JP3074765U - Pillar building construction system equipment - Google Patents

Pillar building construction system equipment

Info

Publication number
JP3074765U
JP3074765U JP2000004869U JP2000004869U JP3074765U JP 3074765 U JP3074765 U JP 3074765U JP 2000004869 U JP2000004869 U JP 2000004869U JP 2000004869 U JP2000004869 U JP 2000004869U JP 3074765 U JP3074765 U JP 3074765U
Authority
JP
Japan
Prior art keywords
construction
frame body
frame
building
template
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
JP2000004869U
Other languages
Japanese (ja)
Inventor
玉霞 唐
Original Assignee
玉霞 唐
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 玉霞 唐 filed Critical 玉霞 唐
Priority to JP2000004869U priority Critical patent/JP3074765U/en
Application granted granted Critical
Publication of JP3074765U publication Critical patent/JP3074765U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Types And Forms Of Lifts (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

(57)【要約】 【課題】 建築物の施工を簡単快速に行うことができ、
施工の安全性を高め施工費用とコストを下げることがで
きる柱状建築物施工システム装置の提供。 【解決手段】 施工装置と補助作業タワーを具え、該施
工装置に作業平台と踏板を具えたフレーム体が設けら
れ、該フレーム体の上端に昇降機構が設けられ、底部内
側縁に案内スライド機構と支持機構が取り付けられ、内
側に四片の型板を具えた型板装置が取り付けられ、該補
助作業タワーは重ね置かれた桁架構造を具え、該桁架構
造にサスペンションアームを具えた吊掛装置が設けら
れ、該施工装置が昇降機構により上向きに上昇し、並び
に建築物の壁面に沿ってスライドし適宜位置で支持固定
され、並びに補助作業タワーの吊掛装置の組合せにより
施工に必要な材料を運送し、全体として建築物の施工作
業を簡単、安全及び快速となす効果を提供する。
(57) [Abstract] [Problem] The construction of a building can be performed easily and quickly.
Provision of a columnar building construction system device that can enhance construction safety and reduce construction costs and costs. SOLUTION: A construction device and an auxiliary work tower are provided, the construction device is provided with a frame body having a work platform and a tread plate, an elevating mechanism is provided at an upper end of the frame body, and a guide slide mechanism is provided at a bottom inner edge. A support mechanism is attached, a template device with four template plates is attached inside, the auxiliary work tower is provided with a superposed girder structure, and a suspension device with a suspension arm is provided on the girder structure. Provided, the construction equipment is lifted upward by the elevating mechanism, and is slid along the wall of the building, supported and fixed at an appropriate position, and transports materials necessary for construction by a combination of a hanging device of an auxiliary work tower. In addition, the present invention provides an effect that the construction work of the building is made simple, safe and fast as a whole.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は一種の柱状建築物施工システム装置に係り、特に、建築物の施工を簡 単快速に行うことができ、施工の安全性を高め施工費用とコストを下げることが できる柱状建築物施工システム装置に関する。 The present invention relates to a type of pillar building construction system apparatus, and in particular, a pillar building construction system capable of easily and quickly constructing a building, improving construction safety and reducing construction costs and costs. Related to the device.

【0002】[0002]

【従来の技術】[Prior art]

周知の建築物施工方式によると、建物施工前にその造形構造により予め建物の 高さに合わせて足場を組まねばならず、且つ該足場は適宜高さごとに作業員が立 つための横向きの架設が必要であり、全体として極めて大量の材料と作業時間が かかり、高い足場にはさらに高層の起重機を組み合わせて吊り上げて組み立てる 作業が必要であり、且つ建物完成後には、排除しなければならない。高層建築物 施工に必要な材料と物品、さらには攪拌したコンクリートも起重機で吊り上げて 運送しなければならず、ゆえに周知の構造は全体として多くの欠点があり、改善 の必要があった。 According to the well-known building construction method, before building construction, scaffolds must be set up in advance according to the building structure according to the height of the building, and the scaffolds must be horizontal for workers to stand at each height as appropriate. It requires erection and requires a very large amount of material and work time as a whole. The tall scaffolding requires the work of assembling by combining a high-rise hoist, and must be eliminated after the building is completed. Materials and articles necessary for the construction of high-rise buildings, as well as stirred concrete, had to be lifted and transported by a hoist, so the well-known structure had many disadvantages as a whole and needed improvement.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the invention]

本考案の主要な目的は、一種の柱状建築物施工システム装置を提供することに あり、それは施工装置の昇降機構の設置により、施工装置全体を上向きに上昇さ せ、内部に施工装置に伴い移動する型板装置を設置し、全体の施工をさらに簡便 に快速に行えるようにしたものとする。 The main purpose of the present invention is to provide a kind of pillar building construction system equipment, which raises the whole construction equipment upwards by installing the lifting mechanism of the construction equipment, and moves inside with the construction equipment. It is assumed that a template system will be installed to make the entire construction easier and faster.

【0004】 本考案の別の目的は、一種の柱状建築物施工システム装置を提供することにあ り、それは、施工装置のフレーム体に数個の作業平台と踏板構造を設けて、施工 人員が安定して作業平台上に立つことができ、また比較的携帯しにくい物品を放 置することができ、また踏板上に立つ或いは座ることができ、施工時の上下の伝 送運送及び受け取りに合わせたものとする。[0004] Another object of the present invention is to provide a kind of columnar building construction system device, which is provided with several work flats and a tread plate structure on a frame body of the construction device so that construction personnel can provide the same. It can stably stand on a work platform, can leave items that are relatively difficult to carry, and can stand or sit on treads, so that it can be transported and received at the time of construction. It shall be assumed.

【0005】 本考案のさらに別の目的は、一種の柱状建築物施工システム装置を提供するこ とにあり、それは施工装置の近隣に吊掛機能を具えた補助作業タワーを設けて、 施工に必要な材料を吊掛運送することにより施工コストを節約できるようにし、 且つ該補助作業タワー内にエレベータを設けて、施工人員を押し上げて施工装置 と相互に通じるようにし、こうして上下の管道を提供して施工作業中の上下移動 を円滑に行えるようにしたものとする。A further object of the present invention is to provide a kind of pillar building construction system device, which is provided with an auxiliary work tower with a hanging function near the construction device and is necessary for construction. The construction cost can be saved by suspending and transporting various materials, and an elevator is provided in the auxiliary work tower so that construction personnel can be pushed up to communicate with the construction equipment, thereby providing upper and lower pipelines. Vertical movement during construction work.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

請求項1の考案は、 施工装置とされ、建築物の四周にあって鋼材を相互に畳重させ接合してなる矩 形のフレーム体を具え、該フレーム体の中段両側に一つの作業平台が凸設され、 上下の適宜部分のフレーム体内に踏み板構造が設けられ、フレーム体の上端に接 合された吊梁部分に数個の油圧シリンダを具えた昇降機構が取り付けられ、且つ フレーム体の四周底端及び中段の適宜位置にそれぞれ内向きに案内輪が凸設され 、フレーム体の四周の内側の適宜位置に複数の支持ブロックを具えた支持フレー ムが凸設され、別のフレーム体内部の四周の上部の横梁にそれぞれ一つの型板が 吊掛されて一つの型板装置が形成され、且つ各型板の両側縁が相互に螺子止め可 能とされた、上記施工装置と、 補助作業タワーとされ、上述の施工装置の近隣部分に設置され並びに四つの主 枠架及び該主枠架間にあって上向きに交叉するよう組み合わされ重ね置かれた強 化フレームの形成する桁架構造を具え、該桁架構造の内部に一つのエレベータが 組み合わされ、並びに桁架構造に吊掛装置が組み合わされ、該吊掛装置が桁架構 造の外枠部分に組み合わされる可動フレームを具え、該可動フレームの四隅の側 縁部分に桁架構造の主枠架に対してスライドする複数の案内輪が設けられ、且つ 可動フレームの一側の上端の適宜部分に一つのリールが架設され、同側の底端に 一つの枢接シートが連接され、枢接シートにサスペンションアームが枢接され、 該サスペンションアームの別端に一つのプーリが設けられ、該リールに掛けられ たケーブルがサスペンションアームのプーリを透過して一つのフックに連接され 、別に桁架構造の上端に一つのプーリ装置が組み合わされ、地面に架設されたリ ールに掛けられたケーブルがプーリ装置を経由して可動フレームの一側の横梁に 連結された、上記補助作業タワーと、 を具え、建築物の快速安全施工に利用されることを特徴とする、柱状建築物施 工システム装置としている。 請求項2の考案は、前記フレーム体の鋼材はU型、L型或いはH型鋼の断面構 造形態とされることを特徴とする、請求項1に記載の柱状建築物施工システム装 置としている。 請求項3の考案は、前記型板の両側縁にそれぞれ複数の止め溝と複数のボルト 孔が設けられ、各一つのボルト孔部分に一つのボルトが穿設されて隣接する型板 の螺子止めに供されることを特徴とする、請求項1に記載の柱状建築物施工シス テム装置としている。 請求項4の考案は、前記補助作業タワーと底層がすでに完成した建築物壁面或 いは施工装置間に固定横梁の構造が固定されて、補助作業タワーの平穏な状態が 維持されるか、或いは施工装置との間の通路が形成されることを特徴とする、請 求項1に記載の柱状建築物施工システム装置としている。 The invention according to claim 1 is a construction apparatus, which comprises a rectangular frame body which is formed by folding and joining steel materials to each other on four sides of a building, and one work platform is provided on both sides of a middle stage of the frame body. A tread plate structure is provided in the upper and lower appropriate portions of the frame body, and a lifting mechanism equipped with several hydraulic cylinders is attached to the suspension beam portion connected to the upper end of the frame body, and Guide wheels are provided inward at appropriate positions at the bottom end and the middle stage, and support frames having a plurality of support blocks are provided at appropriate positions inside the four peripheries of the frame body. The above-mentioned construction device, in which one template is hung on each of the cross beams at the top of the four circumferences to form one template device, and both side edges of each template can be screwed to each other, The tower is located near the construction equipment A girder structure is provided in the adjacent part and formed by four main frames and a reinforcing frame interposed between the main frames so as to intersect upward and to be overlapped, and one elevator is provided inside the girder structure. A hanging device is combined with the girder structure, and the hanging device includes a movable frame to be combined with an outer frame portion of the girder structure, and a main frame of the girder structure is provided on four side edges of the movable frame. A plurality of guide wheels are provided to slide with respect to the movable frame, and one reel is erected on an appropriate portion of the upper end of one side of the movable frame, and one pivot seat is connected to the bottom end of the movable frame, and a pivot seat is provided. A suspension arm is pivotally connected to the suspension arm, and a pulley is provided at another end of the suspension arm. Connected to the hook, one pulley device was separately combined with the upper end of the girder structure, and the cable hung on the reel erected on the ground was connected to the cross beam on one side of the movable frame via the pulley device And the above-mentioned auxiliary work tower, and is used for rapid and safe construction of a building. The invention according to claim 2 is the columnar building construction system device according to claim 1, characterized in that the steel material of the frame body has a cross-sectional structure of U-shaped, L-shaped or H-shaped steel. . According to a third aspect of the present invention, a plurality of locking grooves and a plurality of bolt holes are provided on both side edges of the template, and one bolt is drilled in each bolt hole portion to screw the adjacent template. The construction system for a columnar building according to claim 1, wherein The invention according to claim 4 is characterized in that the structure of the fixed cross beam is fixed between the auxiliary work tower and the building wall or the construction device where the bottom layer has already been completed, so that the auxiliary work tower is maintained in a calm state, or A columnar building construction system device according to claim 1, wherein a passage between the construction device and the construction device is formed.

【0007】[0007]

【考案の実施の形態】[Embodiment of the invention]

図1に示されるのは、本考案の柱状建築物施工システム装置の全体外観正面図 である。本考案の柱状建築物施工システム装置は、施工装置Aに補助作業タワー Bが組み合わされてなり、該施工装置Aはフレーム体10、昇降機構20、案内 スライド機構30、支持機構40及び型板装置50が組み合わされてなる。該補 助作業タワーBは桁架構造60、吊掛装置70で組成される。 FIG. 1 is an overall front view of the columnar building construction system apparatus of the present invention. The columnar building construction system apparatus of the present invention includes a construction apparatus A and an auxiliary work tower B, and the construction apparatus A includes a frame body 10, a lifting mechanism 20, a guide slide mechanism 30, a support mechanism 40, and a template device. 50 are combined. The auxiliary work tower B is composed of a girder structure 60 and a hanging device 70.

【0008】 該フレーム体10は、建築物四周にそれぞれU型、L型等の異なる断面形式及 び寸法の異なる鋼材を相互に畳重し接合してなる一つの矩形のフレーム構造形態 とされ、該フレーム体10の中段の適宜部分の両側それぞれに周囲に保護欄を具 えた作業平台11が突出するよう接合されて、施工に必要な物品或いは工具を置 くのに供され、且つフレーム内の上下の適宜部分に踏板12構造が設けられてそ の上に立つ或いは座るのに供される。The frame body 10 has a single rectangular frame structure in which steel materials having different cross-sectional types and dimensions such as U-shape and L-shape are folded and joined to each other on four sides of the building, A working flat table 11 having a protection column around it is joined to both sides of an appropriate part of the middle part of the frame body 10 so as to protrude therefrom, and is used for placing articles or tools necessary for construction, and provided inside the frame. The tread plate 12 structure is provided at an appropriate portion on the upper and lower sides, and is used to stand or sit on it.

【0009】 該昇降機構20は、上述のフレーム体10の上端に接合された二つの吊梁の底 部に平均分布するよう連接された四つの油圧シリンダ21を具え、該油圧シリン ダ21の油圧ロッド211が突伸し建築物80内部のすでにコンクリート打ち込 みを終えた端面上に圧接することにより、フレーム体10全体が上向きに押し上 げられる。The elevating mechanism 20 includes four hydraulic cylinders 21 connected to the bottom of the two suspension beams joined to the upper end of the frame body 10 so as to be averagely distributed. The entire frame body 10 is pushed upward by the rod 211 protruding and being pressed against the end face of the building 80 where the concrete has been poured.

【0010】 該案内スライド機構30は、上述のフレーム体10の四周底端及び中段の適宜 部分にそれぞれ内向きに突出するよう連接された案内輪31を具え、該案内輪3 1が建築物80の壁面と接触し、並びにフレーム体10をスライドさせて上昇さ せるのに利用される。The guide slide mechanism 30 includes guide wheels 31 connected to the four peripheral bottom ends of the frame body 10 and an appropriate portion of the middle stage so as to protrude inward, respectively, and the guide wheels 31 are connected to the building 80. It is used to make contact with the wall surface and to slide the frame body 10 upward.

【0011】 該支持機構40は、フレーム体10の四周内側の適宜位置に突設された複数の サポートフレーム41を具え、各サポートフレーム41の外端に一つの支持ブロ ック42が連接され、且つ支持ブロック42にネジ孔が設けられて建築物80の 壁面との螺子止めに利用される。The support mechanism 40 includes a plurality of support frames 41 protruding at appropriate positions inside the four circumferences of the frame body 10, and one support block 42 is connected to the outer end of each support frame 41, Further, a screw hole is provided in the support block 42 and used for screwing to the wall surface of the building 80.

【0012】 該型板装置50は、四片の型板51(図6参照)を具え、各型板51の両側縁 にそれぞれ複数の止め溝511と複数のボルト孔512が設けられ、各一つのボ ルト孔512部分にボルト513が貫通し、型板装置50の四片の型板51がそ れぞれフレーム体10内部と建築物80の四端面との間に設置され、且つボルト 513が隣接する型板51の対応する止め溝511中に結合し、これにより各型 板51が内向きに緊密に結合されて一つの閉じた矩形枠体構造を形成してコンク リート打ち込みに供され、そのうち、各型板51の上端はフレーム体10の上端 に重ね置かれた適宜横梁に吊掛られている。The template device 50 includes four template plates 51 (see FIG. 6). A plurality of locking grooves 511 and a plurality of bolt holes 512 are provided on both side edges of each template 51, respectively. Bolts 513 penetrate through the two bolt holes 512, and four template plates 51 of the template device 50 are respectively installed between the inside of the frame body 10 and the four end faces of the building 80, and the bolts 513 are provided. Are coupled into corresponding recesses 511 in adjacent templates 51 so that each template 51 is tightly coupled inward to form one closed rectangular frame structure for concrete driving. Among them, the upper end of each template 51 is hung on an appropriate cross beam placed on the upper end of the frame body 10.

【0013】 該桁架構造60は、建築物80の近隣部分に設けられ、四つの角部の主枠架6 1に交叉する斜めの強化枠架62が組み合わされたものが上向きに重畳されてな り、該桁架の内部に一つのエレベータ63が組み合わされ、施工人員の昇降に利 用される。The girder structure 60 is provided in the vicinity of a building 80, and a combination of a diagonal reinforcing frame 62 crossing a main frame 61 of four corners is not overlapped upward. Therefore, one elevator 63 is combined inside the girder frame and used for elevating and lowering construction personnel.

【0014】 該吊掛装置70は、上述の桁架構造60の外部を囲むように組み合わされた可 動フレーム71を具え(図7参照)、該可動フレーム71と桁架構造60間に複 数の案内輪711が組み合わされ、該可動フレーム71の一側の上端の適宜位置 に一つのリール72が架設され且つ同側の底端の適宜部分に一つの枢接シート7 12が突出して連接され、該枢接シート712にサスペンションアーム73が枢 接され、該サスペンションアーム73の別端に一つのプーリ(図示せず)が設け られ、該リール72に掛けられた鋼製ケーブル721がサスペンションアーム7 3のプーリを透過して一つのフック74に連接されて、地面に架設された別のリ ール76に掛けられたケーブル761がプーリ装置75を経由して、可動フレー ム71の一側の横梁に連結されて、可動シート71を駆動して上昇させるのに供 され、該桁架構造60の主枠架61と斜め強化枠架62の連接部分には斜めに支 持ロッド64が穿設され、可動フレーム71を載置するのに供される。The hanging device 70 includes a movable frame 71 combined so as to surround the outside of the above-mentioned girder structure 60 (see FIG. 7), and a plurality of guides are provided between the movable frame 71 and the girder structure 60. The wheel 711 is combined, one reel 72 is erected at an appropriate position on the upper end of one side of the movable frame 71, and one pivotal contact sheet 712 projects and is connected to an appropriate portion of the bottom end on the same side. The suspension arm 73 is pivotally connected to the pivot seat 712, one pulley (not shown) is provided at another end of the suspension arm 73, and a steel cable 721 hung on the reel 72 is connected to the suspension arm 73. A cable 761 penetrating through the pulley and connected to one hook 74 and hung on another reel 76 erected on the ground is connected to a movable frame via a pulley device 75. The girder structure 60 is connected to a cross beam on one side and is used to drive and move the movable sheet 71. 64 are drilled and provided for mounting the movable frame 71.

【0015】 図2から図5は本考案の施工システム装置の連続施工状態表示図である。その 柱状建築物は一般の高架橋或いはビルの支柱とされるか、或いは橋梁の支持体等 の構造とされる。施工時には、まず鉄筋をくくり終えた底層上に施工装置Aを架 設し、且つ該施工装置Aの近隣の適宜位置に補助作業タワーBを建設する。その うち、該施工装置Aの昇降機構20、案内スライド機構30及び支持機構40及 び補助作業タワーBの吊掛装置70は後に組み立て、型板装置50を組み立てて コンクリート打ち込み後に、型外しのプロセスを進行し、このとき、先に昇降機 構20を取り付け、並びにその油圧シリンダ21を起動して油圧ロッド211で コンクリート凝固完成した上端面の中央部を圧迫させることにより逐次延伸させ 、施工装置Aが適宜高さに上昇した後に、さらに案内スライド機構30と支持機 構40を取り付ける。このとき、該施工装置A全体は案内スライド機構30の案 内輪31により建築物80の壁面と接触してスライドし、上向きに順調に移動す る。施工装置Aが上昇して型板装置50と建築物80の上端の連接部分に至った 時に、該支持機構40の支持ブロック42を底層壁面に、型板51へのコンクリ ート打ち込みをすることで形成した嵌止め溝81中に螺子止めする(図3参照) 。さらに各型板51を相互に螺子止めし、コンクリート打ち込みのプロセスを進 行し、その全体が凝固するのを待ってさらに型板を取外し、支持ブロック42取 外しと昇降機構20起動等のプロセスを進行し、これを以て類推されるようにし て建築物80全体の施工を完成する。FIG. 2 to FIG. 5 are continuous construction state display diagrams of the construction system device of the present invention. The pillar-shaped building is used as a general viaduct or a building support, or a structure such as a bridge support. At the time of construction, first, the construction device A is erected on the bottom layer where the rebar has been cut, and the auxiliary work tower B is constructed at an appropriate position near the construction device A. Among them, the lifting / lowering mechanism 20, the guide slide mechanism 30, the support mechanism 40, and the hanging apparatus 70 of the auxiliary work tower B of the construction apparatus A are assembled later, the template plate apparatus 50 is assembled, the concrete is driven, and the process of removing the mold is performed. At this time, the elevating mechanism 20 is attached first, and the hydraulic cylinder 21 is activated, and the hydraulic rod 211 presses the central portion of the upper end surface of the concrete solidified. After ascending to an appropriate height, the guide slide mechanism 30 and the support mechanism 40 are further attached. At this time, the entire construction apparatus A slides in contact with the wall surface of the building 80 by the inner ring 31 of the guide slide mechanism 30, and smoothly moves upward. When the construction device A rises and reaches the connection portion between the template device 50 and the upper end of the building 80, concrete is driven into the template 51 with the support block 42 of the support mechanism 40 on the bottom wall surface. (See FIG. 3). Further, each template 51 is screwed to each other, and the concrete driving process proceeds. After the whole is solidified, the template is further removed, the support block 42 is removed, and the processes such as activation of the lifting mechanism 20 are performed. The construction of the entire building 80 is completed by analogy with this.

【0016】 図7に示されるのは本考案の補助作業タワーの実施例であり、該補助作業タワ ーBの桁架構造60は建築物80の底層施工完成後に、その一側に建築物80或 いは施工装置Aに対応連接する固定横梁65が設けられて、補助作業タワーBの 垂直平衡と安定性が維持され、且つ予め桁架構造60が適宜高さに重畳され、並 びに吊掛装置70が設置され(図5参照)、施工時の鋼材等の運送吊掛に供され る。FIG. 7 shows an embodiment of the auxiliary work tower according to the present invention. The girder structure 60 of the auxiliary work tower B is provided with a building 80 or a building 80 on one side thereof after the bottom layer of the building 80 is completed. A fixed cross beam 65 connected to the construction device A is provided so that the vertical balance and stability of the auxiliary work tower B are maintained, and the girder structure 60 is previously superimposed at an appropriate height, and Will be installed (see Fig. 5), and will be used for transporting and suspending steel materials during construction.

【0017】[0017]

【考案の効果】[Effect of the invention]

本考案は以下のような優れた点を有している。 1.施工が簡便快速に行える。即ち本考案の施工装置は直接型板をフレーム体 の内部に吊掛るため、該型板が施工装置に伴い上に移動し、速やかに型の組合せ と型外しのプロセスを進行でき、各型板の止め合わせと分解が簡単に行え、型板 の架設、移動の時間を節約でき、且つ底層建築物完成後に、施工装置の昇降機構 により施工装置全体が簡単に次の施工高さに押し上げられて次の施工プロセスを 実施でき、ゆえに全体として施工が快速で簡便に行える優れた点を有している。 2.大量にコストを節約できる。即ち、本考案はサスペンションアームを具え た補助作業タワーを具え、施工作業中の鉄筋等の材料の吊掛運送を行え、並びに これにより起重機の使用を減少し、伝統的な大量の足場の使用に代わり、架設材 料と工賃を減少し、全体としてコストを有効に節約できる。 3.施工の安全性を高める。本考案の施工装置と補助作業タワーはいずれも鋼 材を畳重して結合してなり、ゆえに全体の構造性が強く、安定性が高く、伝統的 な足場の構造性が脆弱である欠点を回避でき、且つ施工装置に作業平台と踏み板 構造が設けられ、施工人員が安定して立ったり或いは物品を放置することができ 、危険の発生を減少し、全体として施工の安全性を非常に高めている。 4.施工装置が極めて安定し強固である。即ち本考案の施工装置は昇降機構の 押し上げにより上に移動し、且つ上昇完成後にさらに支持フレームで建築物の壁 面に固定され、ゆえに確実に交互固定の安定形態を発生可能である。 The present invention has the following advantages. 1. Construction can be done easily and quickly. That is, the construction apparatus of the present invention directly suspends the template in the frame body, so that the template moves upward with the construction apparatus, and the process of combining and removing the mold can be promptly performed. Can be easily assembled and disassembled, saving time for erection and movement of the template, and after the completion of the bottom building, the entire construction equipment can be easily pushed up to the next construction height by the lifting mechanism of the construction equipment. The following construction process can be carried out, and as a result, it has the advantage that construction can be performed quickly and easily as a whole. 2. Mass cost savings. In other words, the present invention has an auxiliary work tower equipped with a suspension arm, which can hang and transport materials such as rebars during construction work, thereby reducing the use of hoists and using traditional mass scaffolds. Instead, construction materials and labor are reduced, and overall costs are effectively saved. 3. Enhance the safety of construction. Both the construction equipment and the auxiliary work tower of the present invention are constructed by combining steel materials by tatami weights, and therefore have the disadvantage that the overall structure is strong, the stability is high, and the structure of the traditional scaffold is weak. A work platform and a tread plate structure are provided in the construction equipment, and construction staff can stably stand or leave articles, reducing the occurrence of danger and greatly enhancing the safety of construction as a whole. ing. 4. The construction equipment is extremely stable and robust. That is, the construction apparatus of the present invention moves upward by the lifting mechanism and is fixed to the wall of the building by the supporting frame after the completion of the ascent, so that it is possible to surely generate a stable form of alternate fixing.

【0018】 総合すると、本考案の柱状建築物施工システム装置は、施工が簡便、快速に行 え、且つ全体の安全性を高め、有効に施工費用とコストを削減でき、全体として 極めて産業上の利用価値と高いコストパフォーマンスを有している。且つその構 成は周知の技術にはないものであり、実用新案登録の要件に符合する。なお、本 考案に基づきなしうる細部の修飾或いは改変であって本考案と同じ効果を発生す る技術的事項はいずれも本考案の請求範囲に属するものとする。In summary, the columnar building construction system device of the present invention can be constructed easily and quickly, and can improve the overall safety, effectively reduce construction costs and costs, and are extremely industrial It has high utility value and high cost performance. In addition, the configuration is not in the well-known technology and conforms to the requirements for utility model registration. It should be noted that any technical matter that is the modification or modification of details that can be made based on the present invention and that produces the same effect as the present invention belongs to the claims of the present invention.

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

【図1】本考案の施工システム装置の全体構造表示図で
ある。
FIG. 1 is an overall structural view of the construction system apparatus of the present invention.

【図2】本考案の施工システム装置の連続施工状態表示
図である。
FIG. 2 is a view showing a continuous construction state of the construction system device of the present invention.

【図3】本考案の施工システム装置の連続施工状態表示
図である。
FIG. 3 is a view showing a continuous construction state of the construction system apparatus of the present invention.

【図4】本考案の施工システム装置の連続施工状態表示
図である。
FIG. 4 is a view showing a continuous construction state of the construction system device of the present invention.

【図5】本考案の施工システム装置の連続施工状態表示
図である。
FIG. 5 is a view showing a continuous construction state of the construction system device of the present invention.

【図6】本考案のコンクリート打ち込み後の型板取外し
動作の平面断面図である。
FIG. 6 is a plan cross-sectional view of the template removing operation after concrete is poured according to the present invention.

【図7】本考案の補助作業タワーの実施例状態表示図で
ある。
FIG. 7 is a view showing a state of an embodiment of the auxiliary work tower according to the present invention;

【符号の説明】[Explanation of symbols]

A 施工装置 10 フレーム体 11 作業平台 12 踏板 20 昇降機構 21 油圧シリンダ 211 油圧ロッド 30 案内スライド機構 31 案内輪 40 支持機構 41 サポートフレーム 42 支持ブロック 50 型板装置 51 型板 511 止め溝 512 ボルト孔 513 ボルト B 補助作業タワー 60 桁架構造 61 主枠架 62 強化枠架 63 エレベータ 64 支持ロッド 65 固定横梁 70 吊掛装置 71 可動フレーム体 711 案内輪 712 枢接シート 72 リール 721 ケーブル 73 サスペンションアーム 74 フック 75 プーリ装置 76 リール 761 ケーブル 80 建築物 81 嵌止め溝 DESCRIPTION OF SYMBOLS A Construction apparatus 10 Frame body 11 Working flat stand 12 Tread plate 20 Elevating mechanism 21 Hydraulic cylinder 211 Hydraulic rod 30 Guide slide mechanism 31 Guide wheel 40 Support mechanism 41 Support frame 42 Support block 50 Die plate device 51 Template plate 511 Stop groove 512 Bolt hole 513 Bolt B Auxiliary work tower 60 Girder frame structure 61 Main frame frame 62 Reinforced frame frame 63 Elevator 64 Support rod 65 Fixed horizontal beam 70 Hanging device 71 Movable frame 711 Guide wheel 712 Pivot seat 72 Reel 721 Cable 73 Suspension arm 74 Hook 75 Pulley Device 76 Reel 761 Cable 80 Building 81 Fitting groove

Claims (4)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】 施工装置とされ、建築物の四周にあって
鋼材を相互に畳重させ接合してなる矩形のフレーム体を
具え、該フレーム体の中段両側に一つの作業平台が凸設
され、上下の適宜部分のフレーム体内に踏み板構造が設
けられ、フレーム体の上端に接合された吊梁部分に数個
の油圧シリンダを具えた昇降機構が取り付けられ、且つ
フレーム体の四周底端及び中段の適宜位置にそれぞれ内
向きに案内輪が凸設され、フレーム体の四周の内側の適
宜位置に複数の支持ブロックを具えた支持フレームが凸
設され、別のフレーム体内部の四周の上部の横梁にそれ
ぞれ一つの型板が吊掛されて一つの型板装置が形成さ
れ、且つ各型板の両側縁が相互に螺子止め可能とされ
た、上記施工装置と、 補助作業タワーとされ、上述の施工装置の近隣部分に設
置され並びに四つの主枠架及び該主枠架間にあって上向
きに交叉するよう組み合わされ重ね置かれた強化フレー
ムの形成する桁架構造を具え、該桁架構造の内部に一つ
のエレベータが組み合わされ、並びに桁架構造に吊掛装
置が組み合わされ、該吊掛装置が桁架構造の外枠部分に
組み合わされる可動フレームを具え、該可動フレームの
四隅の側縁部分に桁架構造の主枠架に対してスライドす
る複数の案内輪が設けられ、且つ可動フレームの一側の
上端の適宜部分に一つのリールが架設され、同側の底端
に一つの枢接シートが連接され、枢接シートにサスペン
ションアームが枢接され、該サスペンションアームの別
端に一つのプーリが設けられ、該リールに掛けられたケ
ーブルがサスペンションアームのプーリを透過して一つ
のフックに連接され、別に桁架構造の上端に一つのプー
リ装置が組み合わされ、地面に架設されたリールに掛け
られたケーブルがプーリ装置を経由して可動フレームの
一側の横梁に連結された、上記補助作業タワーと、を具
え、建築物の快速安全施工に利用されることを特徴とす
る、柱状建築物施工システム装置。
1. A construction apparatus, comprising a rectangular frame body formed by folding and joining steel materials to each other on four sides of a building, and one work flat stand protruding from both sides of a middle stage of the frame body. A tread plate structure is provided in the frame body of the upper and lower appropriate parts, a lifting mechanism equipped with several hydraulic cylinders is attached to the suspension beam part joined to the upper end of the frame body, and the four round bottom end of the frame body and the middle stage Guide wheels are provided inwardly at appropriate positions, and a support frame having a plurality of support blocks is provided at appropriate positions inside the four circumferences of the frame body, and a horizontal beam at the top of four circumferences inside another frame body. The above-mentioned construction device, and an auxiliary work tower, in which one template is suspended from each other to form one template device, and both side edges of each template can be screwed to each other, Installed near the construction equipment And a girder structure formed by four main frame frames and a reinforcing frame that is combined and overlapped with the main frame frames so as to intersect upwardly, and one elevator is combined inside the girder structure; A hanging device is combined with the structure, the hanging device includes a movable frame combined with an outer frame portion of the girder structure, and a plurality of slideable sides of the movable frame at four side edges with respect to the main frame of the girder structure. And a reel is erected on an appropriate portion of the upper end of one side of the movable frame, one pivot seat is connected to the bottom end of the movable frame, and a suspension arm is pivotally connected to the pivot seat. A pulley is provided at another end of the suspension arm, and a cable hung on the reel is connected to one hook through the pulley of the suspension arm. A separate pulley device is combined with the upper end of the girder structure separately, and the cable hanging on the reel erected on the ground is connected to the cross beam on one side of the movable frame via the pulley device, A columnar building construction system device, characterized by being used for rapid and safe construction of buildings.
【請求項2】 前記フレーム体の鋼材はU型、L型或い
はH型鋼の断面構造形態とされることを特徴とする、請
求項1に記載の柱状建築物施工システム装置。
2. The columnar building construction system apparatus according to claim 1, wherein the steel material of the frame body has a sectional structure of U-shaped, L-shaped or H-shaped steel.
【請求項3】 前記型板の両側縁にそれぞれ複数の止め
溝と複数のボルト孔が設けられ、各一つのボルト孔部分
に一つのボルトが穿設されて隣接する型板の螺子止めに
供されることを特徴とする、請求項1に記載の柱状建築
物施工システム装置。
3. A plurality of locking grooves and a plurality of bolt holes are respectively provided on both side edges of the template, and one bolt is drilled in each bolt hole portion for screwing an adjacent template. The columnar building construction system device according to claim 1, wherein:
【請求項4】 前記補助作業タワーと底層がすでに完成
した建築物壁面或いは施工装置間に固定横梁の構造が固
定されて、補助作業タワーの平穏な状態が維持される
か、或いは施工装置との間の通路が形成されることを特
徴とする、請求項1に記載の柱状建築物施工システム装
置。
4. The structure of a fixed cross beam is fixed between the auxiliary work tower and a building wall or a construction device whose floor has already been completed, so that the auxiliary work tower can be maintained in a calm state or can be connected to the construction device. The columnar building construction system device according to claim 1, wherein a passage is formed therebetween.
JP2000004869U 2000-07-11 2000-07-11 Pillar building construction system equipment Expired - Fee Related JP3074765U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000004869U JP3074765U (en) 2000-07-11 2000-07-11 Pillar building construction system equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000004869U JP3074765U (en) 2000-07-11 2000-07-11 Pillar building construction system equipment

Publications (1)

Publication Number Publication Date
JP3074765U true JP3074765U (en) 2001-01-26

Family

ID=43207915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000004869U Expired - Fee Related JP3074765U (en) 2000-07-11 2000-07-11 Pillar building construction system equipment

Country Status (1)

Country Link
JP (1) JP3074765U (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906994A (en) * 2017-03-08 2017-06-30 上海建工集团股份有限公司 Saddle climbing type Work platform system and its construction method with lossless wall-attaching equipment
CN109879179A (en) * 2019-01-25 2019-06-14 中亿丰建设集团股份有限公司 A kind of assembling type steel structure tower crane platform
KR102309914B1 (en) * 2021-03-02 2021-10-07 경북대학교 산학협력단 Autonomous Rammed Earth Wall Construction and Self Climbing Equipment
CN114232481A (en) * 2021-11-25 2022-03-25 中交路桥华南工程有限公司 Beam section sliding track system
KR102394604B1 (en) * 2021-09-14 2022-05-06 경북대학교 산학협력단 Automatic column construction equipment
CN114474327A (en) * 2022-02-16 2022-05-13 中铁上海工程局集团有限公司 Automatic cleaning device for internal mold of assembled pier column
CN114562096A (en) * 2022-03-18 2022-05-31 四川华远建设工程有限公司 Semi-self-supporting type steel supporting platform with high-altitude large-cantilever steel reinforced concrete structure
CN114809581A (en) * 2022-05-23 2022-07-29 中建七局第二建筑有限公司 Supporting structure of building scaffold
CN115012308A (en) * 2022-04-19 2022-09-06 胡国栋 High-speed railway bridge construction platform
CN115949218A (en) * 2023-02-13 2023-04-11 武汉建工集团股份有限公司 Extended multifunctional integrated construction aerial building platform and construction method thereof
CN117432172A (en) * 2023-12-19 2024-01-23 中建三局(福建)投资建设有限公司 House building construction operation platform and working method thereof

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106906994B (en) * 2017-03-08 2023-10-24 上海建工集团股份有限公司 Guide frame climbing type working platform system with nondestructive wall attachment device and construction method thereof
CN106906994A (en) * 2017-03-08 2017-06-30 上海建工集团股份有限公司 Saddle climbing type Work platform system and its construction method with lossless wall-attaching equipment
CN109879179A (en) * 2019-01-25 2019-06-14 中亿丰建设集团股份有限公司 A kind of assembling type steel structure tower crane platform
CN109879179B (en) * 2019-01-25 2024-03-26 中亿丰建设集团股份有限公司 Assembled steel construction tower crane platform
KR102309914B1 (en) * 2021-03-02 2021-10-07 경북대학교 산학협력단 Autonomous Rammed Earth Wall Construction and Self Climbing Equipment
KR102394604B1 (en) * 2021-09-14 2022-05-06 경북대학교 산학협력단 Automatic column construction equipment
CN114232481B (en) * 2021-11-25 2023-10-20 中交路桥华南工程有限公司 Beam Duan Huayi track system
CN114232481A (en) * 2021-11-25 2022-03-25 中交路桥华南工程有限公司 Beam section sliding track system
CN114474327A (en) * 2022-02-16 2022-05-13 中铁上海工程局集团有限公司 Automatic cleaning device for internal mold of assembled pier column
CN114562096A (en) * 2022-03-18 2022-05-31 四川华远建设工程有限公司 Semi-self-supporting type steel supporting platform with high-altitude large-cantilever steel reinforced concrete structure
CN114562096B (en) * 2022-03-18 2023-12-05 四川华远建设工程有限公司 Semi-self-supporting type high-altitude large cantilever steel reinforced concrete structure steel support platform
CN115012308A (en) * 2022-04-19 2022-09-06 胡国栋 High-speed railway bridge construction platform
CN114809581A (en) * 2022-05-23 2022-07-29 中建七局第二建筑有限公司 Supporting structure of building scaffold
CN114809581B (en) * 2022-05-23 2023-11-07 中建七局第二建筑有限公司 Support structure of building scaffold
CN115949218A (en) * 2023-02-13 2023-04-11 武汉建工集团股份有限公司 Extended multifunctional integrated construction aerial building platform and construction method thereof
CN115949218B (en) * 2023-02-13 2023-09-22 武汉建工集团股份有限公司 Expansion type multifunctional integrated construction aerial building platform and construction method thereof
CN117432172A (en) * 2023-12-19 2024-01-23 中建三局(福建)投资建设有限公司 House building construction operation platform and working method thereof
CN117432172B (en) * 2023-12-19 2024-03-08 中建三局(福建)投资建设有限公司 House building construction operation platform and working method thereof

Similar Documents

Publication Publication Date Title
US20210198908A1 (en) Construction building equipment and construction method thereof
JP3074765U (en) Pillar building construction system equipment
CN206233546U (en) A kind of elevator hoistways workbench
KR101364198B1 (en) Variable scaffold for vuilding outer wall construction
CN213836318U (en) Bridge floor wet joint hangs mould structure
CN202064281U (en) Slip form frame
CN109944164B (en) Self-elevating hollow thin-wall pier roller die system and construction method thereof
JPH09317183A (en) Construction method of building
CN205955165U (en) Elevator shaft operation platform
CN215210543U (en) Lifting operation platform
CN211257761U (en) Lifting type elevator shaft operating platform
JP5356091B2 (en) Crane girder exchanging method and crane girder exchanging apparatus
CN209227391U (en) Self-propelled bridge-collision-avoidance wall form trolley
CN210507161U (en) Novel outer hanging anticollision barrier construction dolly
CN203924652U (en) The operation platform of periphery shear wall between a kind of precast stair
CN2434378Y (en) Creeping formwork construction appts for column shape building
CN107700854B (en) Steel plate wall sliding installation device and installation method for super high-rise core tube
CN217299872U (en) Shaft hydraulic comprehensive distribution platform
CN211714541U (en) Special handling frame for installing shear wall template in elevator shaft
CN212836618U (en) A integral operation platform in capital for prefabricated stand concrete placement
CN213087392U (en) Elevator shaft lifting type construction steel platform
JPH09137506A (en) Construction method of building
CN214605199U (en) Auxiliary device for punching high beam plate
CN115613477B (en) Main girder cantilever trackless triangular hanging basket and construction method
CN219081025U (en) Self-climbing type material distribution equipment

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees