JPH0533489A - Self-climbing caisson die frame process, device therefor and device for parting caisson die frame - Google Patents
Self-climbing caisson die frame process, device therefor and device for parting caisson die frameInfo
- Publication number
- JPH0533489A JPH0533489A JP21137491A JP21137491A JPH0533489A JP H0533489 A JPH0533489 A JP H0533489A JP 21137491 A JP21137491 A JP 21137491A JP 21137491 A JP21137491 A JP 21137491A JP H0533489 A JPH0533489 A JP H0533489A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- caisson
- rack
- pinion
- fixed
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、コンクリートケーソ
ンを構築するために用いるセルフクライミングケーソン
型枠工法、及びその装置、さらにこれら工法や装置に用
いるためのケーソン型枠剥離装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a self-climbing caisson formwork method used for constructing a concrete caisson, an apparatus therefor, and a caisson form stripping device used for these methods and apparatuses.
【0002】[0002]
【従来の技術】従来コンクリートケーソンを構築するに
あたっては、まずケーソン型枠で四面を構成し、これを
一定間隔のもとに配置してケーソン型枠外側にコンクリ
ートを打設し、躯体乾燥後にこれらのケーソン型枠をク
レーンで吊り上げて、乾燥したコンクリート躯体側壁の
所定の位置でケーソン型枠を固定する。そして再びコン
クリートを打設して、以後同様な作業を繰り返すことに
よってコンクリートの層を最下層のものから順次形成し
ていき、コンクリート層を幾層にも積み重ねることによ
って、巨大なコンクリートケーソンを構築している。従
ってそのようにしてケーソン型枠を吊り上げて固定する
までの間、常にクレーンでケーソン型枠を吊下していな
ければならず、作業性、安全性の点で問題があった。2. Description of the Related Art Conventionally, when constructing a concrete caisson, the caisson formwork is first constructed on four sides, and the caisson formwork is placed at regular intervals, and concrete is placed on the outside of the caisson formwork. The caisson formwork of No. 1 is lifted by a crane, and the caisson formwork is fixed at a predetermined position on the side wall of the dried concrete skeleton. Then, concrete is poured again, and by repeating the same work thereafter, the concrete layers are sequentially formed from the lowest layer, and by stacking the concrete layers, a huge concrete caisson is constructed. ing. Therefore, until the caisson formwork is lifted and fixed in such a manner, the caisson formwork must always be hung by the crane, which causes problems in workability and safety.
【0003】この点、本願出願人が先に開示した「ケー
ソン型枠ストッパー工法及び自動ストッパー」(特開平
1−151617)によれば、ケーソン型枠をクレーン
で吊り上げていくと乾燥躯体の上端を通過した時点で、
自動的に所定の位置にケーソン型枠が係止されるので、
クレーンの吊下を解除しても以後の取付け作業が行な
え、効率よくかつ安全に型枠取付け作業ができるもので
あった。In this respect, according to the "Caisson Form Stopper Construction Method and Automatic Stopper" previously disclosed by the applicant of the present application (JP-A-1-151617), when the caisson formwork is lifted by a crane, the upper end of the dry frame is When it passes,
Because the caisson formwork is automatically locked in place,
Even if the crane was unsuspended, the subsequent mounting work could be performed, and the formwork mounting work could be carried out efficiently and safely.
【0004】[0004]
【発明が解決しようとする課題】しかしながら前出「ケ
ーソン型枠ストッパー工法及び自動ストッパー」によっ
ても依然として、ケーソン型枠の引き上げ自体はクレー
ンに拠っており、そのことに伴うクレーンの設置やクレ
ーンでの引き上げ作業自体に労力、費用がかかることは
否めない。また近年の人手不足を鑑みれば、作業にあた
ってはできるだけ省力化、省人化が望まれるところであ
る。However, even with the above-mentioned "Caisson formwork stopper construction method and automatic stopper", the raising itself of the caisson formwork still depends on the crane, and accordingly the installation of the crane and the crane It cannot be denied that the lifting work itself requires labor and cost. Further, in view of the shortage of manpower in recent years, it is desirable to save labor and labor as much as possible in the work.
【0005】[0005]
【課題を解決するための手段】この発明はそのような点
に鑑みてなされたものであり、クレーンを全く使用せず
にケーソン型枠の引き上げ固定作業が行なえるセルフク
ライミングケーソン型枠工法、装置、及びこれらに用い
るのに適したケーソン型枠剥離装置を提供して問題の解
決を図るものである。SUMMARY OF THE INVENTION The present invention has been made in view of such a point, and a self-climbing caisson formwork method and device capable of lifting and fixing the caisson formwork without using a crane at all. , And a caisson form stripping device suitable for use in these, to solve the problem.
【0006】まずこの発明では、請求項1において以下
の構成を有するセルフクライミングケーソン型枠工法を
提供する。即ち、コンクリートケーソン製作用の四面を
囲う型枠における各型枠隣接相互間で、隣合う一の型枠
の側端部付近にはラックを垂直方向に設け、隣合う他の
型枠の側端部付近には当該ラックと噛合する形状のピニ
オンを有するモータを設け、前記四面の型枠のうち、ま
ず対向する二面の型枠のコンクリート躯体への固定を解
除して、これらをコンクリート躯体から剥離させて内側
に移動させてピニオンをラックと噛合させ、モータを回
転させて当該二面の型枠を所定の高さまで上昇させて、
その後ピニオンとラックの噛合を解除して当該二面の型
枠をコンクリート躯体の所定の位置に固定し、次に残り
の二面の型枠の固定を解除して、これらをコンクリート
躯体から剥離させて内側に移動させてピニオンをラック
と噛合させ、モータを回転させて当該残りの二面の型枠
を所定の高さまで上昇させて、その後ピニオンとラック
の噛合を解除して当該二面の型枠をコンクリート躯体の
所定の位置に固定することを特徴とする、セルフクライ
ミングケーソン型枠工法である。First, the present invention provides a self-climbing caisson formwork method having the following structure in claim 1. That is, a rack is vertically provided near the side end of one adjacent formwork in a formwork that surrounds four sides for making concrete caisson, and the side ends of the other formworks that are adjacent to each other. A motor having a pinion having a shape that meshes with the rack is provided in the vicinity of the section, and among the four-sided formwork, first, the fixing of the two opposite-sided formwork to the concrete body is released, and these are removed from the concrete body. Peel it off and move it inward to engage the pinion with the rack and rotate the motor to raise the two-sided mold to a predetermined height,
After that, the meshing of the pinion and the rack is released and the two-sided formwork is fixed at a predetermined position on the concrete frame, then the remaining two-sided formwork is released, and these are separated from the concrete structure. And move the pinion inward to mesh with the rack, rotate the motor to raise the remaining two-sided mold to a predetermined height, and then release the meshing between the pinion and rack to remove the two-sided mold. It is a self-climbing caisson formwork method, characterized in that the frame is fixed at a predetermined position on the concrete frame.
【0007】次に請求項2では、上記セルフクライミン
グケーソン型枠工法を実施するためのセルフクライミン
グケーソン型枠装置として、コンクリートケーソン製作
用の四面を囲う各型枠の両側端部のハンチ型枠に、横断
面略コ字形の支柱を夫々垂直に設け、さらに隣接するハ
ンチ型枠相互間では支柱の開口部背面を相互に向け合う
ようにし、隣接するハンチ型枠相互間の各支柱のうち、
一の支柱にはその背面に長手方向に沿ってラックを固定
し、他の支柱の上方には、当該ラックと噛合する形状の
ピニオンを有するモータを固定し、2本のジャッキの伸
縮部に夫々車輪を設け、当該2の車輪は隣接するハンチ
型枠相互間の各支柱のうちいずれか一の支柱の側板を挾
んで対向するようにし、これら2本のジャッキを適宜の
取付け金具によって他の支柱に固定したことを特徴とす
る、セルフクライミングケーソン型枠装置を提案する。Next, in claim 2, as a self-climbing caisson formwork apparatus for carrying out the self-climbing caisson formwork construction method, haunch forms at both end portions of each formwork surrounding four surfaces for concrete caisson production are provided. , The cross-section substantially U-shaped struts are provided vertically, and between adjacent haunch forms, the opening back surfaces of the struts face each other, and among the struts between adjacent haunch forms,
A rack is fixed to the back of one of the columns along the longitudinal direction, a motor having a pinion having a shape that meshes with the rack is fixed above the other columns, and the expansion and contraction portions of the two jacks are respectively fixed. Wheels are provided so that the two wheels face each other by sandwiching the side plates of any one of the columns between the adjacent haunch forms, and these two jacks are attached to other columns by appropriate mounting hardware. We propose a self-climbing caisson formwork device, which is characterized by being fixed to.
【0008】さらに請求項3においては、これらセルフ
クライミングケーソン型枠工法や装置を実施する際に、
ケーソン型枠を効率よく剥離、移動させるために、2本
のジャッキを並列に固定し、これら2本のジャッキのう
ちの一のジャッキの伸縮部の先端には車輪を回転自在に
設け、他のジャッキの伸縮部には車輪支持金具を設け、
当該車輪支持金具に回転自在に支持される車輪を、前記
一のジャッキの伸縮部の車輪と対向するように構成した
ことを特徴とする、ケーソン型枠用剥離装置をも提供す
るものである。Further, in carrying out these self-climbing caisson formwork methods and devices,
In order to efficiently separate and move the caisson formwork, two jacks are fixed in parallel, and a wheel is rotatably provided at the tip of the expansion / contraction part of one of these two jacks, and Wheel support metal fittings are provided in the telescopic part of the jack,
A peeling device for caisson formwork is also provided, characterized in that a wheel rotatably supported by the wheel support fitting is configured to face a wheel of a telescopic portion of the one jack.
【0009】[0009]
【作用】請求項1に記載のセルフクライミングケーソン
型枠工法によれば、コンクリート躯体が乾燥した後に、
二面の型枠のコンクリート躯体への固定を解除して、こ
れらをコンクリート躯体から剥離させて内側に移動させ
てピニオンをラックと噛合させ、モータを回転させる
と、上昇反力を残りの二面の型枠が持つので、モータが
前記解除した型枠に固定されている場合には、モータご
と当該解除した型枠が上昇していき、モータが固定され
ている残りの二面の型枠に固定されている場合には、ラ
ックごと当該解除した型枠が上昇していく。また上昇中
バランスがくずれてもモータを適宜独立して作動させる
ことにより即座に調整ができる。このようにして、四面
のケーソン型枠を対向する2面の型枠ずつ2回に分けて
上昇固定させることができる。According to the self-climbing caisson formwork method of claim 1, after the concrete skeleton is dried,
Release the fixing of the two-sided formwork to the concrete skeleton, separate them from the concrete skeleton, move them inward, engage the pinion with the rack, and rotate the motor, the rising reaction force will remain on the other two sides. Since the mold has, the motor is fixed to the released mold, the released mold ascends together with the motor, and the remaining two-sided mold to which the motor is fixed If it is fixed, the released formwork goes up together with the rack. Further, even if the balance is lost during the ascent, the motor can be operated independently and adjusted immediately. In this way, the four-sided caisson formwork can be lifted and fixed in two steps with the two facing formwork forms each.
【0010】請求項2に記載のセルフクライミングケー
ソン型枠装置によれば、請求項1の方法を効果的に実施
できる。即ち、一の支柱が設けられている側の型枠を剥
離させる場合、他の支柱が設けられている側の型枠を固
定したままにしておき、2本のジャッキのうちの1本を
操作して、剥離させる型枠の支柱を手前に引き寄せれ
ば、反力は固定型枠に持たせられるから、一の支柱ごと
型枠は剥離し、内側に移動する。このときにピニオンが
ラックと噛合するようにしておけば、後は、モータを作
動するだけで型枠は上昇する。そして2本のジャッキの
伸縮部の車輪は、一の支柱の側板を挾んで対向している
ので、ジャッキ操作によって当該2つの車輪で該側板を
挾み込むようにすれば、上昇中これら車輪が該側板に当
接して回転するので、ガタつかずスムーズに型枠が上昇
する。次に残り2面の型枠を上昇させる場合には、2本
のジャッキのうちの1本を操作して既に上昇固定させた
型枠の支柱を押し出せば、ジャッキ自体は残り2面の型
枠の支柱に固定されており、かつ反力は当該上昇固定し
た型枠が担うので、残り2面の型枠が剥離して内側に移
動するのである。そしてモータのピニオンをラックに噛
合させてこれを回転させることにより、残り2面の型枠
は上昇する。According to the self-climbing caisson formwork apparatus of the second aspect, the method of the first aspect can be effectively implemented. That is, when peeling off the formwork on the side where one support is provided, leave the formwork on the side where the other support is provided and operate one of the two jacks. Then, if the pillar of the mold to be peeled is pulled toward you, the reaction force is imparted to the fixed mold, so that the mold is peeled off along with one pillar and moved to the inside. If the pinion is made to mesh with the rack at this time, the formwork is raised only by operating the motor. Since the wheels of the telescopic part of the two jacks face each other by sandwiching the side plate of the one strut, if the two wheels sandwich the side plate by the jack operation, these wheels will be in the process of rising. Since it rotates while contacting with the side plate, the mold can be smoothly raised without rattling. Next, when raising the formwork of the remaining two sides, one of the two jacks is operated to push out the support of the formwork that has already been raised and fixed, and the jack itself has the form of the remaining two sides. Since the mold is fixed to the support of the frame and the reaction force is carried by the mold that has been lifted and fixed, the molds of the remaining two surfaces are separated and moved inward. Then, by engaging the pinion of the motor with the rack and rotating it, the molds of the remaining two surfaces are raised.
【0011】請求項3のケーソン型枠用剥離装置によれ
ば、上記請求項2のジャッキ操作において、同一側から
の伸縮で一の支柱を引き寄せたり、押し出したりするこ
とができる。According to the peeling device for caisson formwork of the third aspect, in the jacking operation of the second aspect, it is possible to pull in or push out one of the columns by expansion and contraction from the same side.
【0012】[0012]
【実施例】以下、この発明の1実施例を図について説明
する。図1は施工中の平面の状態を示しており、1は前
回打設されて既に乾燥しているコンクリート躯体、2は
先に上昇させるA型枠である(なおケーソン型枠は平面
が方形となるように設置されるが、A型枠2の対面に位
置しているA'型枠の図示は省略している)。3はA型
枠2及びA'型枠の引き上げ並びにその固定が完了した
後に上昇させるB型枠、4は同じくB’型枠である。こ
れら各型枠は図2に示したように、夫々長方形の型枠材
を横長にしてこれを縦に複数継ぎ足して構成され、さら
に各型枠両側のコーナー部分にはそれに応じて適宜折曲
した形状を有するコーナー専用のハンチ型枠材5、6が
夫々固着されている。また隣接する各ハンチ型枠5、6
相互間の隙間には、平面台形の抜き型枠7が夫々挿入さ
れている。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. Figure 1 shows the state of the plane during construction, 1 is the concrete frame that was previously cast and has already dried, and 2 is the A form that is raised first (the caisson form has a square plane). However, the illustration of the A ′ formwork located on the opposite side of the A formwork 2 is omitted). Reference numeral 3 is a B formwork which is lifted after the A formwork 2 and the A ′ formwork are lifted and fixed, and 4 is also a B ′ formwork. As shown in FIG. 2, each of these molds is formed by horizontally extending a rectangular mold material, and vertically connecting a plurality of the mold materials. Further, the corner portions on both sides of each mold are appropriately bent. The haunch form members 5 and 6 for the corners having a shape are respectively fixed. Also, adjacent haunch forms 5, 6
Plane trapezoidal punching frames 7 are inserted into the spaces between them.
【0013】各型枠は図1乃至図4に示したように垂直
方向に設置される型枠支持材8及び、横端太材と呼ばれ
る水平方向に渡される型枠支持材9によって支持され
て、ケーソン型枠を構成している。各型枠支持材8の上
下端には、当該各端部を結んで通し材10、11が夫々
水平に固着されており、これら各通し材10、11はそ
の両端部が先端角度45度になるように夫々斜めに成形
されている。そして各ハンチ型枠5、6には、これら各
通し材10、11の各端部の上下斜辺間に沿って、断面
略コ字形の支柱12、13がその開口部背面を相互に向
け合って型枠支持材8と平行に固着されている。即ち、
A型枠2及びA'型枠のハンチ型枠5、6には支柱12
が、B型枠3及びB’型枠4のハンチ型枠5、6には支
柱13が、夫々その側板を各ハンチ型枠5、6の内側面
に密着させるようにして固定されている。なお図2及び
図4に示したように、型枠支持材8の上方、下方には夫
々足場取付材14によって足場15が水平に渡って取付
けられている。As shown in FIGS. 1 to 4, each formwork is supported by a formwork support member 8 installed in a vertical direction and a formwork support member 9 which is called a horizontal end thick member and is horizontally passed. , Forming the caisson formwork. Through members 10, 11 are horizontally fixed to the upper and lower ends of each form supporting member 8 by connecting the respective end parts, and both end parts of these through members 10, 11 have a tip angle of 45 degrees. Each of them is diagonally formed. Then, in each of the haunch forms 5, 6, pillars 12, 13 having a substantially U-shaped cross section are arranged so that the rear surfaces of the openings thereof face each other along the upper and lower oblique sides of the respective ends of the threading members 10, 11. It is fixed in parallel with the form supporting member 8. That is,
Supports 12 for A form 2 and A'form haunch forms 5, 6
However, the pillars 13 are fixed to the haunch forms 5 and 6 of the B form 3 and the B ′ form 4 such that their side plates are in close contact with the inner surfaces of the haunch forms 5 and 6, respectively. As shown in FIGS. 2 and 4, scaffolds 15 are horizontally attached above and below the formwork support 8 by scaffolding attachments 14, respectively.
【0014】A型枠2及びその対面に位置するA'型枠
(図外)の各支柱12にはその背面長手方向に沿ってラ
ック16が夫々固定され、一方B型枠3及びB’型枠4
の各支柱13の側板には、ラック16と噛合するピニオ
ン17を有するモータ18が固定されている。このモー
タ18は減速機を内蔵しており、側板外方に適宜の取付
金具によって固定され、回転シャフト19は側板外方か
ら内部に向けて遊貫され、さらに支柱13の適宜箇所に
窓20が穿設されて当該窓20からピニオン17をラッ
ク16側へ突出させている。また各モータ18は2個一
組で同期回転自在に構成されている。即ち、B型枠3及
びB’型枠4におけるA型枠2側のモータ18、18は
夫々同期回転自在であり、またB型枠3及びB’型枠4
におけるA'型枠側のモータ18、18は夫々同期回転
自在である。もちろんこれら各4個のモータ18は独立
して作動させることもできるようになっている。A rack 16 is fixed to each of the columns 12 of the A form 2 and the A'form (not shown) located opposite to the A form 2 along the longitudinal direction of the rear surface thereof, while the B form 3 and the B'form are formed. Frame 4
A motor 18 having a pinion 17 that meshes with the rack 16 is fixed to the side plate of each column 13. The motor 18 has a built-in speed reducer, is fixed to the outside of the side plate by a suitable fitting, the rotary shaft 19 is loosely penetrated from the outside of the side plate toward the inside, and a window 20 is further provided at an appropriate place of the column 13. The pinion 17 is provided so as to project from the window 20 toward the rack 16 side. In addition, each motor 18 is configured so that two motors 18 can rotate synchronously. That is, the motors 18 and 18 on the A form 2 side of the B form 3 and the B ′ form 4 are synchronously rotatable, and the B form 3 and the B ′ form 4 are also rotatable.
The motors 18, 18 on the A ′ mold side in FIG. Of course, each of these four motors 18 can be operated independently.
【0015】このようにして取付けられているモータ1
8の上方には、図5に示したように引き寄せガイド車輪
21が支柱13に固定されている。この引き寄せガイド
車輪21は図6にその詳細を示したように、基本的に外
側ジャッキ22と内側ジャッキ23を略L形の固定金具
24に平行に固着し、この固定金具24が前出モータ1
8の上方で支柱13にボルト止めされている。外側ジャ
ッキ22の伸縮部25は、車輪26を回転自在に支持し
ている車輪支持材27を先端部側方に有し、内側ジャッ
キ23の伸縮部28の先端に支持されている車輪29と
車輪26は対向している。そしてこのような構成を有す
る引き寄せジャッキ車輪21を支柱13に固定するにあ
たっては、車輪26と車輪29とが支柱12の側板を両
者で挾み込むようにして固定する。The motor 1 mounted in this way
As shown in FIG. 5, a pulling guide wheel 21 is fixed to the column 13 above the column 8. As shown in detail in FIG. 6, the pulling guide wheel 21 basically fixes an outer jack 22 and an inner jack 23 in parallel to a substantially L-shaped fixing metal fitting 24, and the fixing metal fitting 24 makes the front motor 1 described above.
It is bolted to the column 13 above 8. The expansion / contraction part 25 of the outer jack 22 has a wheel support member 27 rotatably supporting the wheel 26 on the side of the front end portion thereof, and the wheel 29 and the wheel supported at the end of the expansion / contraction part 28 of the inner jack 23. 26 are facing each other. When the pulling jack wheel 21 having such a structure is fixed to the support column 13, the wheels 26 and 29 fix the side plates of the support column 12 by sandwiching them.
【0016】各型枠における両側の各型枠支持材8、8
の下方には、図3に示したように、下部ジャッキ車輪3
0が型枠支持材8、8間に渡って水平に固着されてい
る。この下部ジャッキ車輪30は、図7に示したよう
に、上下に渡した水平支持材31、32間の中央に、ジ
ャッキ33が固着され、その伸縮部34の先端に車輪3
5を回転自在に支持している構成を有している。そして
これら各下部ジャッキ車輪30の上方には、型枠受材3
6が型枠支持材8、8に渡って固定されている。Form support members 8, 8 on both sides of each form
As shown in FIG. 3, below the lower jack wheel 3
0 is fixed horizontally across the form supporting members 8, 8. As shown in FIG. 7, in the lower jack wheel 30, a jack 33 is fixed to the center between the horizontal support members 31 and 32 which are vertically arranged, and the wheel 3 is attached to the tip of the expansion / contraction portion 34.
5 is rotatably supported. And above each of these lower jack wheels 30, the form receiving material 3
6 is fixed across the form supporting members 8, 8.
【0017】本実施例は以上のように構成されており、
実際の施工手順を以下に述べると、まずA型枠2及び
A’型枠に対して締付固定されている全てのフォームタ
イを外し取ると共に、抜き型枠7も抜き取る。そして下
部ジャッキ車輪30を操作して、伸縮部34を伸長さ
せ、A型枠2及びA’型枠を乾燥コンクリート躯体1か
ら剥離する。剥離幅は約30mm程度とする。This embodiment is constructed as described above,
The actual construction procedure will be described below. First, all the form ties clamped and fixed to the A form 2 and the A ′ form are removed, and the extraction form 7 is also removed. Then, the lower jack wheel 30 is operated to extend the expanding / contracting portion 34, and the A form 2 and the A ′ form are separated from the dry concrete skeleton 1. The peeling width is about 30 mm.
【0018】次に図8の矢印で示したように、引き寄せ
ガイド車輪21のうちの外側ジャッキ22の伸縮部25
を縮め、依然としてコンクリート躯体1に固定されてい
るB型枠3、B’型枠4に反力を持たせてA型枠2及び
A’型枠を30mm程度剥離させて、図9に示したように
ピニオン17とラック16との噛み合わせを行なう。噛
み合わせが確認できれば、引き寄せガイド車輪21のう
ちの内側ジャッキ23の伸縮部28を伸ばして、外側ジ
ャッキ22の車輪27と内側ジャッキ23の車輪29と
で支柱12の側板を挾み込む。Next, as shown by the arrow in FIG. 8, the expansion / contraction portion 25 of the outer jack 22 of the pulling guide wheel 21.
, The B form 3 and the B'form 4 which are still fixed to the concrete frame 1 have a reaction force to separate the A form 2 and the A'form by about 30 mm, as shown in FIG. Thus, the pinion 17 and the rack 16 are engaged with each other. When the engagement is confirmed, the expansion / contraction portion 28 of the inner jack 23 of the pulling guide wheel 21 is extended, and the wheel 27 of the outer jack 22 and the wheel 29 of the inner jack 23 sandwich the side plate of the column 12.
【0019】その後、モータ18、18を作動させて同
期回転させれば、B型枠3及びB’型枠4はコンクリー
ト躯体1に固定されているので、これらB型枠3及び
B’型枠4に反力を持たせてA型枠2及びA’型枠は上
昇していく。もし上昇バランスがくずれた場合には、適
宜独立してモータ18を作動させて調整させればよい。
10cm程度上昇した時点でコンジョイントを取って、型
枠受材36を外し取り、再び上昇させ所定の位置で停止
させ、外し取った型枠受材36をコンクリート躯体1の
所定の位置に固定して、上昇させたA型枠2及びA’型
枠を支持させる。After that, when the motors 18 and 18 are operated to rotate synchronously, the B form 3 and the B'form 4 are fixed to the concrete frame 1. Therefore, the B form 3 and the B'form 3 are fixed. The A form 2 and the A'form are moved upward by giving 4 a reaction force. If the ascending balance is lost, the motor 18 may be operated independently for adjustment.
When it rises about 10 cm, remove the conjoint, remove the formwork receiving material 36, raise it again and stop at a predetermined position, and fix the removed formwork receiving material 36 to the predetermined position of the concrete frame 1. To support the raised A form 2 and A ′ form.
【0020】そして引き寄せガイド車輪21の各ジャッ
キを解放し、フォームタイを締めてA型枠2及びA’型
枠をコンクリート躯体1に密着させて固定し、また下部
ジャッキ車輪30を解放し、両端部の各型枠支持材8の
下段に位置するフォームタイを固定し、A型枠2及び
A’型枠の上昇、固定が完了する。Then, the respective jacks of the pulling guide wheel 21 are released, the form ties are tightened to fix the A form 2 and the A ′ form to the concrete frame 1 so as to be fixed, and the lower jack wheel 30 is released, and both ends are released. The form ties located at the lower stage of each mold support 8 of the section are fixed, and the ascending and fixing of the A form 2 and A ′ form are completed.
【0021】次にB型枠3及びB’型枠4の上昇、固定
を行なうのであるが、基本的な手順は上述のA型枠2及
びA’型枠と同様であって、今度は剥離、上昇のための
反力をA型枠2及びA’型枠に持たせる。そして剥離の
際の引き寄せガイド車輪21の操作については、図10
の矢印で示したように、内側ジャッキ23の伸縮部28
伸ばしてB型枠3及びB’型枠4を剥離させる。そして
図11に示したように、ラック16とピニオン17を噛
み合わせてモータ18を作動させれば、A型枠2及び
A’型枠がコンクリート躯体1に固定されているから、
これらに反力を持たせて、今度はB型枠3及びB’型枠
4がモータ18ごと上昇していくのである。Next, the B form 3 and the B'form 4 are lifted and fixed. The basic procedure is the same as that of the A form 2 and the A'forme described above, and this time the peeling is performed. , A form 2 and A'form are provided with a reaction force for ascending. For the operation of the pulling guide wheel 21 at the time of peeling, see FIG.
As indicated by the arrow in FIG.
The B form 3 and the B ′ form 4 are stretched and peeled off. Then, as shown in FIG. 11, when the rack 16 and the pinion 17 are engaged with each other and the motor 18 is operated, the A form 2 and the A ′ form are fixed to the concrete skeleton 1,
By giving them a reaction force, the B form 3 and the B ′ form 4 are moved up together with the motor 18 this time.
【0022】このようにして、A型枠2及びA’型枠の
上昇、固定、その後はB型枠3及びB’型枠4の上昇、
固定というように、四面の型枠を2回に分けて上昇、固
定させることによって全ての型枠の上昇が完了する。In this way, the A form 2 and the A'form are raised and fixed, and then the B form 3 and the B'form 4 are raised.
As in the case of fixing, the four-sided molds are lifted and fixed in two steps to complete the lifting of all the molds.
【0023】[0023]
【発明の効果】請求項1によれば、クレーンを全く使用
せずにケーソン型枠引き上げができる。従って従来のよ
うにクレーンを使っての作業と比較すれば、はるかに効
率がよく、人手も省ける。また対向する二面ずつ上昇さ
せるので、安定した引き上げが可能である。モータの回
転により上昇の微調整ができるので、作業性もよく、迅
速なケーソン型枠の引き上げ、固定作業ができるもので
ある。According to the first aspect of the present invention, the caisson formwork can be raised without using a crane at all. Therefore, it is far more efficient and labor-saving compared to the conventional work using a crane. Further, since the two surfaces facing each other are lifted, stable lifting is possible. Since the rise can be finely adjusted by rotating the motor, workability is good, and the caisson formwork can be quickly pulled up and fixed.
【0024】請求項2によれば、請求項1の方法を効果
的に実施でき、しかも上昇させる前段階の型枠の剥離、
内側移動がジャッキ操作だけで簡単にできる。また対向
する車輪が一の支柱を挾み込む構成であるから、型枠上
昇の際の一種のガイド車輪を構成し、ガタつかず安定し
た上昇が実現できるものである。According to the second aspect of the present invention, the method of the first aspect can be effectively carried out, and the mold is peeled off before the raising,
Inner movement can be easily done by just jacking. Further, since the wheels facing each other sandwich one strut, it is possible to form a kind of guide wheel for raising the form, and to achieve stable raising without rattling.
【0025】請求項3によれば、請求項2のジャッキ操
作において、同一側からの伸縮で一の支柱を引き寄せた
り、押し出したりすることができるので、スペース的に
みてコンパクトにできる。しかも全体としてみれば1個
の部材であって、固定型枠を交互に巧みに利用してこれ
に反力を持たせることにより、型枠の剥離をさせるもの
であるから、取付け固定箇所が対向するいずれか二面の
型枠側だけで済む。According to the third aspect of the present invention, in the jack operation of the second aspect, one strut can be pulled in or pushed out by expansion and contraction from the same side, so that the space can be made compact. Moreover, it is a single member as a whole, and since the fixed molds are alternately and skillfully utilized to give a reaction force to the molds, the molds are peeled off. Only one of the two mold faces is required.
【図1】この発明の実施例によってA型枠を上昇させて
いる様子を示す平面図である。FIG. 1 is a plan view showing a state where an A form is raised according to an embodiment of the present invention.
【図2】この発明の実施例によって上昇が完了してA型
枠をコンクリート躯体に固定した様子を示す側面の説明
図である。FIG. 2 is an explanatory side view showing a state in which the ascending is completed and the A form is fixed to the concrete skeleton according to the embodiment of the present invention.
【図3】この発明の実施例によって上昇が完了してA型
枠をコンクリート躯体に固定した様子を示す正面の説明
図である。FIG. 3 is a front explanatory view showing a state where the ascending is completed and the A form is fixed to the concrete skeleton according to the embodiment of the present invention.
【図4】この発明の実施例によるケーソン型枠の構成を
示す、ラック、モータ、引き寄せガイド車輪を除いた状
態の平面説明図である。FIG. 4 is a plan view showing a configuration of a caisson formwork according to an embodiment of the present invention, with a rack, a motor, and a pulling guide wheel removed.
【図5】この発明の実施例における型枠のラックとピニ
オンの噛合状態を示すハンチ型枠上部付近の正面図であ
る。FIG. 5 is a front view of the vicinity of the upper part of the haunch form, showing the meshing state of the rack and pinion of the form according to the embodiment of the present invention.
【図6】この発明の実施例における引き寄せガイド車輪
の平面図である。FIG. 6 is a plan view of the pulling guide wheel according to the embodiment of the present invention.
【図7】この発明の実施例における下部ジャッキ車輪の
平面図である。FIG. 7 is a plan view of the lower jack wheel according to the embodiment of the present invention.
【図8】この発明の実施例におけるA型枠を剥離してい
る状態を示すハンチ型枠付近一部断面平面図である。FIG. 8 is a partial cross-sectional plan view of the haunch form part showing a state where the A form part is peeled off in the embodiment of the present invention.
【図9】この発明の実施例によってA型枠を上昇させる
際のラックとピニオンの噛合状態を示すモータ付近の平
面断面図である。FIG. 9 is a plan cross-sectional view of the vicinity of the motor showing the meshing state of the rack and the pinion when raising the A form according to the embodiment of the present invention.
【図10】この発明の実施例におけるB型枠を剥離して
いる状態を示すハンチ型枠付近一部断面平面図である。FIG. 10 is a partial cross-sectional plan view of the vicinity of a haunch form showing a state where the B form is peeled off in the embodiment of the present invention.
【図11】この発明の実施例によってB型枠を上昇させ
る際のラックとピニオンの噛合状態を示すモータ付近の
平面断面図である。FIG. 11 is a plan cross-sectional view of the vicinity of the motor showing the engagement state of the rack and the pinion when the B form is raised according to the embodiment of the present invention.
1 コンクリート躯体 2 A型枠 3 B型枠 4 B’型枠 8 型枠支持材 12 支柱 13 支柱 16 ラック 17 ピニオン 18 モータ 21 引き寄せガイド車輪 22 外側ジャッキ 23 内側ジャッキ 25 伸縮部 26 車輪 28 伸縮部 29 車輪 30 下部ジャッキ車輪 33 ジャッキ 34 伸縮部 35 車輪 1 concrete frame 2 A formwork 3 B formwork 4 B'form 8 Formwork support material 12 props 13 props 16 racks 17 pinion 18 motor 21 Pulling guide wheel 22 Outer jack 23 Inner jack 25 Telescopic part 26 wheels 28 Telescopic part 29 wheels 30 lower jack wheels 33 jacks 34 Telescopic part 35 wheels
Claims (3)
型枠における各型枠隣接相互間で、隣合う一の型枠の側
端部付近にはラックを垂直方向に設け、隣合う他の型枠
の側端部付近には当該ラックと噛合する形状のピニオン
を有するモータを設け、前記四面の型枠のうち、まず対
向する二面の型枠のコンクリート躯体への固定を解除し
て、これらをコンクリート躯体から剥離させて内側に移
動させてピニオンをラックと噛合させ、モータを回転さ
せて当該二面の型枠を所定の高さまで上昇させて、その
後ピニオンとラックの噛合を解除して当該二面の型枠を
コンクリート躯体の所定の位置に固定し、次に残りの二
面の型枠の固定を解除して、これらをコンクリート躯体
から剥離させて内側に移動させてピニオンをラックと噛
合させ、モータを回転させて当該残りの二面の型枠を所
定の高さまで上昇させて、その後ピニオンとラックの噛
合を解除して当該二面の型枠をコンクリート躯体の所定
の位置に固定することを特徴とする、セルフクライミン
グケーソン型枠工法。1. A rack is vertically provided near each side edge of one adjacent formwork in a formwork surrounding four sides for making a concrete caisson, and another formwork adjacent to each other is provided. A motor having a pinion having a shape that meshes with the rack is provided near the side end of the, and among the four-sided formwork, first, the fixing of the facing two-sided formwork to the concrete frame is released, and these The pinion is separated from the concrete frame and moved inward to engage the pinion with the rack, the motor is rotated to raise the two-sided formwork to a predetermined height, and then the pinion and rack are disengaged from each other. Fix the surface formwork in place on the concrete skeleton, then unlock the remaining two-sided formwork, separate them from the concrete skeleton and move them inward to engage the pinion with the rack. , The motor Characterized in that the remaining two-sided formwork is raised to a predetermined height and then the pinion and the rack are disengaged to fix the two-sided formwork at a predetermined position of the concrete frame. A self-climbing caisson formwork method.
各型枠の両側端部のハンチ型枠に、横断面略コ字形の支
柱を夫々垂直に設け、さらに隣接するハンチ型枠相互間
では支柱の開口部背面を相互に向け合うようにし、隣接
するハンチ型枠相互間の各支柱のうち、一の支柱にはそ
の背面に長手方向に沿ってラックを固定し、他の支柱の
上方には、当該ラックと噛合する形状のピニオンを有す
るモータを固定し、2本のジャッキの伸縮部に夫々車輪
を設け、当該2つの車輪は隣接するハンチ型枠相互間の
各支柱のうちいずれか一の支柱の側板を挾んで対向する
ようにし、これら2本のジャッキを適宜の取付け金具に
よって他の支柱に固定したことを特徴とする、セルフク
ライミングケーソン型枠装置。2. A pillar having a substantially U-shaped cross section is vertically provided on the haunch formwork at both end portions of each formwork that encloses the four surfaces for producing a concrete caisson, and between the adjacent haunch forms is a pillar form. Make the back faces of the openings face each other, and among the columns between adjacent haunch forms, a rack is fixed to one column along the longitudinal direction on the back face, and above the other columns, A motor having a pinion having a shape that meshes with the rack is fixed, and wheels are respectively provided on the expansion and contraction portions of the two jacks, and the two wheels are any one of the columns between adjacent haunch forms. Self-climbing caisson formwork device, characterized in that the two side plates are sandwiched so as to face each other, and these two jacks are fixed to other columns by appropriate mounting hardware.
本のジャッキのうちの一のジャッキの伸縮部の先端には
車輪を回転自在に設け、他のジャッキの伸縮部には車輪
支持金具を設け、当該車輪支持金具に回転自在に支持さ
れる車輪を、前記一のジャッキの伸縮部の車輪と対向す
るように構成したことを特徴とする、ケーソン型枠用剥
離装置。3. Two jacks fixed in parallel,
A wheel is rotatably provided at the tip of the expansion / contraction part of one of the jacks of the book, a wheel support fitting is provided at the expansion / contraction part of the other jack, and a wheel rotatably supported by the wheel support fitting is provided. A peeling device for a caisson formwork, characterized in that it is arranged so as to face the wheel of the elastic portion of the one jack.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21137491A JPH0747888B2 (en) | 1991-07-30 | 1991-07-30 | Self-climbing caisson formwork method, its equipment, and caisson formwork peeling device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21137491A JPH0747888B2 (en) | 1991-07-30 | 1991-07-30 | Self-climbing caisson formwork method, its equipment, and caisson formwork peeling device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0533489A true JPH0533489A (en) | 1993-02-09 |
JPH0747888B2 JPH0747888B2 (en) | 1995-05-24 |
Family
ID=16604907
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21137491A Expired - Lifetime JPH0747888B2 (en) | 1991-07-30 | 1991-07-30 | Self-climbing caisson formwork method, its equipment, and caisson formwork peeling device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0747888B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7006357B2 (en) | 2002-01-08 | 2006-02-28 | Mitsumi Electric Co., Ltd. | Shielding case for electronic devices |
US20130248680A1 (en) * | 2012-03-22 | 2013-09-26 | L. Paul Fergeson | System and method for constructing modular concrete ducts |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100945426B1 (en) * | 2008-02-29 | 2010-03-05 | (주)영웅엔지니어링 | System for elevating forms for construction and method for constructing a plurality of walls of building simultaneously using the same |
-
1991
- 1991-07-30 JP JP21137491A patent/JPH0747888B2/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7006357B2 (en) | 2002-01-08 | 2006-02-28 | Mitsumi Electric Co., Ltd. | Shielding case for electronic devices |
US20130248680A1 (en) * | 2012-03-22 | 2013-09-26 | L. Paul Fergeson | System and method for constructing modular concrete ducts |
US9194096B2 (en) * | 2012-03-22 | 2015-11-24 | Southern Cast Products, Inc. | System and method for constructing modular concrete ducts |
Also Published As
Publication number | Publication date |
---|---|
JPH0747888B2 (en) | 1995-05-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111550041A (en) | Climbing formwork for penetrating plate | |
JPH06117094A (en) | Slide formwork device for execution of all weather type concrete column | |
JPH0533489A (en) | Self-climbing caisson die frame process, device therefor and device for parting caisson die frame | |
JPH102108A (en) | Method for constructing tower-shaped rc structure | |
US3798300A (en) | Method for producing cast three dimensional building components | |
JP2829363B2 (en) | Formwork equipment for pillar construction | |
JP3531111B2 (en) | Apparatus and method for constructing tower-like structure | |
JP3225456B2 (en) | How to build a building | |
JP2799793B2 (en) | Formwork equipment for retaining wall construction | |
JP2001193277A (en) | Construction method for structure having inside space, and climbing device | |
US5329742A (en) | Process for constructing a concrete building | |
JP2962121B2 (en) | Sliding form method | |
JPH055361A (en) | Multi-step placing and form device for concrete structure | |
JP3179814B2 (en) | Column and beam construction method and apparatus | |
JPH1144095A (en) | Automatic lift for construction, self-lifting type curing net and self-lifting type exterior scaffold | |
JPH01190877A (en) | Concrete column forming method | |
JP2001191320A (en) | FORM ARRANGEMENT FOR MANUFACTURING HOLLOW PCa MEMBER AND MANUFACTURING METHOD USING THE SAME | |
JPH046449Y2 (en) | ||
JP3185016B2 (en) | How to raise and lower structures | |
SU998699A1 (en) | Block form | |
JP3225455B2 (en) | How to build a building | |
SU1694822A1 (en) | Centering for concreting of floor of multistory building | |
JPH10169203A (en) | Erecting method for structure | |
JPS649169B2 (en) | ||
JPS6367375A (en) | Method for moving mold frame apparatus |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19951107 |