JPH0449267Y2 - - Google Patents
Info
- Publication number
- JPH0449267Y2 JPH0449267Y2 JP1985003401U JP340185U JPH0449267Y2 JP H0449267 Y2 JPH0449267 Y2 JP H0449267Y2 JP 1985003401 U JP1985003401 U JP 1985003401U JP 340185 U JP340185 U JP 340185U JP H0449267 Y2 JPH0449267 Y2 JP H0449267Y2
- Authority
- JP
- Japan
- Prior art keywords
- lifting
- shaped groove
- wall
- side walls
- reversing
- 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
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 230000005484 gravity Effects 0.000 claims description 11
- 238000003780 insertion Methods 0.000 description 9
- 230000037431 insertion Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Sewage (AREA)
- Load-Engaging Elements For Cranes (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案はコンクリート製U字溝に係り、特に両
側壁が基端から先端に向かつて拡開状に傾斜して
おり、かつ側壁の長手方向上端縁及び下端縁を外
側に張り出す膨出縁として形成してなる吊上げ反
転穴付きコンクリート製U字溝に関するものであ
る。[Detailed description of the invention] [Field of industrial application] The present invention relates to a concrete U-shaped groove, in particular, in which both side walls are inclined in an expanding shape from the base end to the tip, and the side walls are inclined in the longitudinal direction of the side walls. This invention relates to a concrete U-shaped groove with a lifting and reversing hole in which the upper end edge and the lower end edge are formed as bulging edges projecting outward.
[従来技術]
従来よりU字溝などの両側壁略中央位置に、吊
上げ反転工具を用いて吊上げるための吊上げ反転
穴を形成したコンクリート製U字溝は一般に知ら
れている。[Prior Art] Conventionally, concrete U-shaped grooves are generally known in which a lifting reversal hole for lifting using a lifting reversal tool is formed approximately at the center of both side walls of the U-shaped groove.
ところで、コンクリート製U字溝には各種の大
きさ、形状のものが存在しており、特に図面に示
してあるような両側壁が基端から先端に向かつて
拡開状に傾斜しており、かつ側壁の長手方向上端
縁及び下端縁を、外側に張り出す膨出縁として形
成されたコンクリート製U字溝などにあつては、
前記側壁の略中央部の薄肉部に各々吊上げ反転工
具の差込棒を挿入して吊上げ反転させる際に各種
の問題点があつた。 By the way, there are various sizes and shapes of concrete U-shaped grooves, and in particular, as shown in the drawing, both side walls are inclined in a widening shape from the base end to the tip. In the case of a concrete U-shaped groove, etc., in which the upper and lower longitudinal edges of the side walls are formed as bulging edges projecting outward,
Various problems arose when the insertion rods of the lifting and reversing tools were inserted into the thin-walled portions of the substantially central portions of the side walls to lift and reverse the apparatus.
すなわち、前記吊上げ反転穴はU字溝の略重心
位置に穿設しなければならないため、側壁の略中
央部の薄肉部に形成しなければならず、かつコン
クリート製U字溝の両側壁が基端から先端に向か
つて拡開状に傾斜して形成されているため、前記
吊上げ反転工具の差込棒を差し込んで吊上げる
と、この差込棒と連結するワイヤーロープなどの
吊上げ杆が前記U字溝の、特に側璧先端に形成さ
れた膨出縁に当接してしまい、吊上げ反転できな
いこととなるからである(第3図参照)。 That is, since the above-mentioned lifting reversal hole must be bored approximately at the center of gravity of the U-shaped groove, it must be formed in a thin section approximately at the center of the side wall, and both side walls of the concrete U-shaped groove must be located at the base. Since it is formed to be inclined in a widening shape from the end to the tip, when the insertion rod of the lifting and reversing tool is inserted and lifted, the lifting rod such as a wire rope connected to this insertion rod will be connected to the U This is because it comes into contact with the bulging edge formed at the tip of the side wall of the groove, making it impossible to lift and turn over (see Fig. 3).
また、前述のように薄肉部に吊上げ反転穴を形
成しなければならないので、コンクリート製U字
溝が破損しやすいものであつた(第3図参照)。 Furthermore, as mentioned above, since the lifting and reversing holes had to be formed in the thin walled portions, the concrete U-shaped grooves were easily damaged (see Fig. 3).
[考案の目的]
かくして本考案は、かかる従来の問題点、欠点
に対処すべく案出されたものであつて、両側壁が
基端から先端に向かつて拡開状に傾斜しており、
かつ側壁の長手方向上端縁及び下端縁を、外側に
張り出す膨出縁として形成してなるコンクリート
製U字溝にあつては、該コンクリート製U字溝両
側壁の長手方向略中央部へ両膨出縁にわたつて設
けられ、外面が垂直面として構成された補強壁を
形成し、この補強壁上に存するU字溝の略重心位
置には、補強壁外面より補強壁に対し直交方向に
延びる吊上げ反転穴を穿設することにより、従来
からの吊上げ反転工具になんの加工をすることな
く、スムーズに、簡単に、安全に吊上げて反転す
ることができ、またU字溝のコンクリート側壁を
破損させることのない吊上げ反転穴付きコンクリ
ート製U字溝を提供することを目的とするもので
ある。[Purpose of the invention] Thus, the present invention has been devised to address the problems and drawbacks of the conventional method, and has both side walls slanted in an expanding shape from the base end toward the distal end.
In the case of a concrete U-shaped groove in which the longitudinal upper and lower edges of the side walls are formed as outwardly projecting bulges, both sides of the concrete U-shaped groove are formed approximately in the longitudinal center of both side walls of the concrete U-shaped groove. A reinforcing wall is provided across the bulge edge and the outer surface is configured as a vertical surface, and at approximately the center of gravity of the U-shaped groove existing on this reinforcing wall, there is a wall extending from the outer surface of the reinforcing wall in a direction perpendicular to the reinforcing wall. By drilling an extending lifting and reversing hole, lifting and reversing can be carried out smoothly, easily, and safely without any modification to conventional lifting and reversing tools. The object of the present invention is to provide a concrete U-shaped groove with a lifting and reversing hole that will not be damaged.
[考案の構成]
本考案による吊上げ反転穴付きコンクリート製
U字溝は、
両側壁が基端から先端に向かつて拡開状に傾斜
して形成されたコンクリート製U字溝であり、
前記両側壁の長手方向上端縁及び下端縁を、外
側に張り出す膨出縁として形成し、かつ前記側壁
の上端縁と下端縁との間の壁を薄肉壁として形成
してなり、
前記両側壁の長手方向略中央部には両膨出縁に
わたつて設けられ、外面が垂直面として構成され
た補強壁を形成し、
この補強壁上に存するU字溝の略重心位置に
は、補強壁外面より補強壁に対し直交方向に延び
る吊上げ反転穴を一対穿設してなることを特徴と
して構成されているものである。[Structure of the invention] The concrete U-shaped groove with a lifting and reversing hole according to the invention is a concrete U-shaped groove in which both side walls are inclined in an expanding shape from the base end to the tip, and the both side walls are an upper end edge and a lower end edge in the longitudinal direction are formed as bulging edges projecting outward, and a wall between the upper end edge and the lower end edge of the side wall is formed as a thin wall, and the longitudinal direction of the both side walls is formed as a bulging edge. A reinforcing wall is provided approximately in the center, spanning both bulging edges, and the outer surface is configured as a vertical surface.A reinforcement wall is provided approximately at the center of gravity of the U-shaped groove on this reinforcing wall from the outer surface of the reinforcing wall. This structure is characterized by having a pair of reversible lifting holes extending perpendicularly to the wall.
[実施例]
以下本考案を図面に示す実施例に基づいて説明
する。[Example] The present invention will be described below based on an example shown in the drawings.
図面において符号Aは本考案による吊上げ反転
穴付きU字溝を示す。該吊上げ反転穴付きU字溝
Aは、両側壁1,1と、この両側壁1,1を連結
する底板2とにより形成されている。 In the drawings, reference numeral A indicates a U-shaped groove with a lifting and reversing hole according to the present invention. The U-shaped groove A with a lifting reversal hole is formed by both side walls 1, 1 and a bottom plate 2 connecting the both side walls 1, 1.
該両側壁1,1はその基端より先端に向かつて
拡開状に、すなわち側壁の基端から先端に向かつ
て直角方向より外側に両側壁の先端がくるように
傾斜を有して形成されている。 The side walls 1, 1 are formed in a widening shape from the base end toward the tip, that is, are formed with an inclination such that the ends of the side walls are located outside the perpendicular direction from the base end to the tip of the side wall. ing.
また、該吊上げ反転穴付きU字溝Aは、側壁
1,1の長手方向上端縁及び下端縁が外側に張り
出す膨出縁3,3が形成されている。そして、側
壁1の縁を除いては全体に薄肉壁4として形成さ
れている。 Further, the U-shaped groove A with the lifting reversal hole is formed with bulging edges 3, 3 in which the upper and lower edges in the longitudinal direction of the side walls 1, 1 project outward. The side wall 1 is entirely formed as a thin wall 4 except for its edges.
さらにこの吊上げ反転穴付きU字溝Aの両側壁
1,1の長手方向略中央部、すなわちU字溝Aの
略重心位置の存する長手方向略中央部には、側壁
1の上端縁と下端縁に形成された両膨出縁3,3
にわたつて設けられ、外面が垂直面とされた補強
壁5が形成されている。 Further, in the approximately central portion in the longitudinal direction of both side walls 1, 1 of this U-shaped groove A with a lifting and reversing hole, that is, in the approximately central portion in the longitudinal direction where the center of gravity of the U-shaped groove A exists, the upper end edge and the lower end edge of the side wall 1 are provided. Both bulging edges 3, 3 formed in
A reinforcing wall 5 is formed that spans the area and has a vertical outer surface.
尚、補強壁5はコンクリート製U字溝の長手方
向の長さによつては複数形成しても構わないが
(第2図参照)、必ず1つの補強壁は後述する一対
の吊上げ反転穴を穿設するために、両側壁1,1
の長手方向略中央部(すなわちU字溝Aの略重心
位置の存する長手方向略中央部)に形成してお
く。 Note that a plurality of reinforcing walls 5 may be formed depending on the length of the concrete U-shaped groove in the longitudinal direction (see Fig. 2), but one reinforcing wall must have a pair of lifting inversion holes described later. For drilling, both side walls 1,1
(i.e., approximately at the center of the U-shaped groove A in the longitudinal direction where the center of gravity of the U-shaped groove A is located).
よつて、該補強壁5には、この補強壁5上に存
するU字溝の略重心位置であつて、補強壁外面よ
り補強壁に対し直交方向に、すなわち水平方向に
向かつて延びる一対の吊上げ反転穴6,6が穿設
されるものとなる。 Therefore, the reinforcing wall 5 has a pair of suspensions extending from the outer surface of the reinforcing wall in a direction perpendicular to the reinforcing wall, that is, in a horizontal direction, which is approximately at the center of gravity of the U-shaped groove existing on the reinforcing wall 5. Reversal holes 6, 6 are to be drilled.
しかして、補強璧5上に存するU字溝の略重心
位置に一対の吊上げ反転穴6,6を穿設し、該吊
上げ反転穴6,6に一対の吊上げ反転工具の差込
棒を差し込んで吊上げるために、U字溝A吊上げ
時にU字溝Aの上下左右の安定的なバランスを保
つことができると共に膨出縁にひつかかることが
なく、もつてU字溝の反転作業を安全、迅速、ス
ムーズに行うことができるものとなつている。 Then, a pair of lifting reversing holes 6, 6 are bored at approximately the center of gravity of the U-shaped groove existing on the reinforcing wall 5, and the insertion rods of a pair of lifting reversing tools are inserted into the lifting reversing holes 6, 6. When lifting the U-shaped groove A, it is possible to maintain a stable balance in the vertical and horizontal directions of the U-shaped groove A, and it does not catch on the bulging edge, making it possible to safely invert the U-shaped groove. It can be done quickly and smoothly.
なお、この吊上げ反転穴6,6の形成について
はなんら限定されるものではなく、前記補強壁5
内に略円柱状の吊上げ反転穴6,6を穿設したも
のでも構わないし、中空パイプ状の補強管とこの
補強管に固定されたアンカー部を有する係止板と
を備えた埋設部材を前記補強壁5内に埋設して、
補強された吊上げ反転穴6,6をして形成しても
構わないものである。 Note that the formation of the lifting reversal holes 6, 6 is not limited in any way;
A buried member having substantially cylindrical lifting and reversing holes 6, 6 bored therein may be used, or a buried member having a hollow pipe-shaped reinforcing pipe and a locking plate having an anchor portion fixed to the reinforcing pipe may be used. Buried within the reinforcing wall 5,
It is also possible to form reinforced lifting and reversing holes 6,6.
またこの吊上げ反転穴6,6を盲穴状に構成し
ても構わないし、貫通状として構成しても構わな
い。 Further, the lifting and reversing holes 6, 6 may be configured as blind holes or may be configured as through holes.
いずれにせよ、吊上げ反転工具の差込棒を前記
一対の吊上げ反転穴6,6に差し込み、吊上げ反
転作業を行う際に、吊上げ反転穴6,6が補強璧
5上に存するU字溝の重心位置であつて、回転軸
が水平軸線上にあり、かつ補強壁5,5の表面壁
は前記回転軸、すなわち吊上げ反転穴6の延長方
向と直角方向に位置していることが構成要件とさ
れるものである。 In any case, when the insertion rod of the lifting and reversing tool is inserted into the pair of lifting and reversing holes 6 and 6 and the lifting and reversing work is performed, the lifting and reversing holes 6 and 6 are located at the center of gravity of the U-shaped groove that exists on the reinforcing wall 5. The structural requirements are that the rotation axis is on the horizontal axis and the surface walls of the reinforcing walls 5, 5 are located in a direction perpendicular to the rotation axis, that is, the extension direction of the lifting reversal hole 6. It is something that
以上において本考案による吊上げ反転穴付きU
字溝Aの吊上げ反転作業は、水平方向に突出する
差込棒10,10と、この差込棒10,10を保
持する差込棒保持具11,11と、この保持具1
1,11に連結する吊上げ杆12,12と、この
一対の吊上げ杆12,12が連結する横架材13
と、該横架材13から延出し、クレーンなどに係
止される吊杆14とからなる普通の吊上げ反転工
具Bによつて行えるものである。 In the above, the U with a lifting reversal hole according to the present invention
The work of lifting and reversing the groove A is carried out using insertion rods 10, 10 that protrude in the horizontal direction, insertion rod holders 11, 11 that hold the insertion rods 10, 10, and this holder 1.
1 and 11, and a horizontal member 13 to which the pair of lifting rods 12 and 12 are connected.
This can be carried out using an ordinary lifting and reversing tool B consisting of a hanging rod 14 which extends from the horizontal member 13 and is latched to a crane or the like.
すなわち、前記差込棒10,10を各々補強璧
5上に存するU字溝の重心位置に穿設された吊上
げ反転穴6,6に差し込み、その状態でクレーン
などによつて吊上げ、かつ水平方向を回転軸とし
て吊上げ反転穴付きU字溝Aを回転させれば吊上
げ反転工具Bに過度の無理な力がかかることなく
簡単に、スムーズに反転できるものである。 That is, the insertion rods 10, 10 are each inserted into the lifting reversal holes 6, 6 drilled at the center of gravity of the U-shaped groove existing on the reinforcing wall 5, and in this state, it is lifted by a crane or the like, and is then moved in the horizontal direction. By rotating the U-shaped groove A with a lifting and reversing hole using the tool B as a rotation axis, the lifting and reversing tool B can be easily and smoothly reversed without applying excessive force.
[考案の効果] かくして本考案は以上の構成よりなる。[Effect of the idea] Thus, the present invention has the above configuration.
そして本考案による吊上げ反転穴付きコンクリ
ート製U字溝であれば、両側壁の長手方向略中央
部へ両膨出縁にわたつて設けられ、外面が垂直面
とされた補強壁が形成されており、この補強壁上
に存するU字溝の重心位置には、補強壁外面より
補強壁に対し直交方向に、すなわち水平方向に向
かつて延在する一対の吊上げ反転穴が穿設されて
いるため、安全、迅速、スムーズにコンクリート
製U字溝を吊上げて反転させることができる。 The concrete U-shaped groove with a lifting and reversing hole according to the present invention is provided approximately at the center in the longitudinal direction of both side walls, spanning both bulging edges, and a reinforcing wall with a vertical outer surface is formed. At the center of gravity of the U-shaped groove on this reinforced wall, a pair of lifting reversal holes are drilled that extend from the outer surface of the reinforced wall in a direction perpendicular to the reinforced wall, that is, in a horizontal direction. Concrete U-shaped grooves can be lifted and turned over safely, quickly, and smoothly.
従つて、従来の端縁に膨張縁のあるU字溝のよ
うに吊上げ反転作業に手間取り、かつ危険性を感
ずることはないものとなつている。 Therefore, unlike the conventional U-shaped groove with an inflatable edge, the lifting and reversing work is not time-consuming and dangerous.
さらに側壁の大部分が薄肉壁であつても本考案
による吊上げ反転穴付きコンクリート製U字溝で
あれば、その吊上げ反転時にU字溝が破損するお
それはないものとなつている。 Furthermore, even if most of the side walls are thin walls, if the concrete U-shaped groove with lifting and reversing holes according to the present invention is used, there is no fear that the U-shaped groove will be damaged during lifting and reversing.
また側壁の大部分を薄肉壁とすることにより、
製作コストを低減できるのみならず、U字溝の軽
量化が図れるので運搬性、敷設作業性等も良好と
なる。 In addition, by making most of the side walls thin,
Not only can the manufacturing cost be reduced, but the weight of the U-shaped groove can be reduced, so transportability, installation workability, etc. can be improved.
第1図、第2図は本考案の実施例を示す斜視
図、第3図は従来例の使用状態図、第4図は本考
案の使用状態図である。
A……吊上げ反転穴付きU字溝、B……吊上げ
反転工具、1……側壁、2……底板、3……膨出
縁、4……薄肉壁、5……補強壁、6……吊上げ
反転穴、10……差込棒、11……差込棒保持
具、12……吊上げ杆、13……横架材、14…
…吊杆。
1 and 2 are perspective views showing an embodiment of the present invention, FIG. 3 is a diagram of a conventional example in use, and FIG. 4 is a diagram of the present invention in use. A... U-shaped groove with lifting reversal hole, B... Lifting and reversing tool, 1... Side wall, 2... Bottom plate, 3... Swelled edge, 4... Thin wall, 5... Reinforcement wall, 6... Lifting inversion hole, 10... Insert rod, 11... Insert rod holder, 12... Lifting rod, 13... Horizontal member, 14...
...hanging rod.
Claims (1)
して形成されたコンクリート製U字溝であり、 前記両側壁の長手方向上端縁及び下端縁を、外
側に張り出す膨出縁として形成し、かつ前記側壁
の上端縁と下端縁との間の壁を薄肉壁として形成
してなり、 前記両側壁の長手方向略中央部には、両膨出縁
にわたつて設けられ、外面が垂直面として構成さ
れた補強壁を形成し、 この補強壁上に存するU字溝の略重心位置に
は、補強壁外面より補強壁に対し直交方向に延び
る吊上げ反転穴を一対穿設してなることを特徴を
する吊上げ反転穴付きコンクリート製U字溝。[Scope of Claim for Utility Model Registration] A concrete U-shaped groove formed with both side walls slanting in an expanding shape from the base end to the tip end, with the upper and lower edges in the longitudinal direction of the both sides walls facing outward. and a wall between the upper end edge and the lower end edge of the side wall is formed as a thin wall, and substantially at the center in the longitudinal direction of the both side walls, both the bulged edges are formed. A reinforcing wall is provided across the wall and the outer surface is configured as a vertical surface, and a lifting inversion hole extending from the outer surface of the reinforcing wall in a direction perpendicular to the reinforcing wall is located approximately at the center of gravity of the U-shaped groove on this reinforcing wall. A concrete U-shaped groove with a lifting reversal hole, which is characterized by having a pair of holes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1985003401U JPH0449267Y2 (en) | 1985-01-14 | 1985-01-14 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1985003401U JPH0449267Y2 (en) | 1985-01-14 | 1985-01-14 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61121282U JPS61121282U (en) | 1986-07-31 |
JPH0449267Y2 true JPH0449267Y2 (en) | 1992-11-19 |
Family
ID=30477994
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1985003401U Expired JPH0449267Y2 (en) | 1985-01-14 | 1985-01-14 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0449267Y2 (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56720B2 (en) * | 1973-06-13 | 1981-01-09 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55178075U (en) * | 1979-06-04 | 1980-12-20 | ||
JPS56720U (en) * | 1979-06-11 | 1981-01-07 | ||
JPS6218618Y2 (en) * | 1981-01-25 | 1987-05-13 |
-
1985
- 1985-01-14 JP JP1985003401U patent/JPH0449267Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56720B2 (en) * | 1973-06-13 | 1981-01-09 |
Also Published As
Publication number | Publication date |
---|---|
JPS61121282U (en) | 1986-07-31 |
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