolt is accordingly raised. Since it rotates and rises as one unit, the horizontal lower surface of the receiving frame is pressed and the receiving frame is lifted. Furthermore, when the connecting bolt is rotated in the opposite direction, the lower surface of the head of the connecting bolt presses the receiving frame, so that the receiving frame is pushed down.
以下、図面に示した実施例に基づいて、本考案
の特徴を具体的に説明する。
Hereinafter, the features of the present invention will be specifically explained based on the embodiments shown in the drawings.
第1図は、本実施例の受枠構造の要部を示す断
面図である。 FIG. 1 is a sectional view showing the main parts of the receiving frame structure of this embodiment.
本実施例における下桝2は、内周部に連結ボル
ト1と螺合するナツト5を埋設している。なお、
この下桝2の下部内周に板材10を該下桝2の下
端より突出する状態でボルト10aによつて取り
付けておけば、ヒユーム管9上に下桝2を配置す
る作業が正確かつ容易になる。 The lower pipe 2 in this embodiment has a nut 5 embedded in its inner circumferential portion to be screwed into the connecting bolt 1. In addition,
If the plate material 10 is attached to the inner periphery of the lower part of the lower chute 2 with the bolts 10a in such a manner that it protrudes from the lower end of the lower chute 2, the work of arranging the lower chute 2 on the fume pipe 9 can be done accurately and easily. Become.
ナツト5に螺合する連結ボルト1は、受枠4の
内周フランジ41の上面に座金11を介して接す
る頭部1aをもち、更に内周フランジ41の下面
に対向する位置に、レベル調整板12を固着する
ことができる。 The connecting bolt 1 that is screwed into the nut 5 has a head 1a that contacts the upper surface of the inner flange 41 of the receiving frame 4 via a washer 11, and is level-adjusted to a position facing the lower surface of the inner flange 41 . The plate 12 can be fixed.
すなわち、この連結ボルト1には、第2図の斜
視図に示すように、頭部1aとで受枠4の内周フ
ランジ41を挟持する位置にレベル調整板12を
固着するための平行面1bを形成しており、他
方、レベル調整板12には、第3図の斜視図で示
すように、平行面1bとほぼ同一幅のほぼU字状
の切り溝12aを形成すると共に、該切り溝12
aにほぼ直交する方向に固着用のネジ13が螺合
する螺子孔12bを穿設している。したがつて、
連結ボルト1を内周フランジ41の貫通孔7に挿
通した後、レベル調整板12をその切り溝12a
部分から連結ボルト1の平行面1bに嵌着させ、
螺子孔12bにネジ13を螺入することによつ
て、極めて容易に固着することができる。また、
一旦固着されたレベル調整板12は、連結ボルト
1に形成された平行面1bに歯合し、連結ボルト
1の螺子部分と平行面1bとの段差部分およびネ
ジ13によつて支持されているので、内周フラン
ジ41の下面を押圧する際にも連結ボルト1から
脱落することがない。 That is, as shown in the perspective view of FIG. 2, this connecting bolt 1 has a parallel surface 1b for fixing the level adjustment plate 12 at a position where the inner peripheral flange 41 of the receiving frame 4 is held between the head 1a and the head 1a. On the other hand, as shown in the perspective view in FIG. 12
A screw hole 12b into which a fixing screw 13 is screwed is bored in a direction substantially perpendicular to a. Therefore,
After inserting the connecting bolt 1 into the through hole 7 of the inner peripheral flange 41 , the level adjustment plate 12 is inserted into the cut groove 12a.
Fit it onto the parallel surface 1b of the connecting bolt 1 from the part,
By screwing the screw 13 into the screw hole 12b, fixing can be achieved extremely easily. Also,
Once fixed, the level adjustment plate 12 meshes with the parallel surface 1b formed on the connecting bolt 1 and is supported by the stepped portion between the threaded portion of the connecting bolt 1 and the parallel surface 1b and the screw 13. Even when the lower surface of the inner peripheral flange 41 is pressed, the connecting bolt 1 will not fall off.
また、受枠4の下面の空洞部3には下端に突起
43を形成した内面リブ42が設けられている。こ
の内面リブ42の突起43は、受枠4と下桝2との
間に路面Rの状態に応じて嵩調整リング6を介在
させた際に、嵩調整リング6に設けた孔部8に嵌
入され、該嵩調整リング6を所定位置に固定す
る。 Further, the hollow portion 3 on the lower surface of the receiving frame 4 is provided with an inner rib 4 2 having a protrusion 4 3 formed at the lower end. The projections 4 3 of the inner surface ribs 4 2 fit into the holes 8 provided in the volume adjustment ring 6 when the volume adjustment ring 6 is interposed between the receiving frame 4 and the lower pipe 2 depending on the condition of the road surface R. The volume adjustment ring 6 is fitted in and fixed in place.
次いで、この受枠構造の使用方法について説明
する。 Next, how to use this receiving frame structure will be explained.
再舗装等により変更された路面Rの高さに応じ
て受枠4の設置高さを変更する際には、まず、路
面Rの変更された高さに応じた嵩調整リング6を
準備しておく。そして連結ボルト1を回転させる
ことにより、受枠4の内周フランジ41下面にレ
ベル調整板12を当接させて受枠4を上昇させ
る。この状態で、内面リブ42の突起43が孔部8
に嵌入するような位置関係で、嵩調整リング6の
下桝2の上に載置する。次いで、連結ボルト1を
逆方向に回転することにより受枠4の内周フラン
ジ41上面に連結ボルト1の頭部1aを当接させ
て受枠4を降下させ、その内面リブ42によつて
嵩調整リング6を所定位置に固定する。上述のよ
うに、路面Rの変更された高さに応じた嵩調整リ
ング6を使用することにより、受枠4の上面をそ
の変更後の路面Rの高さに一致させることができ
る。 When changing the installation height of the receiving frame 4 according to the height of the road surface R changed due to resurfacing, etc., first prepare a volume adjustment ring 6 according to the changed height of the road surface R. . Then, by rotating the connecting bolt 1, the level adjustment plate 12 is brought into contact with the lower surface of the inner peripheral flange 41 of the receiving frame 4, and the receiving frame 4 is raised. In this state, the protrusion 4 3 of the inner rib 4 2 is inserted into the hole 8
It is placed on the lower chamber 2 of the volume adjustment ring 6 in such a positional relationship that it fits into the volume adjustment ring 6. Next, by rotating the connecting bolt 1 in the opposite direction, the head 1a of the connecting bolt 1 is brought into contact with the upper surface of the inner circumferential flange 41 of the receiving frame 4, and the receiving frame 4 is lowered, and the inner surface rib 42 increases the bulk. Fix the adjustment ring 6 in place. As described above, by using the volume adjustment ring 6 that corresponds to the changed height of the road surface R, the upper surface of the receiving frame 4 can be made to match the height of the road surface R after the change.
また、嵩調整作業に際して受枠4がレベル調整
板12で支持されるため、下桝2との間に空間を
設けた状態で受枠4を静止させることができる。
したがつて、新たな路面Rの高さと一致する位置
で受枠4を静止させ、その内周を粘着テープ等に
よつてシールし、受枠4と下桝2との間の空間に
セメントモルタル等を打設する方法を採れば、前
述の嵩調整リング6を使用する必要がないため、
路面Rの高さに常に一致させることができる。 Moreover, since the receiving frame 4 is supported by the level adjustment plate 12 during the volume adjustment work, the receiving frame 4 can be kept stationary with a space provided between it and the lower basin 2.
Therefore, the receiving frame 4 is made to stand still at a position that matches the height of the new road surface R, its inner periphery is sealed with adhesive tape, etc., and cement mortar or the like is applied to the space between the receiving frame 4 and the lower mound 2. If the pouring method is adopted, there is no need to use the volume adjustment ring 6 mentioned above.
It is possible to always match the height of the road surface R.
なお、以上の例においては、受枠4の内周フラ
ンジ41に連結ボルト1を取り付ける構造として
いるので、受枠4の周囲の舗装を掘削する必要が
なく、また、連結ボルト1に土砂等が被さること
がないので、長期間にわたつて嵩調整作業を容易
に行うことができる。しかし、これに拘束される
ことなく、受枠の外周に連結ボルトを取り付ける
構造を採用することができるのは勿論である。 In the above example, the structure is such that the connecting bolt 1 is attached to the inner peripheral flange 41 of the receiving frame 4, so there is no need to excavate the pavement around the receiving frame 4, and there is no need to cover the connecting bolt 1 with earth and sand. Therefore, the volume adjustment work can be easily carried out over a long period of time. However, it is of course possible to adopt a structure in which the connecting bolt is attached to the outer periphery of the receiving frame without being restricted by this.
以上に説明したように、本考案は、下桝に地下
構造物用蓋の受枠を連結ボルトで連結した地下構
造物用蓋の受枠構造において、前記連結ボルトは
前記受枠の水平部に開設された貫通孔に挿通され
るとともに、該連結ボルトの下部を前記下桝に埋
設されたナツトに螺合させ、更に前記連結ボルト
に一体的に回転可能に固着したレベル調整板と連
結ボルトの頭部下面とで前記水平部を挟持したの
で、嵩調整を行う際に作業者がマンホールに入孔
する必要がなく、地上から連結ボルトの頭部に工
具を係合させて回転させるのみで受枠の嵩調整作
業を容易に行うことができる。
As explained above, the present invention provides a receiving frame structure for an underground structure cover in which a receiving frame for an underground structure cover is connected to a lower pipe by a connecting bolt, and the connecting bolt is provided in a horizontal part of the receiving frame. A level adjustment plate that is inserted into the through hole, the lower part of the connecting bolt is screwed into a nut buried in the lower box, and is rotatably fixed integrally to the connecting bolt, and the lower surface of the head of the connecting bolt. Since the horizontal part is held between the two, there is no need for the worker to enter the manhole when adjusting the volume, and the volume of the receiving frame can be adjusted by simply engaging the tool from the ground with the head of the connecting bolt and rotating it. Work can be done easily.
第1図は本考案実施例の受枠構造の要部を示す
断面図であり、第2図はその受枠構造において使
用される連結ボルトの一例を示す斜視図であり、
第3図はその連結ボルトに固着されるレベル調整
板の斜視図である。
1……連結ボルト、1a……頭部、1b……平
行面、2……下桝、3……空洞部、4……受枠、
41……内周フランジ(水平部)、42……内面リ
ブ、43……突起、5……ナツト、6……嵩調整
リング、7……貫通孔、8……孔部、9……ヒユ
ーム管、10……板材、10a……ボルト、11
……座金、12……レベル調整板、12a……切
り溝、12b……螺子孔、13……ネジ。
FIG. 1 is a sectional view showing the main parts of the receiving frame structure according to the embodiment of the present invention, and FIG. 2 is a perspective view showing an example of a connecting bolt used in the receiving frame structure.
FIG. 3 is a perspective view of a level adjustment plate fixed to the connecting bolt. 1... Connecting bolt, 1a... Head, 1b... Parallel surface, 2... Lower box, 3... Hollow part, 4... Receiving frame,
4 1 ... Inner flange (horizontal part), 4 2 ... Inner rib, 4 3 ... Protrusion, 5 ... Nut, 6 ... Volume adjustment ring, 7 ... Through hole, 8 ... Hole, 9 ... Huyum tube, 10 ... Plate material, 10a ... Bolt, 11
... Washer, 12 ... Level adjustment plate, 12a ... Cut groove, 12b ... Screw hole, 13 ... Screw.
Claims (1)
結した地下構造物用蓋の受枠構造において、前記
連結ボルトは前記受枠の水平部に開設された貫通
孔に挿通されるとともに、該連結ボルトの下部を
前記下桝に埋設されたナツトに螺合させ、更に前
記連結ボルトに一体的に回転可能に固着したレベ
ル調整板と前記連結ボルトの頭部下面とで前記水
平部を挟持したことを特徴とする地下構造物用蓋
の受枠構造。 In a receiving frame structure for an underground structure lid in which a receiving frame for an underground structure lid is connected to a lower pipe with a connecting bolt, the connecting bolt is inserted into a through hole formed in a horizontal part of the receiving frame, and the connecting bolt The lower part of the horizontal part is screwed into a nut buried in the lower hole, and the horizontal part is held between a level adjustment plate rotatably fixed integrally to the connecting bolt and the lower surface of the head of the connecting bolt. Features a receiving frame structure for covers for underground structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986147518U JPH0419083Y2 (en) | 1986-09-25 | 1986-09-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1986147518U JPH0419083Y2 (en) | 1986-09-25 | 1986-09-25 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6356748U JPS6356748U (en) | 1988-04-15 |
| JPH0419083Y2 true JPH0419083Y2 (en) | 1992-04-28 |
Family
ID=31060954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1986147518U Expired JPH0419083Y2 (en) | 1986-09-25 | 1986-09-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0419083Y2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52141268U (en) * | 1976-04-21 | 1977-10-26 |
-
1986
- 1986-09-25 JP JP1986147518U patent/JPH0419083Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6356748U (en) | 1988-04-15 |
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