JPH0513827Y2 - - Google Patents

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Publication number
JPH0513827Y2
JPH0513827Y2 JP1988148908U JP14890888U JPH0513827Y2 JP H0513827 Y2 JPH0513827 Y2 JP H0513827Y2 JP 1988148908 U JP1988148908 U JP 1988148908U JP 14890888 U JP14890888 U JP 14890888U JP H0513827 Y2 JPH0513827 Y2 JP H0513827Y2
Authority
JP
Japan
Prior art keywords
lifting
shaped groove
reversing
side walls
reinforcing
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 - Lifetime
Application number
JP1988148908U
Other languages
Japanese (ja)
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JPH0175190U (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
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Priority to JP1988148908U priority Critical patent/JPH0513827Y2/ja
Publication of JPH0175190U publication Critical patent/JPH0175190U/ja
Application granted granted Critical
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Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、特に吊
上げ反転工具を用いて吊上げ、反転、運搬できる
吊上げ反転穴付きU字溝に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a concrete U-shaped groove, and more particularly to a U-shaped groove with a lifting and reversing hole that can be lifted, reversed, and transported using a lifting and reversing tool.

[従来技術] 従来よりコンクリート製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U字溝は一般に知ら
れている。
[Prior Art] Conventionally, a U-shaped groove made of concrete, etc., in which a lifting reversal hole for lifting using a lifting reversing tool is formed approximately at the center of both side walls is generally known.

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
してあるような断面略半円弧状をなし、両側壁の
先端には外側に張り出す膨出部を備えたU字溝に
あつては、前記側壁の略中央部の薄肉部に各々吊
上げ反転用の吊上げ反転穴を形成し、この吊上げ
反転穴に吊上げ反転工具の差込棒を挿入して吊上
げ反転させる際には各種の欠点や問題点があつ
た。
By the way, there are various sizes and shapes of concrete U-shaped grooves, and in particular, as shown in the drawing, the cross section is approximately a semicircular arc, and the tips of both side walls have bulges that extend outward. In the case of a U-shaped groove with a protruding part, a lifting reversing hole for lifting and reversing is formed in each thin wall portion at the approximate center of the side wall, and an insertion rod of a lifting reversing tool is inserted into the lifting reversing hole. There were various drawbacks and problems when lifting and reversing the equipment.

すなわち、前記吊上げ反転穴は両側壁の略中央
部の薄肉部に形成してあるため、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部材が前記
U字溝の膨出部に当接してしまい、かろうじて吊
上げることはできるが反転できないという問題が
あつたからである(第6図参照)。
That is, since the above-mentioned lifting and reversing holes are formed in the thin parts at the approximate center of both side walls, when the insertion rod of the lifting and reversing tool is inserted and lifted, a lifting member such as a wire rope connected to this insertion rod is removed. This is because there was a problem in that the handle came into contact with the bulge of the U-shaped groove, and although it was barely possible to lift it, it could not be turned over (see Fig. 6).

また、前述のように薄肉部に吊上げ反転穴を形
成してあるので、コンクリート製のU字溝がその
部分から破損するという問題があつた。
Furthermore, since the lifting reversal hole is formed in the thin wall portion as described above, there is a problem in that the concrete U-shaped groove is damaged from that portion.

[考案の目的] かくして本考案は、前記従来の問題点、欠点に
対処すべく案出されたものであつて、従来からの
吊上げ反転工具になんの加工をすることもなく吊
上げられるのみならず、スムーズに、簡単に、安
全に反転させることができ、吊上げ反転作業によ
り両側壁が破損するおそれのない吊上げ反転穴付
きU字溝の提供を目的とする。
[Purpose of the invention] Thus, the present invention has been devised to address the problems and shortcomings of the conventional lifting and reversing tools. To provide a U-shaped groove with a lifting and reversing hole that can be smoothly, easily and safely turned over and has no risk of damage to both side walls due to lifting and reversing work.

[考案の構成] 第1図乃至第5図には、本考案による吊上げ反
転穴付きU字溝の構成が示されている。
[Structure of the invention] FIGS. 1 to 5 show the structure of a U-shaped groove with a lifting reversal hole according to the invention.

本考案の吊上げ反転穴付きU字溝は、断面略半
円弧状をなし、両側壁2,2の先端部には外側に
張り出す膨出部3が形成されている。
The U-shaped groove with a lifting reversal hole of the present invention has a substantially semicircular cross section, and a bulge 3 that projects outward is formed at the tip of both side walls 2, 2.

そして、U字溝の長手方向両端部および長手方
向略中央部における両側壁2,2外面に、膨出部
3と略同等の厚みを有し、その外面が垂直面とさ
れた補強壁4を各々形成されている。
A reinforcing wall 4 having a thickness substantially equal to that of the bulge 3 and whose outer surface is a vertical surface is provided on the outer surfaces of both side walls 2, 2 at both longitudinal ends and approximately at the longitudinal center of the U-shaped groove. Each is formed.

さらに、前記長手方向略中央部に形成された補
強壁4,4のU字溝略重心位置には、補強壁4外
面と直角方向に穿たれた一対の吊上げ反転穴5,
5を設けてある。
Furthermore, a pair of lifting reversal holes 5, which are bored perpendicularly to the outer surface of the reinforcing walls 4, are provided at substantially the center of gravity of the U-shaped grooves of the reinforcing walls 4, 4 formed in the substantially central portions in the longitudinal direction.
5 is provided.

[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。
In the drawings, reference numeral A indicates a U-shaped groove with a lifting and reversing hole according to the present invention.

該吊上げ反転穴付きU字溝Aは、底板1と両側
壁2,2とが連続的に一体的に形成され、断面略
半円弧状をなして構成されている。
The U-shaped groove A with a lifting and reversing hole is configured such that the bottom plate 1 and both side walls 2, 2 are continuously and integrally formed, and have a substantially semicircular cross section.

そして、両側壁2,2の先端には外側に各々張
り出す膨出部3,3が設けられている。
Further, bulges 3, 3 projecting outward are provided at the tips of the side walls 2, 2, respectively.

このようにU字溝Aの先端部が膨出部3,3の
形成により厚みを有して形成されているのは、こ
の部分は地上に露出する可能性があり、よつて比
較的厚さをもたせ、補強しておく必要があること
などの理由による。
The reason why the tip of the U-shaped groove A is thickened due to the formation of the bulges 3 and 3 is because this part may be exposed above the ground, and therefore the thickness is relatively small. This is due to the need to support and reinforce the structure.

しかし、その他の部分は地中に埋設されてしま
うため材料費の節減等の目的もあつて、比較的薄
肉壁として構成されているのである。
However, since other parts are buried underground, they are constructed with relatively thin walls in order to reduce material costs.

また、第5図からも理解されるように、U字溝
Aの長手方向両端部および長手方向中央部には、
膨出部3と略同等の厚みを有して両側壁2,2の
外面より張り出す補強壁4,4がそれぞれ形成さ
れている。そして、各補強壁4の外面は垂直面と
されている。
Moreover, as can be understood from FIG. 5, at both longitudinal ends and at the longitudinal center of the U-shaped groove A,
Reinforcement walls 4, 4 having substantially the same thickness as the bulging portion 3 and protruding from the outer surfaces of the side walls 2, 2 are formed, respectively. The outer surface of each reinforcing wall 4 is a vertical surface.

この補強壁4,4の形状については、第1図の
ように外周全てにわたるように形成しても構わな
いし、第2図のように側壁の下端位置までの形成
でも構わないし、第3図のような形状に構成して
も構わない。
Regarding the shape of the reinforcing walls 4, 4, they may be formed to cover the entire outer periphery as shown in FIG. 1, or may be formed up to the lower end of the side wall as shown in FIG. It may be configured in such a shape.

いずれにしてもこの補強壁4,4の形成におけ
る重要な要件はその外面が垂直面として形成され
ることである。
In any case, an important requirement in forming the reinforcing walls 4, 4 is that their outer surfaces are formed as vertical surfaces.

さらに、U字溝Aの両側壁2,2の長手方向中
央部に形成された補強壁4,4におけるU字溝A
の略重心位置には、一対の吊上げ反転穴5,5が
形成されている。
Further, the U-shaped groove A in the reinforcing walls 4, 4 formed in the longitudinal center of the both side walls 2, 2 of the U-shaped groove A
A pair of lifting and reversing holes 5, 5 are formed approximately at the center of gravity.

この吊上げ反転穴5は前記補強壁4の外面と直
角方向に、すなわち水平方向に穿たれており、U
字溝側壁2,2内に延出する盲穴あるいは透孔と
されている。
This lifting reversal hole 5 is bored in a direction perpendicular to the outer surface of the reinforcing wall 4, that is, in a horizontal direction.
It is a blind hole or a through hole extending into the side walls 2, 2 of the groove.

なお、この吊上げ反転穴5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4内に
略円柱状の穴を直接穿設して形成しても構わない
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4内に埋設して、補強された吊上
げ反転穴5として形成しても構わないものであ
る。
Note that the formation of the lifting reversal hole 5 is not limited in any way, and it may be formed by directly drilling a substantially cylindrical hole in the reinforcing wall 4, or a hollow pipe-shaped reinforcing tube may be formed. An embedding member having a locking plate having an anchor portion fixed to the reinforcing pipe may be buried in the reinforcing wall 4 to form the reinforced lifting reversal hole 5.

いずれにせよ、吊上げ反転工具Bの差込棒1
0,10を前記吊上げ反転穴5に差し込み、吊上
げ反転作業を行う際に、回転軸が水平軸線上にあ
り、かつ補強壁4,4の表面壁は前記回転軸、す
なわち吊上げ反転穴5の延長方向と直角方向に位
置していることが要件とされるものである。
In any case, the insertion rod 1 of the lifting and reversing tool B
0 and 10 into the lifting and reversing hole 5 to perform the lifting and reversing work, the rotation axis is on the horizontal axis, and the surface walls of the reinforcing walls 4 and 4 are aligned with the rotation axis, that is, an extension of the lifting and reversing hole 5. It is required to be located perpendicular to the direction.

以上において本考案による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11,11に連結す
る吊上げ部材12,12と、この一対の吊上げ部
材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り
部材14,14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 lifting and reversing work of the U-shaped groove A according to the present invention is performed using the insertion rods 10, 10 that protrude in the horizontal direction.
, the insertion rod holders 11, 11 that hold the insertion rods 10, 10, the lifting members 12, 12 connected to the holders 11, 11, and the horizontal portions to which the pair of lifting members 12, 12 are connected. This can be carried out using an ordinary lifting and reversing tool B consisting of a frame member 13 and hanging members 14, 14 extending from the horizontal frame member 13 and latched to a crane or the like.

すなわち、前記差込棒10,10を各々吊上げ
反転穴5,5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
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、またU字溝Aの先
端部に形成された膨出部3,3にひつかかること
なく簡単に、スムーズに反転でき、吊上げること
ができるものとされている。
That is, by inserting the insertion rods 10, 10 into the lifting and reversing holes 5, 5, respectively, and lifting it up with a crane or the like in that state, and rotating the U-shaped groove A with the horizontal direction as the rotation axis, the lifting and reversing tool B is completed. The device shall be able to be easily and smoothly turned over and lifted without applying excessive force to the U-shaped groove A and without getting hit by the bulges 3, 3 formed at the tip of the U-shaped groove A. ing.

以上説明したように本実施例によれば、断面略
半円弧状をなし、両側壁2,2の先端部には外面
に張り出す膨出部3が形成されたU字溝におい
て、U字溝の長手方向両端部および長手方向略中
央部における両側壁2,2外面に、膨出部3と略
同等の厚みを有し、その外面が垂直面とされた補
強壁4を各々形成し、前記長手方向略中央部に形
成された補強壁4,4のU字溝略重心位置には、
補強壁4外面と直角方向に穿たれた一対の吊上げ
反転穴5,5を設けたので、従来のU字溝のよう
に反転作業に手間取つたり、作業時に危険性を感
ずることなく、安全、迅速、かつスムーズに吊上
げて反転させることができ、また、吊上げ反転作
業により両側壁2,2が破損するおそれもない。
As explained above, according to this embodiment, in the U-shaped groove, which has a substantially semicircular arc cross section and has a bulging portion 3 projecting outward at the tip of both side walls 2, 2, the U-shaped groove Reinforcing walls 4 having substantially the same thickness as the bulging portion 3 and whose outer surfaces are vertical are formed on the outer surfaces of both side walls 2, 2 at both ends in the longitudinal direction and at a substantially central portion in the longitudinal direction, respectively. At approximately the center of gravity of the U-shaped groove of the reinforcing walls 4, 4 formed at approximately the center in the longitudinal direction,
A pair of lifting and reversing holes 5 and 5 are provided perpendicularly to the outer surface of the reinforcing wall 4, so unlike conventional U-shaped grooves, reversing work is time-consuming and there is no danger during the work, making it safer. , it can be lifted and turned over quickly and smoothly, and there is no fear that the both side walls 2, 2 will be damaged by the lifting and turning operation.

さらに、U字溝Aの長手方向両端部および長手
方向略中央部における両側壁2,2外面には補強
壁4が形成されているので、両側壁2,2の大部
分が薄肉壁に形成されていても剛性が高く、せん
断力や曲げモーメント等の外力が作用したり、敷
設作業等の際に岩盤やコンクリート面に載置して
も破損するおそれがない。
Further, since reinforcing walls 4 are formed on the outer surfaces of both side walls 2, 2 at both longitudinal ends and approximately at the longitudinal center of the U-shaped groove A, most of the side walls 2, 2 are formed into thin walls. It has high rigidity even when exposed, and there is no risk of damage even if external forces such as shearing force or bending moment are applied to it, or if it is placed on rock or concrete during installation work.

また、側壁2の大部分が薄肉壁で形成されてい
るので、高い剛性を有するわりに製作コストを低
減できるのみならず、U字溝の軽量化が図れ、こ
のため、運搬性、敷設作業性等も良好となる。
In addition, since most of the side wall 2 is formed of a thin wall, it is possible to not only reduce manufacturing costs despite having high rigidity, but also to reduce the weight of the U-shaped groove, which improves transportability, installation workability, etc. will also be good.

[考案の効果] 以上説明したように本考案では、断面略半円弧
状をなし、両側壁の先端部には外面に張り出す膨
出部が形成されたU字溝において、U字溝の長手
方向両端部および長手方向略中央部における両側
壁外面に、膨出部と略同等の厚みを有し、その外
面が垂直面とされた補強壁を各々形成し、前記長
手方向略中央部に形成された補強壁のU字溝略重
心位置には、補強壁外面と直角方向に穿たれた一
対の吊上げ反転穴を設けたので、従来のU字溝の
ように反転作業に手間取つたり、作業時に危険性
を感ずることなく、安全、迅速、かつスムーズに
吊上げて反転させることができ、また、吊上げ反
転作業により両側壁が破損するおそれもない。
[Effects of the invention] As explained above, in the present invention, in a U-shaped groove having a substantially semicircular arc cross section and a bulge extending outward from the tip of both side walls, the longitudinal direction of the U-shaped groove is A reinforcing wall having a thickness substantially equal to that of the bulge portion and whose outer surface is a vertical surface is formed on the outer surfaces of both side walls at both end portions in the direction and at the substantially center portion in the longitudinal direction, and is formed at the substantially center portion in the longitudinal direction. At approximately the center of gravity of the U-shaped groove in the reinforcing wall, we provided a pair of lifting and reversing holes drilled in a direction perpendicular to the outer surface of the reinforcing wall. It is possible to safely, quickly and smoothly lift and invert without feeling any danger during the work, and there is no risk of damage to both side walls due to the lifting and inversion work.

さらに、U字溝の長手方向両端部および長手方
向略中央部における両側壁外面には補強壁が形成
されているので、両側壁の大部分が薄肉壁に形成
されていても剛性が高く、せん断力や曲げモーメ
ント等の外力が作用したり、敷設作業等の際に岩
盤やコンクリート面に載置しても破損するおそれ
がない。
Furthermore, since reinforcing walls are formed on the outer surfaces of both side walls at both longitudinal ends and approximately at the longitudinal center of the U-shaped groove, even if most of the both side walls are formed with thin walls, the rigidity is high and the shear resistance is high. There is no risk of damage even if external forces such as force or bending moment are applied to it, or if it is placed on rock or concrete surfaces during installation work.

また、側壁の大部分が薄肉壁で形成されている
ので、高い剛性を有するわりに製作コストを低減
できるのみならず、U字溝の軽量化が図れ、この
ため、運搬性、敷設作業性等も良好となる。
In addition, most of the side walls are made of thin walls, which not only reduces manufacturing costs despite having high rigidity, but also reduces the weight of the U-shaped groove, which improves transportability and installation workability. Becomes good.

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

第1図は実施例の構成を示す部分断面図(その
1)、第2図は実施例の構成を示す部分断面図
(その2)、第3図は実施例の構成を示す部分断面
図(その3)、第4図は本考案によるU字溝の使
用状態を示す部分断面図、第5図は実施例の構成
を示す斜視図、第6図は従来のU字溝の使用状態
を示す部分断面図、である。 A……吊上げ反転穴付きU字溝、B……吊上げ
反転工具、1……底板、2……側壁、3……膨出
部、4……補強壁、5……吊上げ反転穴、10…
…差込棒、11……差込棒保持具、12……吊上
げ部材、13……横架材、14……吊部材。
Fig. 1 is a partial sectional view (part 1) showing the structure of the embodiment, Fig. 2 is a partial sectional view (part 2) showing the structure of the embodiment, and Fig. 3 is a partial sectional view (part 2) showing the structure of the embodiment. Part 3), Fig. 4 is a partial sectional view showing how the U-shaped groove according to the present invention is used, Fig. 5 is a perspective view showing the configuration of the embodiment, and Fig. 6 shows how the conventional U-shaped groove is used. It is a partial sectional view. A... U-shaped groove with a lifting reversal hole, B... Lifting reversing tool, 1... Bottom plate, 2... Side wall, 3... Swelling part, 4... Reinforcement wall, 5... Lifting reversing hole, 10...
...insert rod, 11...insert rod holder, 12...hanging member, 13...horizontal frame member, 14...hanging member.

Claims (1)

【実用新案登録請求の範囲】 断面略半円弧状をなし、両側壁2,2の先端部
には外側に張り出す膨出部3が形成されたU字溝
において、 U字溝の長手方向両端部および長手方向略中央
部における両側壁2,2外面に、膨出部3と略同
等の厚みを有し、その外面が垂直面とされた補強
壁4を各々形成し、 前記長手方向略中央部に形成された補強壁4,
4のU字溝略重心位置には、補強壁4外面と直角
方向に穿たれた一対の吊上げ反転穴5,5を設け
た、ことを特徴とする吊上げ反転穴付きU字溝。
[Claims for Utility Model Registration] In a U-shaped groove having a substantially semicircular arc cross section and a bulge 3 projecting outward at the tips of both side walls 2, 2, both ends in the longitudinal direction of the U-shaped groove A reinforcing wall 4 having a thickness substantially equal to that of the bulging portion 3 and whose outer surface is a vertical surface is formed on the outer surface of both side walls 2, 2 at a substantially central portion in the longitudinal direction; A reinforcing wall 4 formed in the
4, a pair of lifting reversing holes 5, 5 bored in a direction perpendicular to the outer surface of the reinforcing wall 4 are provided at approximately the center of gravity of the U-shaped groove.
JP1988148908U 1988-11-15 1988-11-15 Expired - Lifetime JPH0513827Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988148908U JPH0513827Y2 (en) 1988-11-15 1988-11-15

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988148908U JPH0513827Y2 (en) 1988-11-15 1988-11-15

Publications (2)

Publication Number Publication Date
JPH0175190U JPH0175190U (en) 1989-05-22
JPH0513827Y2 true JPH0513827Y2 (en) 1993-04-13

Family

ID=31420652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988148908U Expired - Lifetime JPH0513827Y2 (en) 1988-11-15 1988-11-15

Country Status (1)

Country Link
JP (1) JPH0513827Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS442928Y1 (en) * 1964-07-21 1969-02-03

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS442928Y1 (en) * 1964-07-21 1969-02-03

Also Published As

Publication number Publication date
JPH0175190U (en) 1989-05-22

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