JPS595034Y2 - Suspension support moving device for concrete waterway grooves - Google Patents

Suspension support moving device for concrete waterway grooves

Info

Publication number
JPS595034Y2
JPS595034Y2 JP1978074731U JP7473178U JPS595034Y2 JP S595034 Y2 JPS595034 Y2 JP S595034Y2 JP 1978074731 U JP1978074731 U JP 1978074731U JP 7473178 U JP7473178 U JP 7473178U JP S595034 Y2 JPS595034 Y2 JP S595034Y2
Authority
JP
Japan
Prior art keywords
hanger
moving device
concrete
fixed
suspension support
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
Application number
JP1978074731U
Other languages
Japanese (ja)
Other versions
JPS54175775U (en
Inventor
良正 有吉
次男 向井
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1978074731U priority Critical patent/JPS595034Y2/en
Publication of JPS54175775U publication Critical patent/JPS54175775U/ja
Application granted granted Critical
Publication of JPS595034Y2 publication Critical patent/JPS595034Y2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Load-Engaging Elements For Cranes (AREA)

Description

【考案の詳細な説明】 コンクリート水路溝は所要の長さに形成し、之を水路の
長さに継威するが、コンクリートの凝結未熟時において
は、水路構築のため移動する際に破壊の虞があるので破
壊防止状態で移動するにはそのつば部C′、C′を抱持
し破壊防止の特別の考慮が必要である、本考案はその考
慮を内容とする考案である。
[Detailed explanation of the invention] Concrete waterway grooves are formed to the required length and extended to the length of the waterway, but when the concrete is not fully set, there is a risk of destruction when moving to construct the waterway. Therefore, in order to move in a state that prevents destruction, special consideration must be taken to prevent destruction by holding the collar portions C' and C'.The present invention is designed with this consideration in mind.

本考案を図面により実施例を説明すれば、両端部に反対
向に螺刻部1,1を設けた支杆aの中間に把手2を固定
し、その螺刻部1,1にそれぞれ受支板3,3を螺合し
、この受支板3,3の一側3’、 3’を吊・子す、
bに固定3”、 3”L、この吊子す。
To explain an embodiment of the present invention with reference to drawings, a handle 2 is fixed in the middle of a support rod a which has threaded portions 1, 1 in opposite directions on both ends, and a support rod is attached to the threaded portions 1, 1, respectively. The plates 3, 3 are screwed together, and one side 3', 3' of the supporting plates 3, 3 is suspended.
Fix 3", 3"L, this hanger to b.

bの下端部b’、 b’の内側に水路溝Cの上端のつば
部c’、 c’の掛り4,4を固定のこの吊子す、 b
の上端対向部b″、b″に吊り作5,5を連結して成る
コンクリ−1・水路溝の吊支移動装置である、受支板3
は、吊子すに固定3“されており、受支板3と吊子下端
部b′の間の間隙は、把手2の回動により開閉すること
はないので、この間隙が、コンクリート水路溝のつば部
C′の厚さに応じて、適当につば部C′を受嵌できる規
格のものを選んで用い、この間隙の巾がつば部C′の厚
さに比し広く余裕のある場合は、つば部C′の上方から
本願装置を下方におろして、この間隙につば部C′を受
嵌介入するようにし、この間隙の巾が狭くつば部C′の
厚さに比し余裕に乏しい場合には、つば部C′の長手方
向両端部の外側横方向から水平移動して、この間隙につ
ば部C′を受嵌介入するようになす。
This suspender fixes the hooks 4, 4 of the collars c', c' at the upper end of the channel groove C to the inside of the lower ends b', b', b.
A support plate 3 which is a suspension support moving device for concrete 1 and waterway grooves, which is formed by connecting suspension works 5, 5 to the upper end facing parts b'', b''.
are fixed 3" to the hanger, and the gap between the support plate 3 and the lower end b' of the hanger does not open or close due to rotation of the handle 2, so this gap is fixed to the concrete channel groove. If the width of this gap is wider than the thickness of the collar C' and there is enough room to fit the collar C', select a material with a standard that can fit the collar C' appropriately according to the thickness of the collar C'. In this case, the device of the present invention is lowered from above the flange C', and the flange C' is inserted into this gap, and the width of this gap is narrow compared to the thickness of the flange C'. If the gap is insufficient, the flange C' is horizontally moved from the outer lateral direction of both longitudinal ends of the flange C' to receive and intervene in the gap.

こうして、受支板3と吊子下端部b′の間の間隙に、つ
ば部C′を受嵌介入せしめた後、把手2をまわし、受支
板3を内側に引張り、受支板3が固定されている吊子す
の下端部b′と掛り4とを内側に引張って、つば部C′
の外側に密着接合するようになす。
In this way, after inserting the collar C' into the gap between the support plate 3 and the lower end b' of the hanger, turn the handle 2 and pull the support plate 3 inward. Pull the lower end b' of the fixed hanger and the hook 4 inward, and then pull the collar C'
so that it is closely bonded to the outside of the

吊子下端部b′の内側下端には、適当な厚みを有する掛
り4を固定しであるので、つば部C′の外側のふくらみ
に、吊子下端部b′と掛り4とが外側から、うまく密着
接合する。
Since a hanger 4 having an appropriate thickness is fixed to the inner lower end of the lower end b' of the hanger, the lower end b' of the hanger and the hanger 4 are attached to the outer bulge of the collar C' from the outside. Good close bonding.

こうして、コンクリ−と水路溝Cを、両側のつば部C/
、 C/において、その外側から適当な圧力が加わる状
態で、無理なく保持し、その上で、双方の吊り手5,5
を持ち上げ、コンクリート水路溝Cをうまく移動するこ
とができる。
In this way, the concrete and the waterway groove C are connected to the ribs C/
, C/, hold it comfortably with an appropriate pressure applied from the outside, and then tighten both hanging hands 5, 5.
can be lifted up and moved successfully through the concrete waterway ditch C.

図中5,5は吊子の吊手1’、 1’は受支板3,3側
の止ナツトである。
In the figure, reference numerals 5 and 5 indicate the hanging handles 1' of the hanger, and 1' indicate the locking nuts on the support plates 3 and 3 side.

本考案によると第1図に図示の機構を利用し把手2を正
逆に回動し、吊子す、 bの下端部b’、 b’と之れ
らと対向する受支板3,3との間隙を、支杆aの両端の
反対方向の螺刻部1,1によって内外に移動させてコン
クリート水路溝Cの両側のつば部c/、 c/を受嵌介
入する位置に移動させてその吊子す、 bの下部b’、
b’と受支板3,3との間隙内に介入させてつば部C
′、C′を無理のない状態に保持してコンクリーラ水路
溝Cを一個宛を安全に吊り下げ移動できる。
According to the present invention, the handle 2 is rotated in forward and reverse directions using the mechanism shown in FIG. The gap between the support rod a is moved inward and outward by the threaded portions 1, 1 in opposite directions on both ends of the support rod a, and the flanges c/, c/ on both sides of the concrete waterway groove C are moved to a position where they can be inserted. The hanger, the lower part b' of b,
b' and the support plates 3, 3 by intervening in the gap C.
', C' can be held in a comfortable state to safely suspend and move one piece of concrete water channel C.

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

図面は本考案の実施例を示す、第1図はコンクノート水
路溝のつば部を挟持した状態を示した正面図1.第2図
は第1図の平面図、第3図は第1図のp、p線縦断左側
面図、第4図は把手の側面図である。 a・・・支杆、b、 b・・・吊子、C・・・水路溝、
1,1・・・螺刻部、1’、 1’・・・止ナツト、2
・・・把手、3,3・・・受支板、3’、 3’・・・
受支板の一側、3//、311・・・固定部、4.4・
・・掛り、5,5・・・吊り手。
The drawings show an embodiment of the present invention, and FIG. 1 is a front view showing a state in which the collar of a conchnaut waterway groove is held. 2 is a plan view of FIG. 1, FIG. 3 is a left side view taken along line p and p in FIG. 1, and FIG. 4 is a side view of the handle. a...branch, b, b...hanger, C...channel groove,
1, 1... Threaded part, 1', 1'... Lock nut, 2
...Handle, 3,3...Brace plate, 3', 3'...
One side of support plate, 3//, 311... fixed part, 4.4.
... Hanging, 5, 5...Hanging hand.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 両端部に反対向に螺刻部を設けた支杆aの中間に把手を
固定し、その螺刻部にそれぞれ受支板を螺合し、この受
支板の一側を吊子に固定し、この吊子の下端部の内側に
水路溝の上端のつば部の掛りを固定し、この吊子の上端
対向部に吊り手を連結して成るコンクリート水路溝の吊
支移動装置。
A handle is fixed in the middle of a support rod a which has threads in opposite directions on both ends, a support plate is screwed into each of the threads, and one side of this support plate is fixed to a hanger. A hanging support moving device for a concrete waterway ditch, which comprises a hanger for a collar at the upper end of the waterway groove is fixed to the inside of the lower end of the hanger, and a hanger is connected to the opposing upper end of the hanger.
JP1978074731U 1978-05-31 1978-05-31 Suspension support moving device for concrete waterway grooves Expired JPS595034Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978074731U JPS595034Y2 (en) 1978-05-31 1978-05-31 Suspension support moving device for concrete waterway grooves

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978074731U JPS595034Y2 (en) 1978-05-31 1978-05-31 Suspension support moving device for concrete waterway grooves

Publications (2)

Publication Number Publication Date
JPS54175775U JPS54175775U (en) 1979-12-12
JPS595034Y2 true JPS595034Y2 (en) 1984-02-15

Family

ID=28988534

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978074731U Expired JPS595034Y2 (en) 1978-05-31 1978-05-31 Suspension support moving device for concrete waterway grooves

Country Status (1)

Country Link
JP (1) JPS595034Y2 (en)

Also Published As

Publication number Publication date
JPS54175775U (en) 1979-12-12

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