JPH11132367A - Tip end hose for placing ready-mixed concrete and manufacture thereof - Google Patents

Tip end hose for placing ready-mixed concrete and manufacture thereof

Info

Publication number
JPH11132367A
JPH11132367A JP29434097A JP29434097A JPH11132367A JP H11132367 A JPH11132367 A JP H11132367A JP 29434097 A JP29434097 A JP 29434097A JP 29434097 A JP29434097 A JP 29434097A JP H11132367 A JPH11132367 A JP H11132367A
Authority
JP
Japan
Prior art keywords
hose
mixed concrete
axial direction
ready
rubber
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.)
Granted
Application number
JP29434097A
Other languages
Japanese (ja)
Other versions
JP3709273B2 (en
Inventor
Shinkichi Ishizaka
信吉 石坂
Shingo Asazu
真吾 浅図
Shizuo Yokobori
志津雄 横堀
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.)
Toyo Tire Corp
Original Assignee
Toyo Tire and Rubber 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 Toyo Tire and Rubber Co Ltd filed Critical Toyo Tire and Rubber Co Ltd
Priority to JP29434097A priority Critical patent/JP3709273B2/en
Publication of JPH11132367A publication Critical patent/JPH11132367A/en
Application granted granted Critical
Publication of JP3709273B2 publication Critical patent/JP3709273B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

PROBLEM TO BE SOLVED: To ensure good flexuosity while lighten a weight of a hose tip end part by changing a wall thickness along an axial direction so as to enlarge an outer diameter of the inlet part side of ready-mixed concrete, and to form the outer diameter shorter toward an outlet part side continuously and intermittently. SOLUTION: A cylindrical liner surface rubber 1 is formed on a taper shape outer peripheral surface, whose inner diameter d1 is constantly formed along the total length of an axial direction, an outer diameter d2-1 of a joining side of a hose adapter is formed in a largest size in the outer peripheral surface, and the outer diameter d2-2 of an outlet part side is formed in a smallest size. The wall thickness of the inner surface rubber 1 is continuously changed along the axial direction so that the wall thickness 11 of the inlet part side is formed in a largest size and the thickness 12 of the outlet side is formed in a smallest size. Since the wall thickness is changed in order along the axial direction according to abrasion degree of each region A to E, the weight of a tip end part is reduced without reducing abrasion resistance, and a good flexuosity is ensured.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は生コンクリート打設
用先端ホース及びその製造方法に関し、詳しくは、コン
クリートミキサー車により施工現場に輸送されてきた生
コンクリートをコンクリートポンプ車等を経て輸送管内
を圧送して所定場所に打設する際に、その輸送管の先端
に接続して用いられる生コンクリート打設用先端ホース
及びその製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tip hose for placing ready-mixed concrete and a method of manufacturing the same, and more particularly, to a ready-mixed concrete transported by a concrete mixer truck to a construction site through a concrete pump truck or the like. The present invention relates to a ready-concrete tipping hose that is used by being connected to the tip of a transport pipe when placing the hose at a predetermined location.

【0002】[0002]

【従来の技術】この種の生コンクリート打設用先端ホー
スは、曲げによる変形に耐える耐圧性および内部を圧送
される生コンクリートの負担重量に耐える剛性、さらに
は耐摩耗性を確保するために、一般に、図7に示すよう
に、円筒状内面ゴム20の外周に補強繊維コード21及
び螺旋状補強線材22からなる補強層23を積層すると
ともに、この補強層23の外周を円筒状外面ゴム24で
被覆させた構成が採用されている。
2. Description of the Related Art In order to ensure the pressure resistance to withstand deformation due to bending, the rigidity to withstand the burden weight of ready-mixed concrete pumped inside, and the abrasion resistance, Generally, as shown in FIG. 7, a reinforcing layer 23 composed of a reinforcing fiber cord 21 and a spiral reinforcing wire 22 is laminated on the outer periphery of a cylindrical inner rubber 20, and the outer periphery of the reinforcing layer 23 is covered with a cylindrical outer rubber 24. A coated configuration is employed.

【0003】このような一般的な補強構造を有するもの
に、生コンクリート打設用先端ホースとしての特殊事情
を加味して改良を施したものが従来から提案されてい
る。その一つは、例えば実公平2−37346号公報に
開示されているように、湾曲状態で使用されるホース内
に生コンクリートを圧送したときに大きな脈動を生起
し、これが原因でホースの吐出先端部が振れるなどして
打設作業に支障を招くことに着目し、上記補強層23を
構成する補強線材22の螺旋ピッチに変化をつけるとと
もに、補強繊維コード21のプライを変化させて脈動圧
吸収特性を持たせた脈動圧吸収用先端ホースである。他
の一つは、例えば特公平5−56556号公報に開示さ
れているように、ホースが加圧されたときは大きく伸長
し、減圧されて元の形状に戻るときに軸方向に沿って捻
れが生じないようにするために、一方向の螺旋状補強線
材22が負担する軸方向分張力と他方向の補強繊維コー
ド21が負担する軸方向分張力とが相互に釣り合うよう
にして捻れの要因である分張力のアンバランスを解消さ
せた高伸度難捻転性先端ホースである。
[0003] Conventionally, there has been proposed a structure having a general reinforcing structure, which is improved in consideration of special circumstances as a tip hose for placing ready-mixed concrete. One of them is that, as disclosed in Japanese Utility Model Publication No. 2-37346, a large pulsation is generated when fresh concrete is pumped into a hose used in a curved state, and this causes a discharge tip of the hose. Paying attention to the fact that the portion swings and hinders the placing operation, the helical pitch of the reinforcing wire rod 22 constituting the reinforcing layer 23 is changed, and the pulsating pressure absorption is performed by changing the ply of the reinforcing fiber cord 21. This is a pulsating pressure absorbing tip hose with characteristics. The other is that, as disclosed in Japanese Patent Publication No. 5-55656, for example, the hose expands greatly when pressurized, and twists along the axial direction when decompressed and returns to its original shape. In order to prevent the occurrence of the twist, the axial tension applied by the helical reinforcing wire 22 in one direction and the axial tension applied by the reinforcing fiber cord 21 in the other direction are balanced with each other, and the twisting factor This is a high elongation, non-twistable tip hose that eliminates the imbalance of the partial tension.

【0004】[0004]

【発明が解決しようとする課題】上記のように従来から
提案されている脈動圧吸収用先端ホース、高伸度難捻転
性先端ホースのいずれも、円筒状内面ゴム20はその軸
線方向の全長に亘って肉厚が一定またはほぼ一定のもの
であるために、生コンクリートの圧送時において最も内
圧が高い入口部側の摩耗や損傷度合が大きくなり、この
入口部側の摩耗、損傷が先端ホースの使用寿命を短いも
のに決定する要因になっていた。
As described above, in both the pulsating pressure absorbing tip hose and the high elongation and non-twistable tip hose which have been conventionally proposed, the cylindrical inner rubber 20 has an entire length in the axial direction. Since the wall thickness is constant or almost constant over the entire length, the degree of wear and damage on the inlet side where the internal pressure is the highest when the ready-mixed concrete is pumped increases. This was a factor in determining the service life to be short.

【0005】また、入口部側の摩耗、損傷による使用寿
命を長くするために、内面ゴムの肉厚を軸線方向の全長
に亘って一様に大きくすると、ホース全体の重量が大き
くなり、打設場所の状況に応じてホースの先端部を例え
ば作業者が肩に背負うなどの人為作業によって生コンク
リート打設箇所を移動操作する際、それに携わる作業者
への負担が非常に大きくなるという問題がある。さら
に、入口部側の偏摩耗、損傷がホース使用寿命を決定す
る要因になることはなんら解消することができない。
[0005] Further, if the thickness of the inner surface rubber is uniformly increased over the entire length in the axial direction in order to prolong the service life due to abrasion and damage on the inlet portion side, the weight of the entire hose increases, and the driving force is increased. There is a problem in that, when moving the ready-mixed concrete placement part by manual work such as the worker carrying the tip of the hose on the shoulder according to the situation of the place, the burden on the worker involved is extremely large. . Furthermore, it cannot be eliminated that uneven wear or damage on the inlet side is a factor that determines the service life of the hose.

【0006】本発明は上記実情に鑑みてなされたもの
で、耐摩耗性および耐圧性などを損なうことなく、打設
箇所の移動操作時の作業部となるホース先端部を軽量に
できるとともに優れた屈曲性を確保でき、しかも、使用
寿命を長くすることができる生コンクリート打設用先端
ホースを提供することを主たる目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and it is possible to reduce the weight of a hose end portion serving as a working portion at the time of a moving operation of a casting location without deteriorating wear resistance and pressure resistance and the like. It is a main object of the present invention to provide a ready-concrete tipping hose capable of securing flexibility and extending service life.

【0007】本発明の他の目的は、上記のように耐摩耗
性、耐圧性、軽量性および屈曲性に優れ、かつ、使用寿
命の長いホースを、特別な装置を用いることなく、容易
かつ低コストに製造することができるようにすることに
ある。
Another object of the present invention is to provide a hose which is excellent in abrasion resistance, pressure resistance, light weight and flexibility and has a long service life as described above, without using a special device, easily and inexpensively. The aim is to be able to manufacture at low cost.

【0008】[0008]

【課題を解決するための手段】上記主たる目的を達成す
るために、請求項1に記載の発明に係る生コンクリート
打設用先端ホースは、生コンクリートを圧送し打設する
先端ホースのうち、円筒状内面ゴムの内径をその全長に
亘って一定にするとともに、外径を生コンクリートの入
口部側が大きく、かつ、出口部側に至るほど連続的もし
くは断続的に小さくなるように軸線方向に沿って肉厚に
変化を持たせていることを特徴とするものである。
According to a first aspect of the present invention, there is provided a tipping hose for placing ready-mixed concrete, wherein the tipping hose is formed by a cylindrical hose. The inner diameter of the inner rubber is kept constant over the entire length, and the outer diameter is increased along the axial direction so that the inlet side of the ready-mixed concrete is larger on the inlet side and continuously or intermittently smaller toward the outlet side. It is characterized in that the thickness is varied.

【0009】上記構成の請求項1に記載の発明によれ
ば、軸線方向の全長に亘って内径が一定の円筒状内面ゴ
ムの肉厚を摩耗、損傷度合に応じて軸線方向一端の入口
部側が大きく、出口部側が小さくなるように変化させて
いるので、耐摩耗性を低下させることなく、ホース全体
および生コンクリート打設時の作業部となる先端部の重
量を小さくするとともに、優れた屈曲性を確保して曲げ
反力を小さくしつつ、内面ゴムの摩耗、損傷度合を軸線
方向の全長に亘って均等もしくはほぼ均等化して、ホー
ス全体としての使用寿命を延長化することが可能とな
る。
According to the first aspect of the present invention, the thickness of the cylindrical inner surface rubber having a constant inner diameter over the entire length in the axial direction is determined by changing the thickness of one end in the axial direction depending on the degree of wear or damage. It is large and the exit side is changed to be small, so that the weight of the whole hose and the tip that will be the working part when placing ready-mixed concrete is reduced without deteriorating wear resistance, and excellent flexibility And the degree of wear and damage of the inner rubber is equalized or almost equalized over the entire length in the axial direction while ensuring a small bending reaction force, thereby extending the service life of the entire hose.

【0010】上記構成の生コンクリート打設用先端ホー
スにおいて、上記円筒状内面ゴムの外周に、請求項2に
記載のように、補強繊維及び/又は補強線材からなる補
強層と円筒状外面ゴムを積層させる構成とすることによ
って、該先端ホースの耐圧性および剛性も十分に高くし
て、使用寿命を一層延長することができる。
In the tip hose for placing ready-mixed concrete having the above-mentioned construction, a reinforcing layer comprising reinforcing fibers and / or a reinforcing wire and a cylindrical outer rubber are provided on the outer periphery of the cylindrical inner rubber as set forth in claim 2. With the laminated configuration, the pressure resistance and rigidity of the distal end hose can be sufficiently increased, and the service life can be further extended.

【0011】また、請求項3に記載の発明に係る生コン
クリート打設用先端ホースの製造方法は、生コンクリー
トを圧送し打設する先端ホースのうち円筒状内面ゴム
を、押出し用心金とその外周に位置する押出し用ダイス
との間から押出し成形して連続的に製造する方法であっ
て、上記押出し用ダイスを押出し開始に伴って押出し用
心金のテーパー小径部に向けて連続的もしくは断続的に
移動させることにより内径が一定で、かつ、外径が生コ
ンクリートの入口部側から出口部側に至るほど連続的も
しくは断続的に小さくなるように軸線方向に沿って肉厚
変化させることを特徴とするものである。
According to a third aspect of the present invention, there is provided a method for manufacturing a front end hose for placing ready-mixed concrete, wherein a cylindrical inner surface rubber is extruded from a tipping mandrel and an outer periphery thereof. A method for continuously manufacturing by extruding from between the extrusion die located in the above, continuously or intermittently toward the tapered small diameter portion of the extrusion mandrel with the start of the extrusion die. The inner diameter is constant by moving, and the outer diameter is changed along the axial direction so as to decrease continuously or intermittently from the entrance side to the exit side of the ready-mixed concrete. Is what you do.

【0012】上記請求項3に記載の発明によれば、各種
径のゴムホースを製造するために従来から知られている
汎用のホース製造装置をそのまま利用し、押出し開始に
伴って押出し用ダイスを連続的もしくは断続的に移動さ
せるだけの簡単な方法によって、軸線方向に沿っての肉
厚変化により耐摩耗性、軽量性および屈曲性に優れ、か
つ、使用寿命が長くなるという生コンクリート打設用先
端ホースを容易に連続製造し、その製造コストを低減す
ることができる。
According to the third aspect of the present invention, a conventionally-known general-purpose hose manufacturing apparatus is used as it is for manufacturing rubber hoses of various diameters, and the extrusion dies are continuously connected with the start of extrusion. The tip for casting fresh concrete, which has excellent wear resistance, light weight and flexibility, and has a long service life due to the change in thickness along the axial direction by a simple method of moving it intermittently or intermittently. The hose can be easily and continuously manufactured, and the manufacturing cost can be reduced.

【0013】[0013]

【発明の実施の形態】以下、本発明の実施の形態を図面
にもとづいて説明する。図1は本発明に係る生コンクリ
ート打設用先端ホースAの一部を切欠いた半截縦断面図
であり、同図において、1は円筒状の内面ゴムで、この
円筒状内面ゴム1の外周には補強層2が積層されている
とともに、この補強層2の外周を円筒状外面ゴム3が被
覆されており、このような先端ホースAの軸線方向一端
部に固定用補強コード層4および固定リング5を介し
て、例えば図2に示すように、コンクリートミキサー車
におけるブーム先端等に取り付けられている生コンクリ
ート輸送管6に接続されたドッキングホース15の先端
に接続可能な口金具7が加熱処理接合されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a half-section longitudinal sectional view in which a part of a tip end hose A for placing ready-mixed concrete according to the present invention is partially cut away. In the same figure, reference numeral 1 denotes a cylindrical inner rubber. In addition, a reinforcing layer 2 is laminated, and the outer periphery of the reinforcing layer 2 is covered with a cylindrical outer rubber 3. A fixing reinforcing cord layer 4 and a fixing ring are provided at one end of the distal end hose A in the axial direction. As shown in FIG. 2, for example, as shown in FIG. 2, a mouthpiece 7 that can be connected to a tip of a docking hose 15 connected to a ready-mixed concrete transport pipe 6 attached to a boom tip or the like of a concrete mixer truck is subjected to heat treatment bonding. Have been.

【0014】上記補強層2は、合成繊維などの内側補強
繊維コード8と合成繊維などの外側補強繊維コード9と
の間に、円筒状の中間ゴム10に埋設された硬鋼線など
の螺旋状補強線材11を挟在させてなる。
The reinforcing layer 2 is formed between an inner reinforcing fiber cord 8 such as a synthetic fiber and an outer reinforcing fiber cord 9 such as a synthetic fiber, and has a spiral shape such as a hard steel wire embedded in a cylindrical intermediate rubber 10. The reinforcing wire 11 is interposed therebetween.

【0015】上記構成の生コンクリート打設用先端ホー
スAにおいて、上記円筒状内面ゴム1は、図3に示すよ
うに、その内径d1が軸線方向の全長に亘って一定に形
成されているとともに、その外周面は、上記口金具7の
接合側の外径d2−1が最も大きく、かつ、出口部側の
外径d2−2が最も小さくなるようなテーパー状の外周
面に形成されており、これによって、該内面ゴム1の肉
厚を入口部側の肉厚t1が最も大きく、出口部側の肉厚
t2が最も小さくなるように軸線方向に沿って連続的に
変化させている。
In the end hose A for placing ready-mixed concrete having the above-described configuration, the inner cylindrical rubber 1 has an inner diameter d1 formed to be constant over the entire length in the axial direction, as shown in FIG. The outer peripheral surface is formed in a tapered outer peripheral surface such that the outer diameter d2-1 on the joining side of the fitting 7 is the largest and the outer diameter d2-2 on the outlet side is the smallest, Thereby, the thickness of the inner rubber 1 is continuously changed along the axial direction so that the thickness t1 on the inlet side is the largest and the thickness t2 on the outlet side is the smallest.

【0016】図4および図5は、上記図3に示すように
内径d1が全長に亘って一定で、かつ、外径が出口部側
の外径d2−2ほど漸次小径となるようなテーパー状外
周面を持つ円筒状内面ゴム1の製造方法を説明する図で
あり、押出し用心金12とその外周に位置する押出し用
ダイス13との間の円筒状クリアランスから押出し成形
するが、その押出し成形開始時点では図4に示すよう
に、ダイス13が油圧シリンダ14を介して心金12の
テーパー小径部12aから離間されており、押出し用心
金12と押出し用ダイス13との間の小さいクリアラン
スから内面ゴム1が押出され肉厚t2の小さい先端部
(生コンクリートの出口部)が成形される。そして、押
出し成形の進行に合わせて上記油圧シリンダ14を介し
てダイス13が図5に示すように、心金12のテーパー
小径部12aに向けて一定速度で連続的に移動されるこ
とになり、これによって、軸線方向に沿って肉厚が漸次
大きく変化されて図3に示すような円筒状内面ゴム1が
連続製造されることになる。
FIGS. 4 and 5 show a tapered shape in which the inner diameter d1 is constant over the entire length and the outer diameter becomes gradually smaller as the outer diameter d2-2 on the outlet side as shown in FIG. It is a figure explaining the manufacturing method of the cylindrical inner surface rubber 1 which has an outer peripheral surface. It extrudes from the cylindrical clearance between the extrusion core 12 and the extrusion die 13 located in the outer periphery, and the extrusion molding is started. At this time, as shown in FIG. 4, the die 13 is separated from the tapered small diameter portion 12 a of the mandrel 12 via the hydraulic cylinder 14, and the inner rubber is removed from the small clearance between the extrusion mandrel 12 and the extrusion die 13. 1 is extruded to form a tip portion having a small thickness t2 (exit portion of ready-mixed concrete). Then, as shown in FIG. 5, the die 13 is continuously moved at a constant speed toward the tapered small-diameter portion 12a of the mandrel 12, as shown in FIG. As a result, the wall thickness gradually changes greatly along the axial direction, and the cylindrical inner rubber 1 as shown in FIG. 3 is continuously manufactured.

【0017】上記のような肉厚変化を持つ内面ゴム1お
よびその外周の補強層2ならびに被覆外面ゴム3からな
る生コンクリート打設用先端ホースAは、例えば図2に
示すように、コンクリートミキサー車におけるブーム先
端等に取り付けられている生コンクリート輸送管6に接
続のドッキングホース15の先端に口金具7を介して接
続されて、コンクリートポンプ車等から輸送管6を経て
圧送されてくる生コンクリートを所定場所に吐出し打設
するように用いられる。
As shown in FIG. 2, for example, as shown in FIG. 2, the end hose A for fresh concrete pouring comprising the inner rubber 1 having the above-mentioned thickness change, the reinforcing layer 2 on the outer periphery thereof, and the outer rubber 3 covering the outer rubber. Is connected to the tip of a docking hose 15 connected to the ready-mixed concrete transport pipe 6 attached to the boom tip or the like via a mouthpiece 7, and the ready-mixed concrete pumped through the transport pipe 6 from a concrete pump truck or the like. It is used to discharge and place at a predetermined location.

【0018】このような生コンクリートの圧送時におい
て、上記内面ゴム1は内圧が最も高い入口部側で最も大
きく摩耗損傷し、出口部側に至るほど摩耗損傷が小さ
い。たとえば、図3に示すように、内面ゴム1の全長を
それぞれが等しい長さのA〜Eの複数領域に当分割し
て、入口部領域Aの摩耗度を1とすると、部分的な耐摩
耗性のアップ対策をしていない場合は、領域Bの摩耗度
は0.8〜1.0、領域Cの摩耗度は0.7〜0.9、
領域Dの摩耗度は0.6〜0.8、領域Eの摩耗度は
0.5〜0.7程度になる。ところで、上記構成の先端
ホースAにおいては、その内面ゴム1の肉厚を上記各領
域A〜Eの摩耗度に応じて軸線方向に沿って順次変化さ
せているので、耐摩耗性を低下させないで、ホースA全
体および生コンクリート打設時の作業部となる先端部の
重量を小さくするとともに、優れた屈曲性を確保しつ
つ、更に部分的な補強も必要でなく、構造自体の簡略化
とともに、内面ゴム1の摩耗、損傷度合を軸線方向の全
長に亘って均等もしくはほぼ均等化することが可能とな
り、これによって、ホース全体としての使用寿命が延長
化されることになる。
When the ready-mixed concrete is pumped, the inner rubber 1 is most worn and damaged on the inlet side where the internal pressure is highest, and the wear damage is smaller toward the outlet side. For example, as shown in FIG. 3, when the entire length of the inner rubber 1 is divided into a plurality of regions A to E of the same length, and the degree of wear of the entrance region A is 1, a partial wear resistance is obtained. If no measures were taken to increase the wearability, the wear degree in the area B was 0.8 to 1.0, the wear degree in the area C was 0.7 to 0.9,
The degree of wear in the area D is about 0.6 to 0.8, and the degree of wear in the area E is about 0.5 to 0.7. By the way, in the end hose A having the above configuration, the thickness of the inner rubber 1 is sequentially changed along the axial direction in accordance with the degree of wear of each of the regions A to E, so that the wear resistance is not reduced. , While reducing the weight of the entire hose A and the tip portion serving as a working portion when placing ready-mixed concrete, while ensuring excellent flexibility, further partial reinforcement is not required, and the structure itself is simplified, The degree of wear and damage of the inner surface rubber 1 can be equalized or substantially equalized over the entire length in the axial direction, thereby extending the service life of the hose as a whole.

【0019】因みに、本発明者は、内径d1=100m
m、全長L=10mで、補強層が同一の先端ホースを作
り、上記内面ゴム1の複数の領域A〜Eの肉厚比におい
て、A=4.0、B=3.5、C=3.0、d=2.
5、E=2.0に設定してなる本発明品と、A〜E=
4.0に設定してなる比較例1と、A〜E=2.0に設
定してなる比較例2とについてそれぞれ、生コンクリー
トを圧送して実験を行なった結果、次の表1に示すよう
な評価を得た。
By the way, the present inventor has assumed that the inner diameter d1 = 100 m
m, the total length L = 10 m, the reinforcing layer makes the same end hose, and in the thickness ratio of the plurality of regions A to E of the inner rubber 1, A = 4.0, B = 3.5, C = 3 .0, d = 2.
5, the product of the present invention set to E = 2.0, and A to E =
Table 1 below shows the results of an experiment conducted by pumping ready-mixed concrete for each of Comparative Example 1 set to 4.0 and Comparative Example 2 set to A to E = 2.0. Such evaluation was obtained.

【0020】[0020]

【表1】 [Table 1]

【0021】上記表1からも明らかなように、本発明品
は、作業部位であるホース先端部が軽量となるばかりで
なく、曲げ反力も小さくなり、移動打設操作時の作業者
への負担を軽減できるとともに、内面ゴム1の全長に亘
ってほぼ均等な摩耗がみられ、使用寿命を延長すること
が可能である。
As is clear from Table 1 above, the product of the present invention not only reduces the weight of the hose tip, which is the work site, but also reduces the bending reaction force, and imposes a burden on the operator during the moving and placing operation. Can be reduced, and substantially uniform wear is observed over the entire length of the inner surface rubber 1, so that the service life can be extended.

【0022】なお、上記実施の形態では、円筒状内面ゴ
ム1の肉厚をその軸線方向に沿って連続的に変化させた
もので説明したが、図6に示すように、軸線方向に沿っ
て出口部側ほど薄肉になるように断続的に、具体的には
図示するような4段階を含めて3〜5段階に変化させた
ものであっても、上記と同様な効果を奏することが可能
である。
In the above-described embodiment, the thickness of the cylindrical inner rubber 1 is continuously changed along the axial direction. However, as shown in FIG. 6, the thickness is changed along the axial direction. The same effect as described above can be obtained even if the thickness is changed intermittently so as to be thinner toward the outlet side, specifically, 3 to 5 steps including 4 steps as shown in the figure. It is.

【0023】[0023]

【発明の効果】以上のように、請求項1に記載の発明に
よれば、円筒状内面ゴムを軸線方向の全長に亘って内径
が一定で、かつ、摩耗、損傷度合に応じて軸線方向一端
の入口部側の肉厚が最も大きく、出口部側の肉厚が最も
小さくなるように軸線方向に沿って肉厚に変化を持たせ
ているので、耐摩耗性を低下させることなく、ホース全
体および生コンクリート打設時の作業部となる先端部の
重量を小さくし、かつ、優れた屈曲性を確保して曲げ反
力を小さくしつつ、内面ゴムの摩耗、損傷度合を軸線方
向の全長に亘って均等もしくはほぼ均等化することがで
き、ホース全体としての使用寿命を延長化することがで
きるという効果を奏する。
As described above, according to the first aspect of the present invention, the inner diameter of the cylindrical inner surface rubber is constant over the entire length in the axial direction, and one end in the axial direction according to the degree of wear and damage. The thickness of the hose is varied along the axial direction so that the wall thickness at the inlet side is the largest and the wall thickness at the outlet side is the smallest. In addition, while reducing the weight of the tip, which is the working part when placing fresh concrete, and ensuring excellent flexibility and reducing the bending reaction force, the degree of wear and damage of the inner rubber has been reduced over the entire length in the axial direction. Thus, the hose can be evenly or almost evenly distributed over the entire hose, and the service life of the hose as a whole can be extended.

【0024】特に、請求項2に記載のような補強構成を
採用することで、該先端ホースの耐圧性および剛性も十
分に高くして、使用寿命の一層の延長化を図ることがで
きる。
In particular, by adopting the reinforcing structure as described in claim 2, the pressure resistance and rigidity of the distal end hose can be sufficiently increased, and the service life can be further extended.

【0025】また、請求項3に記載の発明によれば、各
種径のゴムホースを製造するために従来から知られてい
る汎用のホース製造装置をそのまま利用して、押出し用
ダイスを連続的もしくは断続的に移動させるだけの簡単
な方法によって、軸線方向に沿っての肉厚変化により耐
摩耗性、軽量性および屈曲性に優れ、かつ、使用寿命が
長くなるという生コンクリート打設用先端ホースを容易
に連続製造することができ、その製造コストの低減を図
ることができるという効果を奏する。
According to the third aspect of the present invention, the extrusion dies are continuously or intermittently used for producing rubber hoses of various diameters by using a conventional general-purpose hose production apparatus as it is. A simple method of simply moving the hose makes it easy to produce the end hose for placing fresh concrete, which has excellent wear resistance, light weight and flexibility, and has a long service life due to the thickness change along the axial direction. The production cost can be reduced continuously.

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

【図1】本発明に係る生コンクリート打設用先端ホース
を示す一部切欠き半截縦断面図である。
FIG. 1 is a partially cut-away half-cut longitudinal sectional view showing a ready-mixed concrete tip hose according to the present invention.

【図2】同上先端ホースの使用態様を示す概略側面図で
ある。
FIG. 2 is a schematic side view showing a usage mode of the tip hose.

【図3】同上先端ホースにおける円筒状内面ゴムの縦断
面図である。
FIG. 3 is a vertical cross-sectional view of a cylindrical inner surface rubber in the same end hose.

【図4】同上先端ホースにおける円筒状内面ゴムの製造
方法のうち、薄肉先端部の製造状態を示す説明図であ
る。
FIG. 4 is an explanatory view showing a manufacturing state of a thin-walled tip portion in a method of manufacturing a cylindrical inner surface rubber in the same end hose.

【図5】同上先端ホースにおける円筒状内面ゴムの製造
方法のうち、厚肉基端部の製造状態を示す説明図であ
る。
FIG. 5 is an explanatory view showing a manufacturing state of a thick base end in the method of manufacturing the cylindrical inner surface rubber in the distal end hose.

【図6】本発明に係る生コンクリート打設用先端ホース
における円筒状内面ゴムの他の実施形態を示す縦断面図
である。
FIG. 6 is a longitudinal sectional view showing another embodiment of the cylindrical inner surface rubber of the tip hose for placing ready-mixed concrete according to the present invention.

【図7】従来から一般的に採用されている補強構造を持
った生コンクリート打設用先端ホースの要部の縦断面図
である。
FIG. 7 is a longitudinal sectional view of a main part of a tip end hose for placing ready-mixed concrete having a reinforcing structure generally used conventionally.

【符号の説明】[Explanation of symbols]

1 円筒状内面ゴム 2 補強層 3 外面ゴム 8,9 補強繊維コード 11 螺旋状補強線材 12 押出し用心金 12a テーパー小径部 13 押出し用ダイス A 生コンクリート打設用先端ホース DESCRIPTION OF SYMBOLS 1 Cylindrical inner rubber 2 Reinforcement layer 3 Outer rubber 8, 9 Reinforcement fiber cord 11 Spiral reinforcing wire 12 Extrusion mandrel 12a Tapered small diameter portion 13 Extrusion die A Tip hose for placing ready-mixed concrete

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 生コンクリートを圧送し打設する先端ホ
ースのうち、円筒状内面ゴムの内径をその全長に亘って
一定にするとともに、外径を生コンクリートの入口部側
が大きく、かつ、出口部側に至るほど連続的もしくは断
続的に小さくなるように軸線方向に沿って肉厚に変化を
持たせていることを特徴とする生コンクリート打設用先
端ホース。
In a tip hose for feeding and pouring ready-mixed concrete, the inner diameter of a cylindrical inner surface rubber is made constant over its entire length, and the outer diameter is larger on the inlet side of the ready-mixed concrete and the outlet portion. A hose for pouring ready-mixed concrete, characterized in that the thickness of the hose is varied along the axial direction so as to decrease continuously or intermittently toward the side.
【請求項2】 上記円筒状内面ゴムの外周には、補強繊
維及び/又は補強線材からなる補強層と円筒状外面ゴム
が積層されている請求項1に記載の生コンクリート打設
用先端ホース。
2. The hose according to claim 1, wherein a reinforcing layer made of reinforcing fibers and / or a reinforcing wire and a cylindrical outer rubber are laminated on the outer periphery of the cylindrical inner rubber.
【請求項3】 生コンクリートを圧送し打設する先端ホ
ースのうち円筒状内面ゴムを、押出し用心金とその外周
に位置する押出し用ダイスとの間から押出し成形して連
続的に製造する方法であって、 上記押出し用ダイスを押出し開始に伴って押出し用心金
のテーパー小径部に向けて連続的もしくは断続的に移動
させることにより内径が一定で、かつ、外径が生コンク
リートの入口部側から出口部側に至るほど連続的もしく
は断続的に小さくなるように軸線方向に沿って肉厚変化
させることを特徴とする生コンクリート打設用先端ホー
スの製造方法。
3. A method of continuously manufacturing by extruding a cylindrical inner surface rubber from a tipping mandrel and an extruding die located on an outer periphery of a tip end hose for pressure-feeding and pouring ready-mixed concrete. There is a constant inner diameter by moving the extrusion die continuously or intermittently toward the tapered small diameter portion of the extrusion mandrel with the start of extrusion, and the outer diameter is from the entrance side of the ready-mixed concrete. A method for manufacturing a tip end for placing fresh concrete, characterized in that the wall thickness is changed along the axial direction so as to decrease continuously or intermittently toward an outlet side.
JP29434097A 1997-10-27 1997-10-27 Raw concrete hose for placing concrete and method for manufacturing the same Expired - Fee Related JP3709273B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29434097A JP3709273B2 (en) 1997-10-27 1997-10-27 Raw concrete hose for placing concrete and method for manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29434097A JP3709273B2 (en) 1997-10-27 1997-10-27 Raw concrete hose for placing concrete and method for manufacturing the same

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2003413484A Division JP2004108592A (en) 2003-12-11 2003-12-11 Tip hose for placing ready-mixed concrete and manufacturing method therefor

Publications (2)

Publication Number Publication Date
JPH11132367A true JPH11132367A (en) 1999-05-21
JP3709273B2 JP3709273B2 (en) 2005-10-26

Family

ID=17806444

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29434097A Expired - Fee Related JP3709273B2 (en) 1997-10-27 1997-10-27 Raw concrete hose for placing concrete and method for manufacturing the same

Country Status (1)

Country Link
JP (1) JP3709273B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003502596A (en) * 1999-06-10 2003-01-21 エウロコンドッテ エス.ピ.ア. Reinforced flexible hose and its manufacturing method
JP2008281092A (en) * 2007-05-10 2008-11-20 Toyo Tire & Rubber Co Ltd Rubber hose
KR20190071605A (en) * 2017-12-14 2019-06-24 (주) 화승엑스윌 Composition of rubber for a concreate docking hose and the concreate docking hose including the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101324177B1 (en) 2007-09-07 2013-11-06 도요 고무 고교 가부시키가이샤 Pumping tube

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003502596A (en) * 1999-06-10 2003-01-21 エウロコンドッテ エス.ピ.ア. Reinforced flexible hose and its manufacturing method
JP2008281092A (en) * 2007-05-10 2008-11-20 Toyo Tire & Rubber Co Ltd Rubber hose
KR20190071605A (en) * 2017-12-14 2019-06-24 (주) 화승엑스윌 Composition of rubber for a concreate docking hose and the concreate docking hose including the same

Also Published As

Publication number Publication date
JP3709273B2 (en) 2005-10-26

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