JP2944025B2 - Cast-in-place pile reinforced cage construction equipment - Google Patents

Cast-in-place pile reinforced cage construction equipment

Info

Publication number
JP2944025B2
JP2944025B2 JP3215195A JP3215195A JP2944025B2 JP 2944025 B2 JP2944025 B2 JP 2944025B2 JP 3215195 A JP3215195 A JP 3215195A JP 3215195 A JP3215195 A JP 3215195A JP 2944025 B2 JP2944025 B2 JP 2944025B2
Authority
JP
Japan
Prior art keywords
cast
place pile
reinforced cage
pile reinforced
reinforced
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 - Fee Related
Application number
JP3215195A
Other languages
Japanese (ja)
Other versions
JPH08226121A (en
Inventor
伴克 大西
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP3215195A priority Critical patent/JP2944025B2/en
Publication of JPH08226121A publication Critical patent/JPH08226121A/en
Application granted granted Critical
Publication of JP2944025B2 publication Critical patent/JP2944025B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

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、場所打杭鉄筋篭建込装
置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cast-in-place pile reinforced cage construction device.

【0002】[0002]

【従来の技術】場所打杭鉄筋篭の建込は、従来大型クレ
ーンや門型クレーンを使用して行っていた。
2. Description of the Related Art Cast-in-place pile reinforced cages have conventionally been constructed using large cranes or portal cranes.

【0003】[0003]

【発明が解決しようとする課題】したがって、施工現場
が狭い施工条件(例えば巾が5m前後、作業空頭が4m
程度)では、大型クレーンや門型クレーンを使用するこ
とができないため、鉄筋篭重量が大きくなると建込作業
が困難となる。
Accordingly, the construction site has a narrow construction condition (for example, the width is about 5 m, and the working head is 4 m).
), Large cranes and portal cranes cannot be used, so if the weight of the reinforced cage is large, the construction work becomes difficult.

【0004】本発明は、狭い施工現場で作業性良く安全
に場所打杭鉄筋篭を建込む場所打杭鉄筋篭建込装置を提
供することを目的としている。
[0004] It is an object of the present invention to provide a cast-in-place pile reinforced cage installation device for safely setting a cast-in-place pile reinforced cage in a narrow construction site with good workability.

【0005】[0005]

【課題を解決するための手段】本発明によれば、スタン
ドパイプの開口部を囲んで配設された架台を設けた場所
打杭鉄筋篭建込装置において、その架台に対向して一対
のウインチ装置を設け、それらのウインチ装置には架台
に設けたブラケットにスタンドパイプの内部に臨むよう
に取付けた滑車と、端部にフックを備えたワイヤロープ
を巻回するウインチ機構とが設けられ、そのフックは鉄
筋篭をその側面を吊っており、もって鉄筋篭は側面で支
持されながら吊り降されるようになっている。
According to the present invention, there is provided a cast-in-place pile reinforced cage installation device provided with a gantry disposed so as to surround an opening of a stand pipe, and a pair of winches opposed to the gantry. A device is provided, and those winch devices are provided with a pulley attached to a bracket provided on a gantry so as to face the inside of the stand pipe, and a winch mechanism for winding a wire rope having a hook at an end thereof. The hook suspends the reinforced basket on the side, and the reinforced basket is suspended while being supported by the side.

【0006】[0006]

【作用】上記のように構成された場所打杭鉄筋篭建込装
置においては、スタンドパイプの開口部に装置を設置
し、小型クレーンで鉄筋篭ユニットを開口部上に移動し
建込済みの鉄筋篭ユニットと接続する。次いで、ウイン
チ装置のワイヤロープで支持して所定位置まで巻き下げ
固定する。固定には通常使用されるカンザシを使用す
る。以下同様に鉄筋篭接続と巻き下げを行なう。
In the cast-in-place pile reinforced cage construction device constructed as described above, the device is installed in the opening of the stand pipe, and the reinforced cage unit is moved over the opening with a small crane and the built-in reinforcement is reinforced. Connect with basket unit. Next, it is supported by a wire rope of a winch device, and is lowered and fixed to a predetermined position. Kanzashi which is usually used is used for fixing. Thereafter, connection and lowering of the reinforcing bar are performed in the same manner.

【0007】[0007]

【実施例】以下図面を参照して本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0008】図1及び図2において、全体を符号1で示
す建込装置は、スタンドパイプ10の開口部を囲むよう
に配設された平面コ字状の架台2と、その架台2に対向
して設けられた一対の全体を符号4で示すウインチ装置
いわゆるチルホールとから概略構成されている。
In FIG. 1 and FIG. 2, a mounting device indicated by reference numeral 1 is a flat U-shaped base 2 provided so as to surround an opening of a stand pipe 10, and is opposed to the base 2. And a so-called chill hole, which is a winch device indicated by reference numeral 4 and provided as a whole.

【0009】図3をも参照しチルホール4には、架台2
からブラケット3を介してスタンドパイプ10の内部に
臨むように設けられた滑車5と、操作レバー6を備えた
図示しないウインチ機構とが設けられている。そのウイ
ンチ機構は、一端がフリーで他端にフック8を備えたワ
イヤロープ7を、操作レバー6の矢印a方向の操作で巻
き下げ、矢印b方向の操作で巻き上げるようになってい
る。
Referring also to FIG.
A pulley 5 is provided so as to face the inside of the stand pipe 10 through the bracket 3 via a bracket 3, and a winch mechanism (not shown) having an operation lever 6 is provided. The winch mechanism is configured such that the wire rope 7 having one end free and a hook 8 at the other end is lowered by operating the operation lever 6 in the direction of the arrow a, and is hoisted by operating the operation lever 6 in the direction of the arrow b.

【0010】次に、鉄筋篭の建込態様を説明する。Next, a description will be given of a mode of installing the reinforcing bar.

【0011】先ず、図4に示すように、例えば4.9ト
ンのミニクレーン9で鉄筋篭ユニット11Aを、スタン
ドパイプ10の開口部に吊り下ろし、チルホール4、4
のワイヤロープ7、7で支持する。
First, as shown in FIG. 4, the reinforced cage unit 11A is suspended from the opening of the stand pipe 10 by a 4.9 ton mini crane 9, for example.
Supported by the wire ropes 7 and 7.

【0012】次いで、次の鉄筋篭ユニット11Bを吊っ
て先の鉄筋篭11Aに接続する。
Next, the next reinforced cage unit 11B is suspended and connected to the reinforced cage 11A.

【0013】そこで、図5に示すように、操作レバー
6、6を矢印a方向に操作し、ワイヤロープ7、7を巻
き下げて鉄筋篭ユニット11A、11Bをガイドパイプ
10内に吊り下ろす。以下、同様にして順次鉄筋篭ユニ
ット11C・・・を継ぎ足して吊り下ろし、鉄筋篭を建
込む。
Then, as shown in FIG. 5, the operating levers 6, 6 are operated in the direction of arrow a to lower the wire ropes 7, 7 and suspend the reinforced cage units 11A, 11B in the guide pipe 10. Hereinafter, similarly, the reinforcing bar cage units 11C are successively added and suspended, and the reinforcing bar cages are built.

【0014】なお、鉄筋篭接続時及びフック8の掛け替
え時は通常使用されるカンザシにて固定する。
When connecting the reinforcing bar cage and changing the hook 8, it is fixed with a normally used kansashi.

【0015】[0015]

【発明の効果】本発明は、以上説明したように構成され
ているので、大型クレーンや門型クレーンを用いない
で、狭い施工現場で作業性良く安全に場所打杭の鉄筋篭
を建込むことができる。
The present invention is constructed as described above. Therefore, it is possible to build a cast-in-place pile reinforced cage in a narrow construction site with good workability without using a large crane or a portal crane. Can be.

【0016】また、本発明は鉄筋篭だけでなく鋼管柱や
構真柱の建込みにも有効である。
Further, the present invention is effective not only for the construction of steel stakes, but also for the construction of steel pipe columns and timber columns.

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

【図1】本発明の一実施例を示す上面図。FIG. 1 is a top view showing one embodiment of the present invention.

【図2】図1の側面図。FIG. 2 is a side view of FIG. 1;

【図3】図2の要部を示す拡大図。FIG. 3 is an enlarged view showing a main part of FIG. 2;

【図4】鉄筋篭ユニットの接続状態を示す側面図。FIG. 4 is a side view showing a connection state of the reinforcing cage unit.

【図5】鉄筋篭ユニットの吊り下ろし状態を示す側面
図。
FIG. 5 is a side view showing the reinforced cage unit in a suspended state.

【符号の説明】[Explanation of symbols]

1・・・建込装置 2・・・架台 3・・・ブラケット 4・・・チルホール 5・・・滑車 6・・・操作レバー 7・・・ワイヤロープ 8・・・フック 9・・・ミニクレーン 10・・・スタンドパイプ 11A、11B・・・鉄筋篭ユニット DESCRIPTION OF SYMBOLS 1 ... Building device 2 ... Stand 3 ... Bracket 4 ... Chill hole 5 ... Pulley 6 ... Operation lever 7 ... Wire rope 8 ... Hook 9 ... Mini crane 10 Stand pipe 11A, 11B Reinforcing cage unit

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 スタンドパイプの開口部を囲んで配設さ
れた架台を設けた場所打杭鉄筋篭建込装置において、そ
の架台に対向して一対のウインチ装置を設け、それらの
ウインチ装置には架台に設けたブラケットにスタンドパ
イプの内部に臨むように取付けた滑車と、端部にフック
を備えたワイヤロープを巻回するウインチ機構とが設け
られ、そのフックは鉄筋篭をその側面を吊っており、も
って鉄筋篭は側面で支持されながら吊り降されることを
特徴とする場所打杭鉄筋篭建込装置。
1. A cast-in-place pile reinforced cage installation device provided with a gantry disposed around an opening of a stand pipe, a pair of winch devices are provided opposite the gantry, and the winch devices are provided with A pulley attached to the bracket provided on the gantry so as to face the inside of the stand pipe, and a winch mechanism for winding a wire rope with a hook at the end are provided, and the hook suspends the reinforced basket on the side. The cast-in-place pile reinforced cage construction device, wherein the reinforced cage is suspended while being supported on the side.
JP3215195A 1995-02-21 1995-02-21 Cast-in-place pile reinforced cage construction equipment Expired - Fee Related JP2944025B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3215195A JP2944025B2 (en) 1995-02-21 1995-02-21 Cast-in-place pile reinforced cage construction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3215195A JP2944025B2 (en) 1995-02-21 1995-02-21 Cast-in-place pile reinforced cage construction equipment

Publications (2)

Publication Number Publication Date
JPH08226121A JPH08226121A (en) 1996-09-03
JP2944025B2 true JP2944025B2 (en) 1999-08-30

Family

ID=12350920

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3215195A Expired - Fee Related JP2944025B2 (en) 1995-02-21 1995-02-21 Cast-in-place pile reinforced cage construction equipment

Country Status (1)

Country Link
JP (1) JP2944025B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102518122B (en) * 2011-11-17 2014-07-09 中铁十五局集团有限公司 Leading-in method of bridge foundation reinforced concrete hole pile reinforcing cage
CN108316285A (en) * 2018-03-28 2018-07-24 中铁八局集团第三工程有限公司 Operating platform and construction method suitable for the construction of deep hole large diameter hole pile cages
CN113186907A (en) * 2021-04-22 2021-07-30 武汉武建机械施工有限公司 Device for controlling floating of cast-in-place pile reinforcement cage and top elevation and construction method thereof

Also Published As

Publication number Publication date
JPH08226121A (en) 1996-09-03

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