JPH0128196Y2 - - Google Patents
Info
- Publication number
- JPH0128196Y2 JPH0128196Y2 JP11705983U JP11705983U JPH0128196Y2 JP H0128196 Y2 JPH0128196 Y2 JP H0128196Y2 JP 11705983 U JP11705983 U JP 11705983U JP 11705983 U JP11705983 U JP 11705983U JP H0128196 Y2 JPH0128196 Y2 JP H0128196Y2
- Authority
- JP
- Japan
- Prior art keywords
- boom
- tip
- pivot
- assembled
- horizontal
- 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
- 238000005452 bending Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Air Transport Of Granular Materials (AREA)
Description
【考案の詳細な説明】
この考案は、水平デイストリビユーターに於け
る改善に係わる。DETAILED DESCRIPTION OF THE INVENTION This invention relates to improvements in horizontal distributors.
垂直枢軸にて多関節ブームを連結してなるとこ
ろの水平デイストリビユーターの一例は、第1
図、第2図の正面図、平面図に示される通りであ
る。 An example of a horizontal distributor formed by connecting articulated booms with a vertical pivot is the first
This is as shown in the front view and plan view of FIG.
図中1は、コンクリート圧送管を沿わせるため
の多関節ブームで、これは、取付フレーム2、中
間ブーム3,……先端ブーム4の端面を縦管部
5,……で枢止連結して水平面内に於いて、折畳
み可能な関節構造としたものである。 In the figure, 1 is a multi-joint boom for running a concrete pressure pipe along, and this is made by connecting the end faces of a mounting frame 2, an intermediate boom 3, . . . a tip boom 4 with vertical pipe parts 5, . It has a joint structure that can be folded in the horizontal plane.
尚、図示例では中間ブーム3を3つとしている
が、打設位置までの距離等の事情に応じて増減さ
れる。図中11はポンプからのコンクリート圧送
管を示し、これは、各ブーム3,4に取付具1
2,……で沿配され、ブーム相互間の枢止連結部
にあつては、スイベルジヨイント13,……を介
して該縦管部5に挿通される。 In the illustrated example, the number of intermediate booms 3 is three, but the number may be increased or decreased depending on circumstances such as the distance to the placing position. In the figure, 11 indicates the concrete pressure pipe from the pump, which is attached to each boom 3, 4 with a fitting 1.
2, . . . , and in the case of a pivot connection between booms, it is inserted into the vertical tube portion 5 via swivel joints 13, .
該先端ブーム4にはゴンドラ14および操作盤
15が付設されており、ゴンドラ14に乗つたオ
ペレーターが操作盤15を用いて運転することに
より、打設個所を近くより俯瞰しながら所望の位
置に旋回、進退移動させることが出来る。 A gondola 14 and an operation panel 15 are attached to the tip boom 4, and when an operator riding the gondola 14 operates the operation panel 15, it can be rotated to a desired position while looking down on the casting site from a close distance. , can be moved forward and backward.
該取付フレーム2は、コンクリート打設面内若
しくは側に存在する柱(S造、SRC造、RC造、
仮設棚杭、親杭等)18に密接する取付プレート
部19を有し、これに枢止して装備の拘持金具1
6を締結させることにより柱18に対し強固に取
付く。 The mounting frame 2 is attached to a column (S construction, SRC construction, RC construction,
It has a mounting plate part 19 that is in close contact with the temporary shelf pile, main pile, etc.
By fastening 6, it is firmly attached to the pillar 18.
そして、該先端ブーム4の先端には、基部起伏
部材20が水平軸支され、さらに、当該基部起伏
部材20の先端には先端起伏部材21が水平軸支
にて取付けられており、かかる先端の起伏部に該
コンクリート圧送管11に接続の可撓性ホース2
2が組付いて沿配されている。 A base undulating member 20 is horizontally supported at the tip of the tip boom 4, and a tip undulating member 21 is horizontally supported at the tip of the base undulating member 20. A flexible hose 2 connected to the concrete pressure pipe 11 at the undulating part
2 are assembled and arranged.
しかるに、これに於いては、多関節ブーム1に
自重およびコンクリート重量による撓みが発生
し、特に、ブームに高張力の材料を使用した場
合、曲げモーメントによる曲げ応力に対しては高
くとれるが、長尺となると先端の撓みによる降下
が大きくなる。 However, in this case, the articulated boom 1 is deflected due to its own weight and the weight of the concrete, and especially when the boom is made of a high-tensile material, the bending stress due to the bending moment can be kept high, but the long When it comes to shaku, the drop due to the bending of the tip increases.
これについては、第3図に示す如く、予じめそ
の撓みM分を、本体取付位置を上げておく方法で
対処している。 This is dealt with by raising the mounting position of the main body in advance by the amount of the deflection M, as shown in FIG.
しかし、この方法では、許容取付高さのうち、
30cm〜40cm位を無駄に使用することになり、階高
制限のある建物では、支障があることも考えられ
る。 However, with this method, out of the allowable mounting height,
Approximately 30cm to 40cm would be wasted, which could be a problem in buildings with floor height restrictions.
本案は叙上の実情に鑑み水平デイストリビユー
ターの自重およびコンクリート重量によつて生じ
るブームの撓みを改善するべくなされたもので、
その要旨とするところは、基部側のブームから先
方に組付く各ブームの枢止連結部をば、枢止軸は
ブラケツトについて垂直にするもこれに組付く先
方ブームは所定の上向き傾斜を付与させてなると
して、各枢止連結部に撓みに対応した逆反りを予
じめ与え、使用時には略水平状態になり得るとし
て、階高制限のある建物に於いても差し支えない
ものとした点にある。 In view of the above-mentioned circumstances, this project was designed to improve the deflection of the boom caused by the horizontal distributed distributor's own weight and the weight of concrete.
The gist of this is that the pivot joint of each boom that is assembled from the base boom to the other side is made perpendicular to the bracket, but the first boom that is assembled to this is given a predetermined upward slope. The reason is that each pivot connection part is given a reverse warp in advance to correspond to the bending, so that it can be in a nearly horizontal state when in use, so it can be used in buildings with floor height restrictions. .
以下、これを図にもとづいて詳細に説明する。 This will be explained in detail below based on the drawings.
第4図a,b並びにcは本案に於ける基部側の
ブーム3aからその先方に組付く先方ブーム3b
間の枢止連結部の概略図、拡大詳示図並びに多関
節ブーム全体図を夫々示し、a図に明示の如く、
本案にあつては、基部側のブーム3aの先端のブ
ラケツトに取付く縦管部5は垂直であるが、これ
に組付く先方ブーム3bはそのボス30を上下偏
位させる等の手段にて所定の上向き傾斜角θを付
与させる。 Figures 4a, b, and c show the boom 3b that is assembled from the boom 3a on the base side to the tip of the base boom 3a in this case.
A schematic view, an enlarged detailed view, and an overall view of the articulated boom are shown respectively, and as clearly shown in Figure a,
In this case, the vertical pipe section 5 attached to the bracket at the tip of the boom 3a on the base side is vertical, but the boom 3b attached thereto is fixed to a predetermined position by vertically deflecting the boss 30, etc. An upward inclination angle θ is given.
その度合は、各枢止連結部の積算された反り量
が使用時の撓み量と等しくなる様に設定される。 The degree is set so that the cumulative amount of warpage of each pivot joint is equal to the amount of deflection during use.
しかして、コンクリート打設前の本案に於ける
多関節ブーム1′はc図に示す如く、先方で上向
きに反つたものとなるが、コンクリート打設時の
コンクリート重量が負荷された状態では、先端部
と根本部分の降下の差はないものとなる。 As shown in Figure c, the articulated boom 1' in the present invention is warped upward at the tip before concrete is poured, but when the weight of concrete is loaded during concrete pouring, the tip of the articulated boom 1' There will be no difference in the descent between the lower part and the root part.
尚、本案にあつては、枢止軸が垂直であるの
で、先方ブームはその回動角度の如何を問わず同
一上向き傾斜を保ち、しいては屈伸方向の如何を
問わず先端部と根本部分の降下の差はなくなる。 In addition, in this case, since the pivot shaft is vertical, the front boom maintains the same upward inclination regardless of its rotation angle, and the tip and base portions remain the same regardless of the direction of bending or stretching. The difference in the drop of will disappear.
しかして、本案によるならば、取付高さの制限
を緩和することが出来、より階高の小さい建物お
よび障害物の多い建物への対応が可能となる他、
次記の諸効果が奏される。 Therefore, according to this proposal, restrictions on installation height can be relaxed, making it possible to accommodate buildings with smaller floor heights and buildings with many obstacles.
The following effects are achieved.
(1) 上下間隔の狭いところでブームをフルに張り
出したとき従来の装置では自重により撓むため
打設ができなかつたが、本案のものではそのよ
うな事態はない。(1) When the boom was fully extended in a place with narrow vertical spacing, conventional equipment could not perform concrete work because it would bend under its own weight, but this does not happen with the proposed system.
(2) 先端が撓んで操作盤、若しくは先端ブームに
取付けの作業台が前のめりとなつていると作業
がやりにくいが、略水平状態にすると作業がし
やすくなる。(2) It is difficult to work if the tip is bent and the operation panel or workbench attached to the tip boom leans forward, but it becomes easier to work if it is in a nearly horizontal position.
第1,2図は水平デイストリビユーターの一例
を示した正面、平面図、第3図は従来のものに於
ける先端撓みに対する対処説明図、第4図a,
b,cは本案構成の概略図、拡大詳示図、全体図
である。
3……中間ブーム、3a……ブーム、3b……
先方ブーム、θ……傾斜角、M……撓み。
Figures 1 and 2 are front and plan views showing an example of a horizontal distributor, Figure 3 is an explanatory diagram of how to deal with tip deflection in a conventional device, Figure 4 a,
b and c are a schematic diagram, an enlarged detailed diagram, and an overall diagram of the proposed configuration. 3...middle boom, 3a...boom, 3b...
Front boom, θ...Inclination angle, M...Deflection.
Claims (1)
デイストリビユーターであつて、基部側のブーム
から先方に組付く各ブームの枢止連結部をば、枢
止軸はブラケツトについて垂直にするもこれに組
付く先方ブームは上向き傾斜を付与させてなると
して、各枢止連結部に撓みに対応した逆反りを予
じめ与え、使用時には略水平状態になるとしたこ
とを特徴とする水平デイストリビユーター。 A horizontal distributor consisting of articulated booms connected by a vertical pivot, in which the pivot joint of each boom is assembled from the base boom to the front, and the pivot shaft is perpendicular to the bracket. A horizontal distribution system characterized in that the front boom to be assembled to this is tilted upward, and each pivot connection part is given a reverse warp corresponding to the deflection in advance, so that it is in a substantially horizontal state when in use. Viewer.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11705983U JPS6026540U (en) | 1983-07-27 | 1983-07-27 | horizontal distributor |
| US06/545,913 US4519768A (en) | 1982-10-29 | 1983-10-27 | Apparatus for horizontally casting concrete |
| GB8328879A GB2132676B (en) | 1982-10-29 | 1983-10-28 | Apparatus for horizontally casting concrete |
| DE19833339495 DE3339495C2 (en) | 1982-10-29 | 1983-10-31 | Device for pouring concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11705983U JPS6026540U (en) | 1983-07-27 | 1983-07-27 | horizontal distributor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6026540U JPS6026540U (en) | 1985-02-22 |
| JPH0128196Y2 true JPH0128196Y2 (en) | 1989-08-28 |
Family
ID=30269612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11705983U Granted JPS6026540U (en) | 1982-10-29 | 1983-07-27 | horizontal distributor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6026540U (en) |
-
1983
- 1983-07-27 JP JP11705983U patent/JPS6026540U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6026540U (en) | 1985-02-22 |
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