JPS6111323Y2 - - Google Patents
Info
- Publication number
- JPS6111323Y2 JPS6111323Y2 JP1981185379U JP18537981U JPS6111323Y2 JP S6111323 Y2 JPS6111323 Y2 JP S6111323Y2 JP 1981185379 U JP1981185379 U JP 1981185379U JP 18537981 U JP18537981 U JP 18537981U JP S6111323 Y2 JPS6111323 Y2 JP S6111323Y2
- Authority
- JP
- Japan
- Prior art keywords
- lid
- receiving frame
- trapezoidal
- frame
- fitting groove
- 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
- 230000002093 peripheral effect Effects 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000006243 chemical reaction Methods 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Description
【考案の詳細な説明】
本考案は、地下構造物用角型蓋と蓋受枠との支
持構造に関する。[Detailed Description of the Invention] The present invention relates to a support structure for a square lid for underground structures and a lid holder frame.
本明細書中の地下構造物用角型蓋とは、上下水
道用等の地下埋設物及び地下構造施設と地上を通
ずる開口部を開閉するための役目を果たす大型鉄
蓋、取付蓋、マンホール鉄蓋及び地下施設機器、
配線等の保護的役目と開閉役目を果たす鉄蓋、取
付蓋類、更に道路下に埋設した導管及びその付属
機器と地上とを結ぶ開閉用扉としての役目を果す
消火栓蓋、制水弁蓋、仕切弁蓋、空気弁蓋、ガス
管用蓋、量水器蓋において角型のものを意味す
る。 In this specification, square lids for underground structures refer to large iron lids, mounting lids, and manhole iron lids that serve to open and close underground underground objects such as water supply and sewage systems, and openings that communicate with underground structural facilities and above ground. Lid and underground facility equipment,
Iron lids and mounting lids that serve to protect and open and close wiring, etc., as well as fire hydrant lids and water control valve lids that serve as opening and closing doors that connect conduits buried under roads and their auxiliary equipment to the ground. Refers to square-shaped gate valve lids, air valve lids, gas pipe lids, and water meter lids.
従来の地下構造物用角型蓋の蓋支持構造は、蓋
の周縁下面に突縁部を設けただけの平受型蓋支持
構造と、受枠内側面を直線的又は曲線的に傾斜さ
せ、この傾斜した内側面に蓋の突縁部外周面を嵌
合させる勾配受型の蓋支持構造とがある。 Conventional lid support structures for square lids for underground structures include flat-receiver support structures in which only a protruding edge is provided on the lower surface of the periphery of the lid, and flat-receiver support structures in which the inner surface of the receptacle frame is sloped linearly or curved. There is a slope receiving type lid support structure in which the outer circumferential surface of the protruding edge of the lid fits into the sloped inner surface.
前者の平受型蓋支持構造においては、蓋にかか
る荷重を垂直荷重として直接水平段部で受け、蓋
が大型化するにつれ蓋のたわみ、発生応力が増加
するため蓋の強度を肉厚リブ強化によつて補強せ
ねばならず、重量がかさみ高価なものとなるとと
もに取扱いが難しく、更に蓋と受枠との間隙によ
るガタツキ振動に起因する騒音が発生するといつ
た欠点がある。 In the former flat support type lid support structure, the load on the lid is directly received by the horizontal step as a vertical load, and as the lid becomes larger, the lid bends and the generated stress increases, so the strength of the lid is strengthened by thick ribs. This has the disadvantage that it is heavy, expensive, difficult to handle, and generates noise due to rattling vibration caused by the gap between the lid and the receiving frame.
又後者の片面のみを勾配受とする勾配受型蓋支
持構造ではとくに角型の蓋において上部からの荷
重に対して受枠が中ぶくれ状に変形し、特にコー
ナー部に集中応力が生じるという欠点があつた。 In addition, the latter type of lid support structure in which only one side has a slope support has the disadvantage that the support frame deforms into a bulging shape when a load is applied from above, especially in the case of a square lid, and concentrated stress occurs particularly at the corners. It was hot.
本考案はこれらの欠点を解消した新しい構造の
地下構造物用角型蓋枠構造を提供するものであ
る。 The present invention provides a new rectangular lid frame structure for underground structures that eliminates these drawbacks.
以下、本考案を添付第1図と第2図に示す複数
の蓋から構成される大型鉄蓋に適用した実施例に
より説明する。 Hereinafter, the present invention will be explained using an example in which the present invention is applied to a large iron lid consisting of a plurality of lids shown in the attached FIGS. 1 and 2.
これらの図において、1は内外両側面が直線状
に傾斜した急勾配の台形突縁部2を対向する2辺
の下面周縁に沿つて設けた地下構造物用角型蓋を
示す。3は前記蓋1の台形突縁部2を嵌合支持す
る嵌合溝4を内周面に設けた蓋受枠を示す。 In these figures, reference numeral 1 indicates a rectangular lid for an underground structure in which a steeply sloped trapezoidal protrusion 2 with linearly inclined inner and outer sides is provided along the lower surface periphery of two opposing sides. Reference numeral 3 denotes a lid receiving frame having a fitting groove 4 on its inner peripheral surface for fitting and supporting the trapezoidal protruding edge 2 of the lid 1.
前記蓋受枠3の嵌合溝4は、第2図に示すよう
に、前記台形突縁部2の内外両側面に対し同一の
傾斜面と前記台形突縁部2の頂部の巾よりも狭い
底面とを有しており、前記蓋1の前記蓋受枠3へ
の載架状態において、前記蓋1の台形突縁部2の
内外両側面のみが前記蓋受枠3の嵌合溝4の両内
側面に嵌合支持され、且つ前記蓋1の台形突縁部
2の台形頂部と前記蓋受枠3の嵌合溝4の底部と
の間に隙間が設けられている。蓋1の突縁部2を
受ける受枠支持構造である嵌合溝4は、対向する
一対の受板5,5′から構成されている。 As shown in FIG. 2, the fitting groove 4 of the lid receiving frame 3 has an inclined surface that is the same on both the inner and outer sides of the trapezoidal projection 2 and a bottom surface that is narrower than the width of the top of the trapezoidal projection 2. When the lid 1 is mounted on the lid holder frame 3, only both inner and outer surfaces of the trapezoidal protrusion 2 of the lid 1 are connected to both inner surfaces of the fitting groove 4 of the lid holder frame 3. A gap is provided between the top of the trapezoidal edge 2 of the lid 1 and the bottom of the fitting groove 4 of the lid holder frame 3. The fitting groove 4, which is a receiving frame support structure for receiving the projecting edge 2 of the lid 1, is composed of a pair of opposing receiving plates 5, 5'.
6は蓋1下面のリブ、7は受枠3のリブ、8は
蓋1の受枠3に対する枢軸部を示す。 Reference numeral 6 indicates a rib on the lower surface of the lid 1, 7 indicates a rib on the receiving frame 3, and 8 indicates a pivot portion of the lid 1 relative to the receiving frame 3.
この考案では蓋1の突縁部2を受枠3の嵌合溝
4に嵌合させて使用するもので、蓋1に荷重Pが
かかれば台形突縁部2は嵌合溝4を滑り下り、同
突縁部2は受板5,5′をそれぞれ押圧し、又受
板5,5′はそれぞれ反力R,R′をもつて突縁部
2の両側面によつて加えらる押圧力を受止め、蓋
1は荷重Pと反力R,R′の垂直成分との平衡し
た位置で停止する。 In this invention, the projecting edge 2 of the lid 1 is used by fitting into the fitting groove 4 of the receiving frame 3. When a load P is applied to the lid 1, the trapezoidal projecting edge 2 slides down the fitting groove 4. The projecting edge 2 presses the receiving plates 5, 5', respectively, and the receiving plates 5, 5' have reaction forces R, R', respectively, and the pressing force is applied by both sides of the projecting edge 2. The lid 1 stops at a position where the load P and the vertical components of the reaction forces R and R' are balanced.
この状態でも突縁部2の下面は嵌合溝4の溝底
面に当接しておらず、その間に間隙があり、従つ
て嵌合溝4の溝底面を介しての荷重の伝達はな
く、蓋1の荷重は受板5,5′の傾斜した側面の
みによつて支持されている。この様に台形突縁部
2が受板5,5′から成る嵌合溝4に嵌合支持さ
れ蓋1と受枠3とが半固定状態となる。そのため
蓋1の応力、ひずみは受枠3の反力R,R′、抵
抗モーメントによつて影響を受け、蓋1のみかけ
の強度が増大し、蓋1の応力値、ひずみは著しく
減少する。同時に半固定状態であるのでガタツキ
振動に起因する騒音は全く発生しない。 Even in this state, the lower surface of the protrusion 2 does not come into contact with the bottom surface of the fitting groove 4, and there is a gap between them, so there is no load transmission through the bottom surface of the fitting groove 4, and the lid 1 is supported only by the inclined side surfaces of the receiving plates 5, 5'. In this way, the trapezoidal projecting edge 2 is fitted and supported in the fitting groove 4 formed by the receiving plates 5, 5', and the lid 1 and the receiving frame 3 are in a semi-fixed state. Therefore, the stress and strain on the lid 1 are influenced by the reaction forces R, R' and the resistance moment of the receiving frame 3, the apparent strength of the lid 1 increases, and the stress value and strain on the lid 1 are significantly reduced. At the same time, since it is in a semi-fixed state, no noise caused by rattling vibration is generated.
受枠3が蓋1から受ける水平分力、即ち各受枠
周縁位置において受ける水平分力はその方向が互
いに逆であるので反力R,R′が相殺して減少
し、平面のみの勾配受型の水平分力(反力Rのみ
の場合)に比べ著しく小さくなる。従つて受枠3
が受ける水平方向の変形(変位)を大巾に減少せ
しめることが出来る。この効果はコーナーにおい
て集中応力が働き、非コーナー周縁において中ぶ
くれ状の変形を生じ易い角型蓋の受枠において顕
著である。反力R,R′は突縁部2、受板5,
5′の嵌合面の傾斜角を変更することによつて調
整できる。 The horizontal component force that the receiving frame 3 receives from the lid 1, that is, the horizontal component force that is received at each receiving frame peripheral edge position, is opposite in direction, so the reaction forces R and R' cancel each other out and decrease. This is significantly smaller than the horizontal component force (in the case of only reaction force R). Therefore, acceptance slot 3
It is possible to greatly reduce the horizontal deformation (displacement) experienced by This effect is remarkable in rectangular lid receiving frames where concentrated stress acts at the corners and bulge-like deformation is likely to occur at the non-corner periphery. The reaction forces R and R' are generated by the projecting edge 2, the receiving plate 5,
This can be adjusted by changing the inclination angle of the fitting surface 5'.
前記の添付図に示す実施例においては、対向す
る2辺に本考案を適用した例によつて説明した
が、勿論、蓋が2枚から成る角型においては相互
に隣接する辺を除く3辺に、また、単一の蓋を有
する角型においては各辺に本考案の構造を設ける
ことができる。 In the embodiment shown in the accompanying drawings, the present invention was applied to two opposing sides, but of course, in a rectangular type with two lids, three sides excluding mutually adjacent sides were explained. Moreover, in the case of a rectangular type having a single lid, the structure of the present invention can be provided on each side.
以上の様に、本考案によれば突縁部2を台形状
とし、又対向する一対の受板5,5′で受けるこ
とによつて蓋1のみかけの強度が増大し、従つて
所定強度のものを得るには軽材量のものでもよく
安価にできるとともに取扱いが容易となり、又受
枠3による緊締により蓋1のガタツキ振動に起因
する騒音の発生を防止できる。しかも外側受板5
と内側受板5′によつて二重に荷重を受けること
によつて受枠3に働く水平分力を著しく減少し、
受枠3の変形を大巾に抑えることができるという
効果がある。 As described above, according to the present invention, the apparent strength of the lid 1 is increased by making the projecting edge part 2 into a trapezoidal shape and receiving it by a pair of opposing receiving plates 5, 5'. The lid 1 can be obtained by using a light material, making it inexpensive and easy to handle, and the tightening by the receiving frame 3 can prevent the generation of noise caused by rattling vibrations of the lid 1. Moreover, the outer receiving plate 5
The horizontal force acting on the receiving frame 3 is significantly reduced by receiving the load twice by the inner receiving plate 5'.
This has the effect that deformation of the receiving frame 3 can be suppressed to a large extent.
第1図は本考案地下構造物用蓋構造の実施例を
示す一部切欠平面図、第2図は第1図−線に
おける拡大縦断面図である。
1:蓋、2:台形突縁部、3:受枠、4:嵌合
溝、5,5′:受板。
FIG. 1 is a partially cutaway plan view showing an embodiment of the lid structure for underground structures of the present invention, and FIG. 2 is an enlarged vertical sectional view taken along the line shown in FIG. 1. 1: Lid, 2: Trapezoidal edge, 3: Receiving frame, 4: Fitting groove, 5, 5': Receiving plate.
Claims (1)
縁部2を下面周縁に沿つて設けた地下構造物用角
型蓋1と、同蓋の台形突縁部2を嵌合支持する嵌
合溝4を内周面に設けた蓋受枠3とから成る地下
構造物用角型蓋枠構造において、前記蓋受枠3の
嵌合溝4は、前記台形突縁部2の内外両側面に対
し同一の傾斜面と前記台形突縁部2の頂部の巾よ
りも狭い底面とを有し、前記蓋1の前記蓋受枠3
への載架状態において、前記蓋1の台形突縁部2
の内外両側面のみが前記蓋受枠3の嵌合溝4の両
内側面に嵌合支持され、且つ前記蓋1の台形突縁
部2の頂部と前記蓋受枠3の嵌合溝4の底部との
間に隙間が設けられていることを特徴とする地下
構造物用角型蓋枠構造。 A rectangular lid 1 for an underground structure having a steeply sloped trapezoidal ridge 2 with linearly inclined inner and outer sides along the periphery of the lower surface, and a fitting that fits and supports the trapezoidal ridge 2 of the lid. In a rectangular lid frame structure for an underground structure consisting of a lid receiving frame 3 provided with a groove 4 on the inner peripheral surface, the fitting groove 4 of the lid receiving frame 3 is the same on both the inner and outer sides of the trapezoidal protrusion 2. and a bottom surface narrower than the width of the top of the trapezoidal protrusion 2, and the lid receiving frame 3 of the lid 1
When the lid 1 is placed on a shelf, the trapezoidal protrusion 2 of the lid 1
Only the inner and outer surfaces of the lid receiving frame 3 are fitted and supported by the inner and outer surfaces of the fitting groove 4 of the lid receiving frame 3, and the top of the trapezoidal protrusion 2 of the lid 1 and the bottom of the fitting groove 4 of the lid receiving frame 3 are connected to each other. A rectangular lid frame structure for underground structures, characterized by having a gap between the ends.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1981185379U JPS6111323Y2 (en) | 1981-12-11 | 1981-12-11 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1981185379U JPS6111323Y2 (en) | 1981-12-11 | 1981-12-11 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57119848U JPS57119848U (en) | 1982-07-26 |
JPS6111323Y2 true JPS6111323Y2 (en) | 1986-04-10 |
Family
ID=29986374
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1981185379U Expired JPS6111323Y2 (en) | 1981-12-11 | 1981-12-11 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6111323Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09158119A (en) * | 1995-12-04 | 1997-06-17 | Junichi Hirata | Architectural engineering structure by curved surface junction |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5262966U (en) * | 1975-11-06 | 1977-05-10 |
-
1981
- 1981-12-11 JP JP1981185379U patent/JPS6111323Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS57119848U (en) | 1982-07-26 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH0251007B2 (en) | ||
JPS6111323Y2 (en) | ||
JPH02193728A (en) | Seat support for public transport vehicle and seat equipped therewith | |
JPH0676410U (en) | Concrete floating structure | |
JPH0220274Y2 (en) | ||
GB2109843A (en) | Frame members for supporting covers or gratings | |
JPH0139797Y2 (en) | ||
JPH0237862Y2 (en) | ||
JP3091402B2 (en) | Floor joint covering device | |
JP2710734B2 (en) | Floor panel support structure | |
JPH0617873Y2 (en) | Manhole receiving frame mounting structure | |
JP2506410Y2 (en) | Support bolt cover for groove lid | |
JPH0213573Y2 (en) | ||
JPS628286Y2 (en) | ||
JPH0745643Y2 (en) | Iron lid with frame | |
JPS5910908Y2 (en) | Metal drum for OF cable | |
JPH0726430Y2 (en) | Manhole cover plate made of stainless steel | |
JP2580159Y2 (en) | Diaphragm valve installation part | |
JPH0242758Y2 (en) | ||
SK6832000A3 (en) | Square or rectangular road system device comprising a support frame and a cover element | |
JP2513090Y2 (en) | Roof support frame | |
JPH0535190Y2 (en) | ||
JPH0755243Y2 (en) | Frame fixing structure | |
JPH0622752Y2 (en) | Free access floor panel | |
JPS6042119Y2 (en) | Corrosion resistant cover |