JPH04134518U - Wall balustrade forming equipment - Google Patents

Wall balustrade forming equipment

Info

Publication number
JPH04134518U
JPH04134518U JP5042891U JP5042891U JPH04134518U JP H04134518 U JPH04134518 U JP H04134518U JP 5042891 U JP5042891 U JP 5042891U JP 5042891 U JP5042891 U JP 5042891U JP H04134518 U JPH04134518 U JP H04134518U
Authority
JP
Japan
Prior art keywords
formwork
carts
concrete
wall balustrade
edge
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
JP5042891U
Other languages
Japanese (ja)
Other versions
JPH078565Y2 (en
Inventor
邦夫 入野
好光 保坂
廣光 渡邊
Original Assignee
オリエンタル建設株式会社
株式会社東葉製作所
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Application filed by オリエンタル建設株式会社, 株式会社東葉製作所 filed Critical オリエンタル建設株式会社
Priority to JP5042891U priority Critical patent/JPH078565Y2/en
Publication of JPH04134518U publication Critical patent/JPH04134518U/en
Application granted granted Critical
Publication of JPH078565Y2 publication Critical patent/JPH078565Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】 (修正有) 【目的】 高架コンクリート床版の縁部に一体成型され
る壁高欄の成型作業を省力化する装置の提供。 【構成】 二台の台車2A,2Bを連結枠4をもって切
離しできるように連結する。両台車2A,2Bのそれぞ
れから片持式の水平梁11を突出させ、その先端に縦吊
り材12を介して水平な吊り足場13,13を支持させ
る。両台車2A,2Bの水平梁11下に壁高欄用のコン
クリート型枠21を、吊り材20、油圧シリンダー25
a,25bをもって支持させる。
(57) [Summary] (with amendments) [Purpose] To provide a device that saves labor in forming a wall railing that is integrally formed on the edge of an elevated concrete slab. [Structure] Two carts 2A and 2B are connected with a connecting frame 4 so that they can be separated. A cantilevered horizontal beam 11 is projected from each of both carts 2A, 2B, and horizontal hanging scaffolds 13, 13 are supported at the tips of the beams via vertical hanging members 12. A concrete formwork 21 for the wall railing is placed under the horizontal beam 11 of both carts 2A and 2B, a hanging material 20, and a hydraulic cylinder 25.
Support it with a and 25b.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、鉄道や道路用の高架コンクリート床版の縁部に、該床版と一体に立 設される壁高欄を成型するための壁高欄成型装置に関する。 This invention is designed to be installed on the edge of elevated concrete deck slabs for railways and roads. The present invention relates to a wall balustrade molding device for molding a wall balustrade to be installed.

【0002】0002

【従来の技術】[Conventional technology]

従来、壁高欄の成型に際しては、コンクリート床版の成型時に壁高欄用の縦筋 を床版縁部より突出させておき、これを縦向きに折り曲げ、水平筋を組み付ける とともに、その外側に内外のコンクリート型枠を組み、コンクリートを打設する ことによって床版と一体な壁高欄を成型している。 Conventionally, when forming a wall balustrade, vertical reinforcements for the wall balustrade were added when forming the concrete slab. Let it protrude from the edge of the floor slab, bend it vertically, and attach the horizontal striations. At the same time, construct inner and outer concrete forms on the outside and pour concrete. This allows the wall railing to be molded into one piece with the floor slab.

【0003】 この壁高欄成型のための装置としては、片持式の吊足場支持材を有する走行架 台を使用し、該吊足場支持材に支持させて、床版の縁部下に水平足場を設置し、 該足場上にて、鉄筋工、型枠工等の作業を行っていた。0003 The equipment for forming this wall railing is a traveling rack with a cantilevered hanging scaffold support. Installing a horizontal scaffold under the edge of the floor slab using a platform and supporting the suspended scaffolding support material; Work such as reinforcing bar work and formwork work was being carried out on the scaffolding.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

上述した従来の壁高欄成型のための装置は、吊足場のための架台、型枠及びコ ンクリート打設のための装置が、それぞれ全て別々に構成されており、特に架台 は、吊足場を支持するためのみのものであったため、型枠の組み付け及び脱型は 、クレーン等の別の吊り手段にて型枠を支持しつつ行わなければならず、作業性 が悪いとともに、型枠の重量が制限されるため、あまり長くすることができず、 1回のコンクリート打設長さが短いという問題があった。 The above-mentioned conventional wall balustrade forming equipment includes frames, formwork, and components for suspended scaffolding. The equipment for concrete pouring is all constructed separately, especially the pedestal. was only for supporting the suspended scaffolding, so the assembly and removal of the formwork was not possible. , the formwork must be supported by another lifting means such as a crane, which reduces work efficiency. Not only is it bad, but it also limits the weight of the formwork, so it cannot be made very long. There was a problem that the length of concrete pouring at one time was short.

【0005】 本考案はこのような従来の問題にかんがみ、型枠の組み付け、脱型、移動等の 作業が能率良く、しかも安全にでき、1回の成形長さを従来に比べて著しく長く することのできる壁高欄成型装置の提供を目的としたものである。[0005] In view of these conventional problems, the present invention has been developed to solve problems such as assembling, demolding, and moving formwork. The work is efficient and safe, and the length of one molding process is significantly longer than before. The purpose of this invention is to provide a wall balustrade molding device that can be used to form a wall balustrade.

【0006】[0006]

【課題を達成するための手段】 上述の如き従来の問題を解決し、所期の目的を達成するための本考案の特徴は 、高架コンクリート床版上を移動自在で、かつ、該床版の縁部下に垂下される片 持式の吊足場支持材を有する台車と、前記吊足場支持材に支持されて前記床版の 縁部下に挿入される水平足場と、前記床版の縁部上に一体成型される壁高欄成型 のためのコンクリート型枠とを備えてなる壁高欄成型装置において、前記台車を 二台備え、両台車を連結材を介して切り離し自在に連結させ、該台車に前記コン クリート型枠の両端を吊り材及び型枠開閉用の油圧シリンダーを介して支持させ るとともに、両台車に支持させた前記水平足場間を連結用足場材にて切り離し可 能に連続させたことを特徴としてなる壁高欄成型装置ことにある。[Means to achieve the task] The features of this invention to solve the above-mentioned conventional problems and achieve the intended purpose are: , a piece that is movable on the elevated concrete slab and is suspended below the edge of the slab. a trolley having a suspended scaffold support; Horizontal scaffolding inserted under the edge and wall parapet molding integrally molded on the edge of the floor slab. In a wall balustrade forming device comprising a concrete formwork for Two carts are provided, and both carts are detachably connected via a connecting member, and the cart is connected to the controller. Both ends of the cleat formwork are supported via hanging materials and hydraulic cylinders for opening and closing the formwork. At the same time, the horizontal scaffolding supported by both carts can be separated using a connecting scaffolding material. There is a wall balustrade molding device that is characterized by continuous performance.

【0007】[0007]

【作用】[Effect]

本考案の装置は、両台車間を切り離し、型枠を台車から外すことによって通常 の移動吊足場となり、床版の縁部処理や、壁高欄用の配筋、更には壁高欄成型後 の表面の仕上げ等の作業の足場として使用できる。 The device of this invention can be used normally by separating the two carts and removing the formwork from the cart. It can be used as a mobile suspended scaffold for processing the edges of floor slabs, arranging reinforcement for wall balustrades, and even after forming wall balustrades. It can be used as a scaffold for surface finishing work, etc.

【0008】 また両台車を連結し、油圧シリンダー及び吊り材を介して型枠の両端部を支持 させた状態で移動させ、所望の壁高欄成型位置まで型枠を搬送する。[0008] Also, connect both carts and support both ends of the formwork via hydraulic cylinders and hanging materials. The formwork is then moved to the desired wall balustrade forming position.

【0009】 次いで油圧シリンダーを動作させて型枠を所定の位置に組み立て、ホッパーよ りコンクリートを型枠内に流し込む。成型後の脱型は型枠を両台車に支持させた 状態で油圧シリンダーの操作により行うため、クレーン等の他の吊り手段を要し ない。[0009] The hydraulic cylinders are then activated to assemble the formwork in place and release it into the hopper. Pour the concrete into the formwork. For demolding after molding, the formwork was supported by both carts. Since this is done by operating a hydraulic cylinder under the condition, other lifting means such as a crane is required. do not have.

【0010】0010

【実施例】【Example】

次に本考案の実施例を図面について説明する。 Next, embodiments of the present invention will be described with reference to the drawings.

【0011】 図において、1は高架コンクリート床版であり、2A,2Bは床版1上に載せ た自走式の台車である。両台車は図には詳示されてないが、油圧モーターにより 車輪を駆動させて走行できるようになっている。両台車2A,2Bは、その架台 部3,3間を一対の連結棒4,4によって連結されている。この連結棒4,4は 、両端が各架台部3,3に対し、ピン5,5によって取り外し自在に枢着されて いる。更に両架台3,3上には橋体6が掛け渡され、ホッパー移動路7が連続配 置に設けられている。[0011] In the figure, 1 is the elevated concrete slab, and 2A and 2B are placed on the slab 1. It is a self-propelled trolley. Both carts are not shown in detail in the diagram, but are powered by hydraulic motors. It is designed to be able to run by driving the wheels. Both trolleys 2A and 2B are their mounts. The parts 3, 3 are connected by a pair of connecting rods 4, 4. These connecting rods 4, 4 , both ends are removably pivotally connected to each frame part 3, 3 by pins 5, 5. There is. Furthermore, a bridge body 6 is spanned over both frames 3, 3, and a hopper movement path 7 is continuously arranged. It is located at

【0012】 一方の台車2Aの架台部3上には、その走行方向と直交する向きにホイスト用 レール8が門型支柱9,9を介して設置され、ホイスト15をもってホッパー1 0を吊り上げ、架台部3の一端外からホッパー移動路7上間を移動できるように なっている。0012 On the pedestal section 3 of one of the trolleys 2A, there is a A rail 8 is installed via gate-shaped supports 9, 9, and a hoist 15 is used to lift the hopper 1. 0 can be lifted up and moved between the top of the hopper movement path 7 from outside one end of the pedestal section 3. It has become.

【0013】 両台車2A,2Bには、それぞれコンクリート床版1の縁部より外方に延びる 一対の水平梁11,11が片持式に突出されており、この両水平梁11,11の 先端に縦吊り材12,12を固着して垂下させ、この縦吊り材12,12に水平 の向きの吊り足場13を片持式に支持させている。このようにして両台車2A, 2Bに吊り持ちさせた両吊り足場13,13間に渡り足場14を掛け渡している 。 両台車の水平梁11,11下には、図5、図6に示すように吊り材20を介 して壁高欄用の型枠21が吊り下げられている。この型枠21は、鋼製の内外面 型板22,23及び端面型板(図示せず)から構成されており、内外面の両型板 22,23を頂部金具24を介して互いに開閉自在に枢着し、全体を吊り材20 をもって所定高さに吊り持ちさせ、かつ、内外面の両型板22,23の背面と架 台2及び縦吊り材12との間に油圧シリンダー25a,25bを介在させ、この 両油圧シリンダーによって内外面型板22,23を開閉させるようにしている。[0013] Both carts 2A and 2B each have a groove extending outward from the edge of the concrete slab 1. A pair of horizontal beams 11, 11 are protruded in a cantilevered manner. Vertical hanging materials 12, 12 are fixed to the tips and suspended, and horizontally attached to these vertical hanging materials 12, 12. A hanging scaffold 13 in the direction of is supported in a cantilevered manner. In this way, both trolleys 2A, Scaffold 14 is stretched across both suspended scaffolds 13 and 13 suspended from 2B. . As shown in FIGS. 5 and 6, hanging members 20 are installed under the horizontal beams 11 and 11 of both carts. A formwork 21 for a wall balustrade is suspended. This formwork 21 has steel inner and outer surfaces. Consists of templates 22, 23 and end templates (not shown), both inner and outer templates. 22 and 23 are pivotally connected to each other via a top metal fitting 24 so as to be freely openable and closable, and the whole is attached to the hanging member 20. Hold it at a predetermined height with the Hydraulic cylinders 25a and 25b are interposed between the stand 2 and the vertical hanging member 12, and this The inner and outer mold plates 22 and 23 are opened and closed by both hydraulic cylinders.

【0014】 なお、型枠21は、図6に示すように外面型板23の下縁をコンクリート床版 1の縁部底面に固定した止め金26に支持させるとともに、内外面の両型板22 ,23を通しボルト27を介して連結して組み付けるようにしている。[0014] Note that the formwork 21 has the lower edge of the outer template 23 attached to the concrete floor slab as shown in FIG. It is supported by a stopper 26 fixed to the bottom of the edge of 1, and both the inner and outer mold plates 22 , 23 and are connected via bolts 27 for assembly.

【0015】 このように構成される装置の使用に際しては、図1〜図4に示すように両台車 2A,2Bを互いに連結した状態で型枠21を吊り材20で吊り、両型板22, 23を開いた状態で所定の位置まで両台車を移動させる。然る後、コンクリート 床版1の縁部下面に止め金26を固定するとともに、各油圧シリンダー25a, 25bを操作して型枠21を所定位置に組み立てる。[0015] When using the device configured in this way, both carts should be With 2A and 2B connected to each other, the formwork 21 is hung with the hanging material 20, and both the formwork plates 22, Both carts are moved to predetermined positions with 23 opened. After that, concrete A stopper 26 is fixed to the lower surface of the edge of the floor slab 1, and each hydraulic cylinder 25a, 25b to assemble the formwork 21 in a predetermined position.

【0016】 次いでホッパー10内にコンクリートを収容し、ホイスト15をもって吊り上 げてホッパー移動路7上に運び、該移動路7上を移動させて型枠21内にコンク リートを打設する。[0016] Next, the concrete is placed in the hopper 10 and lifted up using the hoist 15. The concrete is transported onto the hopper moving path 7, moved on the moving path 7, and placed in the formwork 21. Pour the REIT.

【0017】 このようにしてコンクリート打設の後、前方側の台車2Aの連結を切り離すと ともに、該台車2A側の吊り材20、油圧シリンダー25a,25bを外して型 枠21を切り離した状態で台車2Aのみを前方に移動させ、その吊り足場を使用 して次のコンクリート打設位置の配筋や、止め金26の固定等の先行作業を行う 。 また必要に応じ後方の台車2Bも型枠21から切り離し、先にコンクリート 打設を済せた壁高欄の仕上等の作業を行う。[0017] After pouring concrete in this way, disconnect the front trolley 2A. In both cases, remove the hanging material 20 and hydraulic cylinders 25a and 25b from the trolley 2A side and remove the mold. With the frame 21 separated, only the trolley 2A is moved forward and its suspended scaffolding is used. Then perform preliminary work such as arranging reinforcement at the next concrete placement position and fixing the stopper 26. . Also, if necessary, the rear truck 2B is also separated from the formwork 21 and concrete is placed first. Finishing work will be carried out on the wall parapets that have been poured.

【0018】 型枠21の脱型に際しては、両台車2A,2Bを再度連結させ、吊り材20及 び油圧シリンダー25a,25bを連結してこれらを操作することによって脱型 し、次のコンクリート打設位置へ移動させる。[0018] When demolding the formwork 21, both carts 2A and 2B are connected again, and the hanging material 20 and Demoulding is performed by connecting and operating the hydraulic cylinders 25a and 25b. and move it to the next concrete placement position.

【0019】[0019]

【考案の効果】[Effect of the idea]

上述のように本考案の壁高欄成型装置は、二台の台車を使用し、それぞれに吊 り足場を支持させるとともに、型枠の両端を両台車にて支持させ、かつ、油圧シ リンダーをもって該型枠を開閉させるようにしたことによって大長スパンの型枠 を使用しても操作性良く作業でき、型枠組み、脱型及び搬送が能率良く行うこと ができる。 As mentioned above, the wall balustrade forming device of the present invention uses two trolleys, each with a In addition to supporting the scaffolding, both ends of the formwork are supported by both carts, and the hydraulic system is By using a linder to open and close the formwork, it is possible to create a formwork with a large span. It is possible to work with good operability even when using a I can do it.

【0020】 また両台車は、それぞれ他の部分と切り離して移動できるため、従来の吊り足 場としてコンクリート打設に付帯する作業に使用することができ、作業性を著し く向上させることができる。[0020] Additionally, since both trolleys can be moved separately from the other parts, It can be used as a place for work incidental to concrete pouring, and it significantly improves work efficiency. This can be greatly improved.

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

【図1】本考案の実施例の装置全体を示す平面図であ
る。
FIG. 1 is a plan view showing the entire apparatus according to an embodiment of the present invention.

【図2】同上の床版上部分の正面図である。FIG. 2 is a front view of the upper part of the floor slab.

【図3】同上の吊足場部分の正面図である。FIG. 3 is a front view of the hanging scaffold portion same as above.

【図4】同、平面図である。FIG. 4 is a plan view of the same.

【図5】本考案の装置の使用状態の断面図である。FIG. 5 is a sectional view of the device of the present invention in use.

【図6】同上のコンクリート型枠部分の拡大断面図であ
る。
FIG. 6 is an enlarged sectional view of the concrete formwork portion same as above.

【符号の説明】[Explanation of symbols]

1 コンクリート床版 2A,2B 台車 3 架台部 4 連結棒 5 ピン 6 橋体 7 ホッパー移動路 8 ホイスト用レール 9 門型支柱 10 ホッパー 11 水平梁 12 縦吊り材 13 吊り足場 14 渡り足場 15 ホイスト 20 吊り材 21 型枠 22 内面型板 23 外面型板 24 頂部金具 25a,25b 油圧シリンダー 26 止め金 27 通しボルト 1 Concrete floor slab 2A, 2B trolley 3 Frame section 4 Connecting rod 5 pins 6 Bridge body 7 Hopper movement path 8 Hoist rail 9 Portal support 10 Hopper 11 Horizontal beam 12 Vertical hanging material 13 Hanging scaffolding 14 Crossing scaffolding 15 Hoist 20 Hanging material 21 Formwork 22 Internal template 23 External template 24 Top metal fitting 25a, 25b Hydraulic cylinder 26 Clasp 27 Through bolt

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 高架コンクリート床版上を移動自在で、
かつ、該床版の縁部下に垂下される片持式の吊足場支持
材を有する台車と、前記吊足場支持材に支持されて前記
床版の縁部下に挿入される水平足場と、前記床版の縁部
上に一体成型される壁高欄成型のためのコンクリート型
枠とを備えてなる壁高欄成型装置において、前記台車を
二台備え、両台車を連結材を介して切り離し自在に連結
させ、該台車に前記コンクリート型枠の両端を吊り材及
び型枠開閉用の油圧シリンダーを介して支持させるとと
もに、両台車に支持させた前記水平足場間を連結用足場
材にて切り離し可能に連続させたことを特徴としてなる
壁高欄成型装置。
[Claim 1] Is movable on an elevated concrete slab,
and a trolley having a cantilevered suspended scaffold support suspended below the edge of the floor slab, a horizontal scaffold supported by the suspended scaffold support and inserted under the edge of the floor slab, and the floor A wall balustrade forming apparatus comprising a concrete formwork for forming a wall balustrade that is integrally molded on the edge of the plate, comprising two carts, and both carts are detachably connected via a connecting material. , the cart supports both ends of the concrete formwork via hanging materials and hydraulic cylinders for opening and closing the formwork, and the horizontal scaffolding supported by both carts is separably connected with a connecting scaffolding material. This is a wall balustrade molding device that is characterized by:
【請求項2】 二台の台車上に前記型枠に沿ってホッパ
ー移動路を設け、該ポッパー移動路上を走行するコンク
リート打設用の移動ホッパーを備えてなる請求項1に記
載の壁高欄成型装置。
2. The wall balustrade molding according to claim 1, wherein a hopper moving path is provided along the formwork on two carts, and a moving hopper for concrete pouring that travels on the popper moving path is provided. Device.
JP5042891U 1991-06-03 1991-06-03 Wall balustrade molding equipment Expired - Lifetime JPH078565Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5042891U JPH078565Y2 (en) 1991-06-03 1991-06-03 Wall balustrade molding equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5042891U JPH078565Y2 (en) 1991-06-03 1991-06-03 Wall balustrade molding equipment

Publications (2)

Publication Number Publication Date
JPH04134518U true JPH04134518U (en) 1992-12-15
JPH078565Y2 JPH078565Y2 (en) 1995-03-01

Family

ID=31927878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5042891U Expired - Lifetime JPH078565Y2 (en) 1991-06-03 1991-06-03 Wall balustrade molding equipment

Country Status (1)

Country Link
JP (1) JPH078565Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193558A (en) * 2011-03-17 2012-10-11 Sumitomo Mitsui Construction Co Ltd Bridge face construction method and temporary fence installation device used for the method
JP2013155519A (en) * 2012-01-30 2013-08-15 Kameda Gumi Co Ltd Mold form of wall balustrade
JP2020186516A (en) * 2019-05-09 2020-11-19 鹿島建設株式会社 Method of constructing bridge railing

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012193558A (en) * 2011-03-17 2012-10-11 Sumitomo Mitsui Construction Co Ltd Bridge face construction method and temporary fence installation device used for the method
JP2013155519A (en) * 2012-01-30 2013-08-15 Kameda Gumi Co Ltd Mold form of wall balustrade
JP2020186516A (en) * 2019-05-09 2020-11-19 鹿島建設株式会社 Method of constructing bridge railing

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