JPH06213388A - Pulsation absorbing device for concrete pressure feed pipe - Google Patents

Pulsation absorbing device for concrete pressure feed pipe

Info

Publication number
JPH06213388A
JPH06213388A JP2351693A JP2351693A JPH06213388A JP H06213388 A JPH06213388 A JP H06213388A JP 2351693 A JP2351693 A JP 2351693A JP 2351693 A JP2351693 A JP 2351693A JP H06213388 A JPH06213388 A JP H06213388A
Authority
JP
Japan
Prior art keywords
pipe
concrete
feed pipe
pressure
absorbing device
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.)
Pending
Application number
JP2351693A
Other languages
Japanese (ja)
Inventor
Sumio Fukuda
澄男 福田
Takao Ueno
隆雄 上野
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP2351693A priority Critical patent/JPH06213388A/en
Publication of JPH06213388A publication Critical patent/JPH06213388A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To damp the shock generated at the time of sending concrete by pressure by supporting a connection pipe constituting part of a concrete pressure feed pipe in such a way as slidable in the axial direction, and allowing a shock absorber to absorb the shock at this time of sliding. CONSTITUTION:When concrete supplied from a concrete pump to a concrete pressure feed pipe is to be placed at a site of construction, a pulsation absorbing device is installed on the way of the concrete feed pipe. This pulsation absorbing device has a connection pipe 3 constituting a part of the concrete feed pipe, wherein the connection pipe 3 is supported in openings 21a, 21b of supporting frames 2a, 2b. A pair of flanges 31a, 31b are secured to the connection pipe 3, and shock absorbers 4a, 4b are installed between the frames 2a, 2b and flanges 31a, 31b, respectively, in such a way as in cooperation with springs 53a, 53b. The shock due to axial direction sliding of the concrete feed pipe generated by pulsation of the pump is absorbed by the shock absorbers 4a, 4b.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリ−ト圧送管の
脈動吸収装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pulsation absorbing device for a concrete pressure feeding pipe.

【0002】[0002]

【従来の技術】一般的なコンクリ−トの圧送管は、コン
クリ−トポンプからポンプ車のブ−ム配管もしくは立上
り配管を経て、打設箇所において水平に配管される。こ
の際、ポンプの脈動により圧送管が振られるため、配管
を固定している足場が揺れたり、また床の配筋を乱すこ
とがある。そこで、この配筋の乱れを防止する方法とし
て、従来から次のような方法がとられている。
2. Description of the Related Art A general concrete pressure feed pipe is horizontally piped from a concrete pump through a boom pipe or a rising pipe of a pump car at a place where it is laid. At this time, since the pumping pipe is shaken by the pulsation of the pump, the scaffold that fixes the pipe may sway, or the reinforcement of the floor may be disturbed. Therefore, as a method for preventing the disorder of the bar arrangement, the following method has been conventionally used.

【0003】<イ>図6に示すように、圧送管aを配筋
b上に置いたゴムタイヤcで受け、圧送管aの脈動の衝
撃を緩和する方法。
<B> As shown in FIG. 6, a method for absorbing the impact of the pulsation of the pressure feeding pipe a by receiving the pressure feeding pipe a with a rubber tire c placed on the bar arrangement b.

【0004】<ロ>図7に示すように、圧送管aを支持
台dにスプリングeを介して取り付けた受け板fにより
受け、圧送管aの脈動の衝撃を緩和する方法。
<B> As shown in FIG. 7, a method of receiving the pressure-feeding pipe a by a receiving plate f attached to a support base d via a spring e to reduce the pulsating impact of the pressure-feeding pipe a.

【0005】[0005]

【発明が解決しようとする課題】上記の従来技術には、
次のような問題点が存在する。即ち、ゴムタイヤを用い
る方法は、タイヤの横ずれによって配筋が移動するた
め、配筋の乱れを確実に防止することが困難である。ま
た、支持台を用いる方法は、支持台の脚をスラブ上に載
置するため、型枠が変形したり、損傷を受けるおそれが
ある。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
There are the following problems. That is, in the method using a rubber tire, since the reinforcing bar moves due to the lateral displacement of the tire, it is difficult to reliably prevent the reinforcing bar from being disturbed. Further, in the method using the support base, since the legs of the support base are placed on the slab, the form may be deformed or damaged.

【0006】[0006]

【本発明の目的】本発明は、上記のような問題点を解決
するためになされたもので、配筋の乱れを確実に防止
し、かつ型枠の変形及び損傷を防止することができるコ
ンクリ−ト圧送管の脈動吸収装置を提供することを目的
とする。
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and it is possible to reliably prevent disorder of bar arrangement and prevent deformation and damage of molds. -To provide a pulsation absorbing device for a pressure feeding pipe.

【0007】[0007]

【課題を解決するための手段】即ち、本発明は、コンク
リ−ト圧送管に接続して、コンクリ−ト圧送時の圧送管
の脈動を吸収する装置において、圧送管と接続して圧送
管の一部を構成する接続管と、接続管を軸方向に摺動可
能に支持するフレ−ムと、一端をフレ−ムに固定し他端
を接続管側に固定して軸方向に配置し、接続管の摺動時
に発生する衝撃力を吸収するためのショックアブソ−バ
と、摺動した接続管を元の位置に復元させるためのスプ
リングとよりなることを特徴とした、コンクリ−ト圧送
管の脈動吸収装置である。
That is, the present invention relates to a device for connecting to a concrete pressure feed pipe to absorb pulsation of the pressure feed pipe at the time of concrete pressure feed, by connecting the pressure feed pipe. A connecting pipe forming a part, a frame for slidably supporting the connecting pipe in the axial direction, one end fixed to the frame and the other end fixed to the connecting pipe side, and arranged in the axial direction, A concrete pressure feed pipe comprising a shock absorber for absorbing an impact force generated when the connecting pipe slides, and a spring for restoring the sliding connecting pipe to its original position. Is a pulsation absorber.

【0008】[0008]

【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 <イ>フレ−ム 装置のフレ−ムは、鋼板等の剛性を有する板材よりなる
基礎フレ−ム1と支持フレ−ム2で構成する。基礎フレ
−ム1には、ボルトを挿入して装置を柱等に固着するた
めの取付穴11を開設する。また、この基礎フレ−ム1
には、一対の支持フレ−ム2a、2bを間隔をおいて直
交方向に立ち上げる。そして、各支持フレ−ム2a、2
bには、接続管3を貫通させるための開口21a、21
bを開設する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. <A> Frame The frame of the apparatus is composed of a basic frame 1 and a supporting frame 2 made of a plate material having rigidity such as a steel plate. The basic frame 1 is provided with a mounting hole 11 for inserting a bolt to fix the device to a pillar or the like. Also, this basic frame 1
In this case, the pair of support frames 2a and 2b are raised in the orthogonal direction with a space therebetween. Then, each support frame 2a, 2
In b, openings 21a, 21 for penetrating the connecting pipe 3 are provided.
Open b.

【0009】<ロ>接続管 接続管3は、コンクリ−ト圧送管と同径の短管であり、
支持フレ−ム2の開口21a、21bに両端部側を貫通
させて、軸方向に摺動可能に配置する。また、接続管3
外周面の支持フレ−ム2a、2b間には、間隔をおいて
一対のフランジ31a、31bを突設する。そして、フ
ランジ31aの下部に貫通孔32aを、フランジ31b
の上部に貫通孔32bをそれぞれ開設する。
<B> Connection pipe The connection pipe 3 is a short pipe having the same diameter as the concrete pressure feed pipe,
Both ends are penetrated through the openings 21a and 21b of the support frame 2 so as to be slidable in the axial direction. In addition, connection pipe 3
A pair of flanges 31a and 31b are provided between the support frames 2a and 2b on the outer peripheral surface so as to be spaced from each other. Then, the through hole 32a is formed in the lower portion of the flange 31a, and the flange 31b is formed.
A through hole 32b is formed in the upper part of each.

【0010】<ハ>ショックアブソ−バ ショックアブソ−バ4は、オイル封入型などの公知の装
置を使用する。そして、支持フレ−ム2aとフランジ3
1a間にショックアブソ−バ4aを、支持フレ−ム2b
とフランジ31b間にショックアブソ−バ4bを、それ
ぞれ接続管3の軸線と平行に架設する。
<C> Shock Absorber The shock absorber 4 uses a known device such as an oil-filled type. Then, the support frame 2a and the flange 3
The shock absorber 4a and the supporting frame 2b are provided between 1a.
The shock absorbers 4b are installed between and the flange 31b in parallel with the axis of the connecting pipe 3.

【0011】<ニ>スプリング ロッド5a、5bを、フランジ31a、31bの貫通孔
32a、32bに貫通させ、接続管3の軸線と平行に位
置させて、両端を支持フレ−ム2a、2bに固定する。
各ロッド5a、5bには、貫通孔32a、32bの内面
側にスプリング押え51a、51bを取り付け、また支
持フレ−ム2a、2bの近傍にスプリング押え52a、
52bを取り付ける。そして、スプリング押え51aと
52a間にスプリング53aをセットし、またスプリン
グ押え51bと52b間にスプリング53bをセットす
る。図示されていないが、以上のように構成した上下の
スプリング機構は、それらの裏側の対称位置にも同様に
設け、全部で上下左右4か所に設けておく。なお、スプ
リンブ押え52a、52bは、ネジ溝54a、54bに
螺着した調節ネジ55a、55bを回転させることによ
り軸方向の位置を可変とし、スプリングストロ−クを調
節可能に構成する。また、ショックアブソ−バ及びスプ
リング機構の数は、上記に限定されるものではなく、装
置の所要な性能に合わせて適宜選択する。
<D> The spring rods 5a and 5b are penetrated through the through holes 32a and 32b of the flanges 31a and 31b, positioned parallel to the axis of the connecting pipe 3, and both ends are fixed to the support frames 2a and 2b. To do.
Spring retainers 51a and 51b are attached to the inner surfaces of the through holes 32a and 32b of the rods 5a and 5b, and spring retainers 52a and 52a are provided near the support frames 2a and 2b.
Attach 52b. Then, the spring 53a is set between the spring retainers 51a and 52a, and the spring 53b is set between the spring retainers 51b and 52b. Although not shown, the upper and lower spring mechanisms configured as described above are similarly provided at symmetrical positions on the back side thereof, and are provided at four positions in all directions. The spring holders 52a and 52b are configured so that the spring stroke can be adjusted by changing the axial position by rotating the adjusting screws 55a and 55b screwed into the screw grooves 54a and 54b. Further, the numbers of shock absorbers and spring mechanisms are not limited to the above, and may be appropriately selected according to the required performance of the device.

【0012】[0012]

【使用方法】図1に示すように、本発明の脈動吸収装置
Aは、水平方向に配したコンクリ−トの圧送管7と、ポ
ンプ車のブ−ム71のフレキシブルホ−ス72との間、
あるいは圧送管7と立上り配管73のフレキシブルホ−
ス74との間に取り付ける。取り付け方法は、ビクトリ
ックジョイントなどの継手を用いて、接続管3の端部に
それぞれ圧送管7とフレキシブルホ−ス72あるいは7
4を接続する。脈動吸収装置Aの固定方法は、RC造の
構造物においては、図3に示すように、装置Aを配筋7
5上に設置したゴムタイヤ76で受け、さらに係留索7
7により梁鉄筋78等に係留して拘束する。係留索77
の張り具合は、レバ−ブロック79などにより調節す
る。S造あるいはSRC造の構造物においては、図4に
示すように、柱8を装置Aに基礎フレ−ム1とプレ−ト
81により挟み、その間をボルト82で締結して装置A
を柱8に固定する。以上のように脈動吸収装置Aを堅固
に固定した状態で、コンクリ−トの圧送を行う。
Method of use As shown in FIG. 1, a pulsation absorbing device A of the present invention is provided between a concrete pressure feed pipe 7 arranged horizontally and a flexible hose 72 of a boom 71 of a pump car. ,
Alternatively, the flexible hose of the pressure feeding pipe 7 and the rising pipe 73
It is installed between the space 74 and As for the mounting method, a joint such as a victor joint is used, and the pressure feed pipe 7 and the flexible hose 72 or 7 are respectively attached to the end portions of the connection pipe 3.
Connect 4 As for the method of fixing the pulsation absorbing device A, in the RC structure, as shown in FIG.
The rubber tires 76 installed on the 5 support the mooring lines 7
7, it is moored and restrained to the beam rebar 78 and the like. Mooring line 77
The degree of tension is adjusted with a lever block 79 or the like. In the structure of S structure or SRC structure, as shown in FIG. 4, the pillar 8 is sandwiched between the device A and the basic frame 1 and the plate 81, and the space between them is fastened with the bolts 82, so that the device A
Is fixed to the pillar 8. As described above, the concrete is pressure-fed while the pulsation absorbing device A is firmly fixed.

【0013】[0013]

【作用】コンクリ−トの圧送時に発生する脈動は、圧送
管7を軸方向に摺動させ、大きな衝撃力が発生する。そ
のため、圧送管7と一体的に接続した接続管3も摺動す
るが、軸方向の撃力は、ショックアブソ−バによって吸
収される。このとき、摺動した接続管3は、スプリング
機構によって元の位置に復帰させられるため、軸方向の
往復の衝撃力は、2つのショックアブソ−バによって交
互に吸収される。従って、圧送管7の摺動時に発生する
衝撃力を減衰することができる。なお、スプリングスト
ロ−クを調節することによって、スプリングの効き始め
る時期を調節できるため、ショックアブソ−バにより吸
収するエネルギ−量を調節することができる。また、シ
ョックアブソ−バの調節ダイヤルを操作することによっ
ても、吸収するエネルギ−量を調節することができる。
従って、装置の性能を現場条件に適合させることがで
き、効率的な運転を行うことができる。
The pulsation generated when the concrete is pressure-fed causes the pressure-feed pipe 7 to slide in the axial direction, and a large impact force is generated. Therefore, the connecting pipe 3 integrally connected to the pressure feeding pipe 7 also slides, but the impact force in the axial direction is absorbed by the shock absorber. At this time, since the sliding connection pipe 3 is returned to its original position by the spring mechanism, the axial reciprocating impact force is alternately absorbed by the two shock absorbers. Therefore, the impact force generated when the pressure feed pipe 7 slides can be attenuated. By adjusting the spring stroke, the timing at which the spring begins to work can be adjusted, so that the amount of energy absorbed by the shock absorber can be adjusted. The amount of energy absorbed can also be adjusted by operating the adjustment dial of the shock absorber.
Therefore, the performance of the device can be adapted to the site conditions, and efficient operation can be performed.

【0014】[0014]

【その他の実施例】上記の実施例では、直管のみからな
る圧送管に脈動吸収装置を取り付けた場合について説明
したが、図5に示すように曲り部を持つ圧送管にも採用
できることは勿論である。この場合は、曲り管9の両端
にフレキシブルホ−ス91を連結し、次に脈動吸収装置
Aを接続し、さらに直管92を連結して構成する。これ
によって、上記実施例と同様の衝撃力の吸収作用を得る
ことができる。
Other Embodiments In the above embodiments, the case where the pulsation absorbing device is attached to the pressure feed pipe consisting of only the straight pipe has been described, but it goes without saying that it can be applied to the pressure feed pipe having a bent portion as shown in FIG. Is. In this case, the flexible hose 91 is connected to both ends of the bent pipe 9, then the pulsation absorbing device A is connected, and the straight pipe 92 is further connected. This makes it possible to obtain the same impact absorbing effect as in the above-described embodiment.

【0015】[0015]

【本発明の効果】本発明は、ショックアブソ−バ及びス
プリング機構を有する装置を圧送管に装着することによ
って、コンクリ−トの圧送時に発生する衝撃力を減衰す
ることができる。従って、コンクリ−ト圧送作業時にお
ける構造物の配筋の乱れを確実に防止し、かつ型枠の変
形及び損傷を防止することができる。
According to the present invention, by mounting a device having a shock absorber and a spring mechanism on a pressure feeding pipe, it is possible to damp the impact force generated during the pressure feeding of the concrete. Therefore, it is possible to surely prevent the disorder of the reinforcement of the structure during the concrete pressure-feeding work, and to prevent the deformation and damage of the formwork.

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

【図1】 施工方法を示す説明図[Fig. 1] Explanatory drawing showing the construction method

【図2】 本発明の装置の一実施例の説明図FIG. 2 is an explanatory view of an embodiment of the device of the present invention.

【図3】 使用方法の説明図[Figure 3] Illustration of how to use

【図4】 使用方法の説明図FIG. 4 is an explanatory diagram of how to use

【図5】 その他の実施例の説明図FIG. 5 is an explanatory diagram of another embodiment.

【図6】 従来技術の説明図FIG. 6 is an explanatory diagram of a conventional technique.

【図7】 従来技術の説明図FIG. 7 is an explanatory diagram of a conventional technique.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリ−ト圧送管に接続して、コンク
リ−ト圧送時の圧送管の脈動を吸収する装置において、 圧送管と接続して圧送管の一部を構成する接続管と、 接続管を軸方向に摺動可能に支持するフレ−ムと、 一端をフレ−ムに固定し他端を接続管側に固定して軸方
向に配置し、接続管の摺動時に発生する衝撃力を吸収す
るためのショックアブソ−バと、 摺動した接続管を元の位置に復元させるためのスプリン
グとよりなることを特徴とした、 コンクリ−ト圧送管の脈動吸収装置。
1. A device for connecting to a concrete pressure-feeding pipe to absorb pulsation of the pressure-feeding pipe at the time of concrete pressure-feeding, and a connecting pipe which is connected to the pressure-feeding pipe and constitutes a part of the pressure-feeding pipe. A frame that supports the pipe slidably in the axial direction and an impact force generated when the connecting pipe slides by arranging it in the axial direction with one end fixed to the frame and the other end fixed to the connecting pipe side. A pulsation absorbing device for a concrete pressure feeding pipe, which comprises a shock absorber for absorbing the pressure and a spring for restoring the sliding connection pipe to the original position.
JP2351693A 1993-01-20 1993-01-20 Pulsation absorbing device for concrete pressure feed pipe Pending JPH06213388A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2351693A JPH06213388A (en) 1993-01-20 1993-01-20 Pulsation absorbing device for concrete pressure feed pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2351693A JPH06213388A (en) 1993-01-20 1993-01-20 Pulsation absorbing device for concrete pressure feed pipe

Publications (1)

Publication Number Publication Date
JPH06213388A true JPH06213388A (en) 1994-08-02

Family

ID=12112621

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2351693A Pending JPH06213388A (en) 1993-01-20 1993-01-20 Pulsation absorbing device for concrete pressure feed pipe

Country Status (1)

Country Link
JP (1) JPH06213388A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009023608A1 (en) * 2007-08-10 2009-02-19 Mendel Nock Constant thrust restraint of pipeline walking
CN106958712A (en) * 2017-04-12 2017-07-18 深圳市建安(集团)股份有限公司 A kind of Impulse force of concrete pump pipe abatement device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009023608A1 (en) * 2007-08-10 2009-02-19 Mendel Nock Constant thrust restraint of pipeline walking
CN106958712A (en) * 2017-04-12 2017-07-18 深圳市建安(集团)股份有限公司 A kind of Impulse force of concrete pump pipe abatement device

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