JP2010275765A - Automatic joint forming apparatus - Google Patents

Automatic joint forming apparatus Download PDF

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JP2010275765A
JP2010275765A JP2009129027A JP2009129027A JP2010275765A JP 2010275765 A JP2010275765 A JP 2010275765A JP 2009129027 A JP2009129027 A JP 2009129027A JP 2009129027 A JP2009129027 A JP 2009129027A JP 2010275765 A JP2010275765 A JP 2010275765A
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joint forming
joint
forming apparatus
automatic
concrete
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Masahiro Adachi
雅弘 足立
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SUEHIRO SANGYO KK
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SUEHIRO SANGYO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To validate the effect of a joint and to reduce post-work after placing concrete to speed up work and to improve safety. <P>SOLUTION: The automatic joint forming apparatus 1 including a joint forming means 2 and a restraining means 9, is attached to the rear end side face corresponding to an outlet of a molding form. The joint forming means 2 is formed by sticking a roller 5 to the tip of a shaft 3 and sticking a pinion 7 to a base end, and the pinion 7 is rotatably meshed with a rack 9a. The pinion 7 is driven by a hydraulic motor 8. The automatic joint forming apparatus 1 is thereby movably constituted orthogonally to the height direction with respect to the moving direction of the molding form indicated by an arrow mark. The restraining means 9 includes the rack 9a provided hanging at the rear end side face of the molding form, and the moving locus of the roller 5 is restrained on the rack 9a with which the pinion 7 is meshed. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本願発明はスリップフォーム工法におけるコンクリート目地の施工の自動化をすることができる自動目地形成装置に関する。   The present invention relates to an automatic joint forming apparatus capable of automating the construction of a concrete joint in a slip form method.

スリップフォーム工法は、微速走行するコンクリート成型機に投下されるコンクリートを同機に設置された成型型枠に導入し、脱型される際に所定のコンクリート構造物を成型するという工法であり、例えば、道路工事等において、排水側溝、壁高欄、のり面舗装、コンクリート防護柵、コンクリート舗装等、長尺のコンクリート構造物を連続して成形する場合に使用される。   The slip form method is a method of introducing a concrete dropped into a concrete molding machine that travels at a low speed into a molding form installed in the machine, and molding a predetermined concrete structure when demolding. In road construction, etc., it is used when continuously forming long concrete structures such as drainage gutters, wall rails, slope pavements, concrete guard fences, concrete pavements, etc.

この種コンクリート構造物においては、例えば温度変化によるコンクリート版の収縮、膨張に対応するため、コンクリートの表面の一部を切断して収縮を集中させ、他の部分へのクラックの発生を防止する。   In this kind of concrete structure, for example, in order to cope with shrinkage and expansion of the concrete plate due to temperature change, a part of the surface of the concrete is cut to concentrate the shrinkage, thereby preventing the occurrence of cracks in other parts.

従来においては、例えばコンクリート防護柵における収縮目地の形成は、打設されたコンクリートの硬化後、表面の一部を例えば10m毎に切断して初期収縮を集中させ、他の部分へのクラックの発生を防止していた。   Conventionally, for example, the formation of shrink joints in concrete guard fences, after hardening of the cast concrete, part of the surface is cut, for example, every 10 m to concentrate the initial shrinkage, and cracks occur in other parts Was preventing.

しかしながら、このような従来技術においては、まず、打設されたコンクリートは硬化とともに初期収縮が開始されるから、硬化後に収縮目地を施工しても有効性に不安が生ずるという問題があった。   However, in such a prior art, first, since the placed concrete starts initial shrinkage with hardening, there is a problem in that the effectiveness is insecure even if a shrink joint is applied after hardening.

また、目地の形成をカッターによる切断で行なう場合では、熟練した作業員の手作業に依存することが多いために、工期の延長や事故の発生、経済性の点で問題があった。   Further, when forming joints by cutting with a cutter, there are many problems in terms of extension of construction period, occurrence of accidents, and economical efficiency because they often depend on manual operations of skilled workers.

特開2000−110110号公報JP 2000-110110 A

本願発明は上記問題点を解消し、打設直後で硬化前のコンクリート構造物に目地を形成することにより、目地による効果を有効化させることを目的とする。   The object of the present invention is to solve the above-mentioned problems and to make the effect of joints effective by forming joints in the concrete structure before hardening immediately after placing.

また目地の施工を自動化することにより、コンクリート打設後の後作業を軽減し、作業の迅速化、安全性を向上させることを目的とする。   Moreover, it aims at reducing the post-work after concrete placement by automating the joint construction, speeding up the work, and improving the safety.

上記目的達成のため、本願発明による自動目地形成装置は、移動自在のコンクリート成型機に設置される成型型枠に付設される目地形成装置であって、上記目地形成装置は、目地形成手段と拘束手段とからなり、上記成型型枠の出口に設けられて脱型直後のコンクリートに目地溝を付与し、上記目地形成手段は移動自在であり、その移動方向は上記成型型枠の移動方向に対し高さ方向に直交し、上記拘束手段は上記目地形成手段の移動を一定の軌跡上に拘束することを特徴とする。
また請求項1記載の自動目地形成装置において、上記目地形成手段の軌跡が上記成型型枠の移動方向に対し90°乃至45°の範囲の間に調整可能であることを特徴とする。
また請求項1記載の自動目地形成装置において、上記目地形成手段が回転することを特徴とする。
また請求項1記載の自動目地形成装置において、上記目地形成手段が摺動することを特徴とする。
また請求項3記載の自動目地形成装置において、上記目地形成手段の基端部にピニオンが固着され、上記拘束手段が上記ピニオンに歯合するラックからなることを特徴とする。
また請求項4記載の自動目地形成装置において、上記拘束手段がレールからなり、該レールに上記目地形成手段の基端部に固着されたタイヤが摺動自在に嵌合することを特徴とする。
In order to achieve the above object, an automatic joint forming apparatus according to the present invention is a joint forming apparatus attached to a molding form installed in a movable concrete molding machine, wherein the joint forming apparatus is constrained with joint forming means. And a joint groove is provided in the concrete immediately after demolding provided at the outlet of the molding mold, the joint forming means is movable, and its moving direction is relative to the moving direction of the molding mold. The restraining means restrains the movement of the joint forming means on a certain locus perpendicular to the height direction.
The automatic joint forming apparatus according to claim 1, wherein a locus of the joint forming means can be adjusted within a range of 90 ° to 45 ° with respect to a moving direction of the molding frame.
Further, in the automatic joint forming apparatus according to claim 1, the joint forming means rotates.
In the automatic joint forming apparatus according to claim 1, the joint forming means slides.
The automatic joint forming apparatus according to claim 3 is characterized in that a pinion is fixed to a base end portion of the joint forming means, and the restraining means includes a rack meshing with the pinion.
The automatic joint forming device according to claim 4 is characterized in that the restraining means comprises a rail, and a tire fixed to the base end portion of the joint forming means is slidably fitted to the rail.

本願発明によれば、打設直後で硬化前のコンクリート構造物に目地を形成することができるから、温度変化によるコンクリート版の収縮、膨張による応力や、コンクリート版の表面と底面の温度差によるそりによって生ずる応力等を軽減するという目地による効果を有効化させることができる。   According to the present invention, since joints can be formed in the concrete structure immediately after placing and before hardening, warpage due to stress due to shrinkage and expansion of the concrete plate due to temperature change and temperature difference between the surface and the bottom of the concrete plate. The effect by the joint of reducing the stress etc. which arise by this can be validated.

また目地の施工を自動化することができるから、コンクリート打設後の後作業を軽減し、作業の迅速化、安全性を向上させることができる。   In addition, since the construction of joints can be automated, post-work after concrete placement can be reduced, work can be speeded up, and safety can be improved.

本願発明による自動目地形成装置の実施の形態を例示する斜視図である。It is a perspective view which illustrates an embodiment of an automatic joint formation device by the present invention. 図1の自動目地形成装置を成型型枠に適用した状態の図である。It is a figure of the state which applied the automatic joint formation apparatus of FIG. 1 to the molding mold. 図1の自動目地形成装置が適用された成型型枠を設置したコンクリート成型機の図である。It is a figure of the concrete molding machine which installed the molding form with which the automatic joint formation apparatus of FIG. 1 was applied. (A)は本願発明による自動目地形成装置により形成された目地溝の形状を示す端面図、(B)は同他の端面図、(C)は同さらに他の端面図である。(A) is an end view showing the shape of a joint groove formed by the automatic joint forming apparatus according to the present invention, (B) is another end view, and (C) is still another end view. 本願発明にかかる自動目地形成装置により収縮目地を形成する工程を示す端面図であり、(A)は打設工程、(B)は目地切り工程、(C)は収縮工程を各示す。It is an end elevation which shows the process of forming a shrink joint by the automatic joint formation apparatus concerning this invention, (A) shows a placement process, (B) shows a joint cutting process, (C) shows a shrink process. 本願発明にかかる自動目地形成装置により膨張目地を形成する工程を示す端面図であり、(A)は埋設される膨張目地の設置工程、(B)は打設工程、(C)は目地切り工程、(D)は膨張工程を各示す。It is an end view which shows the process of forming an expansion joint by the automatic joint formation apparatus concerning this invention, (A) is the installation process of the expansion joint embedded, (B) is a placing process, (C) is a joint cutting process. , (D) shows the expansion step.

次に、実施の形態を例示する図面に基づき本願発明による自動目地形成装置をさらに詳しく説明する。なお、便宜上同一の機能を奏する部分には同一の符号を付してその説明を省略する。   Next, the automatic joint forming apparatus according to the present invention will be described in more detail with reference to the drawings illustrating the embodiments. For convenience, portions having the same function are denoted by the same reference numerals and description thereof is omitted.

図1乃至図3において本願発明による自動目地形成装置1は目地形成手段2及び拘束手段9からなり、成型型枠13の出口14に対応する後端部側面に付設される。上記成型型枠13は、図3に示すように、コンクリート成型機11の側面に設置され、該コンクリート成型機11とともに矢印方向(図2に示す)に移動する。上記目地形成手段2は軸3の先端部にローラ5が固着されるとともに、基端部にピニオン7が固着されてなり、該ピニオン7がラック9aに回転可能に歯合する。上記ピニオン7は油圧モータ8により駆動され、これにより、上記自動目地形成装置1は矢示する成型型枠13の移動方向に対し、高さ方向に直交して移動自在に構成される。上記油圧モータ8は上記コンクリート成型機11の動力源により駆動される。上記ローラ5は周面が錘状に形成されてなる。上記ピニオン7の歯は台形状に形成されてなる。拘束手段9は上記したラック9aからなり、該ラック9aを上記成型型枠13の後端部側面13aに垂設され、上記ローラ5の移動軌跡をピニオン7が歯合するラック9a上に拘束する。   1 to 3, the automatic joint forming apparatus 1 according to the present invention comprises joint forming means 2 and restraining means 9, and is attached to the side surface of the rear end corresponding to the outlet 14 of the molding form 13. As shown in FIG. 3, the molding mold 13 is installed on the side surface of the concrete molding machine 11 and moves together with the concrete molding machine 11 in the arrow direction (shown in FIG. 2). In the joint forming means 2, a roller 5 is fixed to the distal end portion of the shaft 3, and a pinion 7 is fixed to the proximal end portion, and the pinion 7 meshes with the rack 9a in a rotatable manner. The pinion 7 is driven by a hydraulic motor 8, whereby the automatic joint forming apparatus 1 is configured to be movable perpendicular to the height direction with respect to the moving direction of the molding form 13 indicated by the arrow. The hydraulic motor 8 is driven by a power source of the concrete molding machine 11. The roller 5 has a circumferential surface formed in a weight shape. The teeth of the pinion 7 are formed in a trapezoidal shape. The restraining means 9 is composed of the rack 9a described above, and the rack 9a is suspended from the side surface 13a of the rear end portion of the mold 13 and restrains the movement trajectory of the roller 5 on the rack 9a with which the pinion 7 meshes. .

図4に本願発明による自動目地形成装置1により形成される目地溝の形状を示す。自動目地形成装置1が上記ローラ5からなる場合は断面三面形状の目地溝10aが形成されるが(図4(A))ローラの周面が突弧状の場合は断面円形形状の目地溝10bが形成され(図4(B))、ローラの周面が台形状の場合は断面台形形状の目地溝10cが形成される(図4(C))。   FIG. 4 shows the shape of a joint groove formed by the automatic joint forming apparatus 1 according to the present invention. When the automatic joint forming apparatus 1 is composed of the roller 5, joint grooves 10a having a three-section cross section are formed (FIG. 4 (A)). When the roller has a trapezoidal peripheral surface (FIG. 4B), a joint groove 10c having a trapezoidal cross section is formed (FIG. 4C).

図5に基づき収縮目地を形成する場合を説明する。図示しないコンクリートミキサー車等のコンクリート供給機からホッパ15を介して成型型枠13内に導入されたコンクリートは、成型型枠13内において図示しないバイブレータにより適宜の振動を付与されて締め固められ、やがて成型型枠13の後部に開口された出口14より脱型される。17は路盤(又は盛土材)18上に脱型されたコンクリート構造物を示す(図5(A))。この脱型された直後のコンクリート構造物17は未だ硬化されていないので、この未硬化状態において本願発明による自動目地形成装置1により目地の形成を行なうのである。   The case where a shrink joint is formed will be described with reference to FIG. Concrete introduced from a concrete feeder such as a concrete mixer truck (not shown) into the molding frame 13 via the hopper 15 is compacted by applying appropriate vibrations by a vibrator (not shown) in the molding mold 13. The mold is removed from the outlet 14 opened at the rear part of the mold 13. 17 shows the concrete structure demolded on the roadbed (or embankment material) 18 (FIG. 5 (A)). Since the concrete structure 17 immediately after being demolded is not yet cured, the joint is formed by the automatic joint forming apparatus 1 according to the present invention in this uncured state.

例えば10m毎に目地を形成する場合は、コンクリートの打設工程後(図4(A))、10m毎にコンクリート成型機11を短時間一時停止し、その間にローラ5を移動させる目地切り工程を行なう(図5(B))。この場合の目地形成手段2の軌跡は成型型枠13の移動方向に対し90°である。   For example, when forming joints every 10 m, after the concrete placing process (FIG. 4A), a joint cutting process in which the concrete molding machine 11 is temporarily stopped every 10 m and the roller 5 is moved in the meantime. Perform (FIG. 5B). In this case, the locus of the joint forming means 2 is 90 ° with respect to the moving direction of the mold 13.

かくして、所定の時間が経過して該目地溝が収縮すると収縮目地の完成となる(図5(C))。   Thus, when the joint groove contracts after a predetermined time has elapsed, the contracted joint is completed (FIG. 5C).

次に図6に基づき膨張目地を形成する場合を説明する。路盤18には予めアンカー筋20を有する埋設膨張目地21が設けられている(図6(A))。この埋設膨張目地21上に上述した要領でコンクリート構造物17が打設される(図6(B))。次いで例えば20m毎の目地切り工程を行なう。膨張目地の場合、目地形成手段は、例えば一対のローラ5a、5bと該ローラ5a、5b間に連結された除去部6からなり、打設直後で未硬化状態のコンクリート構造物17の表面を該ローラ5a、5bとともに除去部6が移動する(図6(C))。かくして、所定の時間が経過すると膨張目地22の完成となる(図6(D))。   Next, the case where an expansion joint is formed will be described with reference to FIG. The road bed 18 is provided with an embedded expansion joint 21 having anchor muscles 20 in advance (FIG. 6A). The concrete structure 17 is placed on the buried expansion joint 21 in the manner described above (FIG. 6B). Next, for example, a joint cutting process is performed every 20 m. In the case of an expanded joint, the joint forming means includes, for example, a pair of rollers 5a and 5b and a removing portion 6 connected between the rollers 5a and 5b. The removal unit 6 moves together with the rollers 5a and 5b (FIG. 6C). Thus, when the predetermined time elapses, the expansion joint 22 is completed (FIG. 6D).

本願発明による自動目地形成装置は上記実施の形態に限定されない。例えば、自動目地形成装置1の作動は、コンクリート成型機11つまり成型型枠13の移動中に行うこともできる。この移動はコンクリートの打設を行なうため微速となるが、この場合の上記目地形成手段2の移動軌跡は、成型型枠13の移動速度との関係で、斜め方向や曲線の軌跡となったり、あるいは、中間点の種々の軌跡を模様のようにすることができる。例えば、上記目地形成手段2の始点を上記拘束手段9の中間位置にセットし、コンクリートの脱型状態に対応させて上下方向に移動することとすれば、横長のウェーブ模様の目地を形成することができる。   The automatic joint forming apparatus according to the present invention is not limited to the above embodiment. For example, the operation of the automatic joint forming apparatus 1 can be performed while the concrete molding machine 11, that is, the molding form 13 is moving. This movement is slow due to the placement of concrete, but the movement locus of the joint forming means 2 in this case is an oblique direction or a curve locus in relation to the movement speed of the mold 13, Alternatively, various trajectories of the intermediate points can be made like patterns. For example, if the starting point of the joint forming means 2 is set at an intermediate position of the restraining means 9 and moved up and down in accordance with the demolding state of the concrete, a horizontally long wave pattern joint is formed. Can do.

また目地溝を形成する目地形成手段2は、図示例のようにそれ自体を回転させる場合だけでなく、摺動により移動してもよい。この場合、目地形成手段2の高速逆回転、高速正回転、摩擦による自然回転、摺動による押切切断の順に目地の出来上り見栄えが良好であり、かつ上記順にコスト上も有利である。   Further, the joint forming means 2 for forming the joint groove may be moved not only by rotating itself as in the illustrated example but also by sliding. In this case, the appearance of the joint is good in the order of high-speed reverse rotation, high-speed forward rotation, natural rotation by friction, and press-cut cutting by sliding, and the cost is advantageous in the above order.

摺動による場合は、例えば、上記拘束手段9がレールからなり、該レールに上記目地形成手段2の基端部に固着されたタイヤ(図示省略)が摺動自在に嵌合する。   In the case of sliding, for example, the restraining means 9 is composed of a rail, and a tire (not shown) fixed to the base end portion of the joint forming means 2 is slidably fitted to the rail.

上記目地形成手段2の駆動源は任意であり、例えば電動モータ、油圧シリンダの適用も可能である。また押圧による摺動であってもよい。   The drive source of the joint forming means 2 is arbitrary, and for example, an electric motor or a hydraulic cylinder can be applied. Also, sliding by pressing may be used.

またローラ5の周面形状は目地の目的に応じて任意に設計可能である。   The peripheral surface shape of the roller 5 can be arbitrarily designed according to the purpose of the joint.

本願発明による自動目地形成装置はスリップフォーム工法におけるコンクリート目地の施工に広く利用可能である。   The automatic joint forming apparatus according to the present invention can be widely used for concrete joint construction in the slip-form method.

1 自動目地形成装置
2 目地形成手段
3 軸
5 ローラ
6 除去部
7 ピニオン
8 油圧モータ
9 拘束手段
9a ラック
10a 目地溝
10b 目地溝
10c 目地溝
11 コンクリート成型機
13 成型型枠
14 出口
15 ホッパ
17 コンクリート構造物
18 路盤
19 収縮目地
20 アンカー筋
21 埋設膨張目地
22 膨張目地
DESCRIPTION OF SYMBOLS 1 Automatic joint formation apparatus 2 Joint formation means 3 Axis 5 Roller 6 Removal part 7 Pinion 8 Hydraulic motor 9 Restraining means 9a Rack 10a Joint groove 10b Joint groove 10c Joint groove 11 Concrete molding machine 13 Molding form 14 Exit 15 Hopper 17 Concrete structure Material 18 Subbase 19 Contraction joint 20 Anchor muscle 21 Embedded expansion joint 22 Expansion joint

Claims (6)

移動自在のコンクリート成型機に設置される成型型枠に付設される目地形成装置であって、上記目地形成装置は、目地形成手段と拘束手段とからなり、上記成型型枠の出口に設けられて脱型直後のコンクリートに目地溝を付与し、
上記目地形成手段は移動自在であり、その移動方向は上記成型型枠の移動方向に対し高さ方向に直交し、
上記拘束手段は上記目地形成手段の移動を一定の軌跡上に拘束する
ことを特徴とする自動目地形成装置。
A joint forming apparatus attached to a molding form installed in a movable concrete molding machine, wherein the joint forming apparatus includes joint forming means and restraining means, and is provided at an outlet of the molding form. A joint groove is added to the concrete immediately after demolding,
The joint forming means is movable, the moving direction thereof is orthogonal to the height direction with respect to the moving direction of the molding frame,
The automatic joint forming apparatus, wherein the restraining means restrains movement of the joint forming means on a fixed locus.
上記目地形成手段の軌跡が上記成型型枠の移動方向に対し90°乃至45°の範囲の間に調整可能であることを特徴とする請求項1記載の自動目地形成装置。   2. The automatic joint forming apparatus according to claim 1, wherein a locus of the joint forming means can be adjusted in a range of 90 to 45 degrees with respect to a moving direction of the molding frame. 上記目地形成手段が回転することを特徴とする請求項1記載の自動目地形成装置。   2. The automatic joint forming apparatus according to claim 1, wherein the joint forming means rotates. 上記目地形成手段が摺動することを特徴とする請求項1記載の自動目地形成装置。   2. The automatic joint forming apparatus according to claim 1, wherein said joint forming means slides. 上記目地形成手段の基端部にピニオンが固着され、上記拘束手段が上記ピニオンに歯合するラックからなることを特徴とする請求項3記載の自動目地形成装置。   4. The automatic joint forming apparatus according to claim 3, wherein a pinion is fixed to a base end portion of the joint forming means, and the restraining means comprises a rack meshing with the pinion. 上記拘束手段がレールからなり、該レールに上記目地形成手段の基端部に固着されたタイヤが摺動自在に嵌合することを特徴とする請求項4記載の自動目地形成装置。   5. The automatic joint forming apparatus according to claim 4, wherein the restraining means comprises a rail, and a tire fixed to the base end portion of the joint forming means is slidably fitted to the rail.
JP2009129027A 2009-05-28 2009-05-28 Automatic joint forming apparatus Pending JP2010275765A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017160706A (en) * 2016-03-10 2017-09-14 鹿島建設株式会社 Concrete successive forming apparatus, and concrete successive forming method
CN113430975A (en) * 2021-07-12 2021-09-24 包头市公路工程股份有限公司 Self-compacting concrete wall type guardrail slip form construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017160706A (en) * 2016-03-10 2017-09-14 鹿島建設株式会社 Concrete successive forming apparatus, and concrete successive forming method
CN113430975A (en) * 2021-07-12 2021-09-24 包头市公路工程股份有限公司 Self-compacting concrete wall type guardrail slip form construction method
CN113430975B (en) * 2021-07-12 2022-09-09 包头市公路工程股份有限公司 Self-compacting concrete wall type guardrail slip form construction method

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