JPH01284666A - Assembling of beam framework - Google Patents

Assembling of beam framework

Info

Publication number
JPH01284666A
JPH01284666A JP11346688A JP11346688A JPH01284666A JP H01284666 A JPH01284666 A JP H01284666A JP 11346688 A JP11346688 A JP 11346688A JP 11346688 A JP11346688 A JP 11346688A JP H01284666 A JPH01284666 A JP H01284666A
Authority
JP
Japan
Prior art keywords
pipe
metal
formwork
vertical pipe
tube
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.)
Pending
Application number
JP11346688A
Other languages
Japanese (ja)
Inventor
Takeshi Miyazaki
猛 宮崎
Kazuo Sato
一夫 佐藤
Takeshi Masuma
増間 剛
Tsukumo Kuramoto
倉本 九十九
Takeshi Mita
三田 健
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.)
Tokyu Construction Co Ltd
Original Assignee
Tokyu Construction Co Ltd
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 Tokyu Construction Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP11346688A priority Critical patent/JPH01284666A/en
Publication of JPH01284666A publication Critical patent/JPH01284666A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate assembling and removal by connecting a pipe tube hooked on the end of a slab at one end and a through tube fixed on the outside of a separator penetrating a beam with a vertical pipe and supporting a beam side framework with the vertical pipe. CONSTITUTION:A timbering device is constituted of a vertical pipe 1, a heat metal 2 fitted at the upper end, and a skirt metal 3 fitted at the lower section. The metal 2 is fixed on the lower face of a slab 42 with a nail, a mold framework is formed with a side framework 4 and a bottom framework 41. Only a separator 5 on the lowest stage is assembled, the metal 3 is fitted to the fixing metal 51 of the separator 5. The vertical pipe 1 is penetrated through the penetrating tube 31 of the metal 3 and inserted into the fixing tube 21 of the metal 2. The pipe 1 is screwed, the frame 4 is held by the pipe 1 from the side via a cleat pipe 53. The assembling and removal of a beam framework can be facilitated.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は梁型枠の組み立て方法に関するものである。[Detailed description of the invention] <Industrial application field> The present invention relates to a method for assembling beam formwork.

〈従来の技術〉 梁のコンクリートを打設するには、一般に第7図に示す
ような方法が採用されている。
<Prior Art> In order to place concrete for beams, a method as shown in Fig. 7 is generally adopted.

すなわち、セパレータbによって、対向する各型枠a、
aを貫通させ、セパレータbの両端を型枠a、aの外面
に設置した水平パイプCに座金とナツトを介して締め付
け、型枠aXaの対向距離を一定に保持する構造である
That is, each formwork a facing each other by a separator b,
A is passed through the separator b, and both ends of the separator b are tightened to formworks a and horizontal pipes C installed on the outer surface of a through washers and nuts, and the opposing distance between the formworks aXa is maintained constant.

〈本発明が解決しようとする問題点〉 前記した従来の型枠の枠組み技術にはつぎのような問題
がある。
<Problems to be Solved by the Present Invention> The conventional formwork framework techniques described above have the following problems.

〈イ〉梁の高さが高くなるほどセパレータbやホームタ
イの設置数が増し、その取り付は取り外しに多大の時間
と労力を要し不経済である。
<A> As the height of the beam increases, the number of separators b and home ties installed increases, and their installation and removal requires a great deal of time and effort, making it uneconomical.

横断していると梁鉄筋を設置てきないから、型枠aの最
下段を除いてすべてのセパレータしゃホームタイを取り
外した状態で梁鉄筋を落とし込み、その後中間のセパレ
ータbやホームタイを設置している。
Since beam reinforcing bars cannot be installed if they are crossed, remove all separators and home ties except for the bottom of formwork A, then drop in the beam reinforcing bars, and then install intermediate separators B and home ties. There is.

しかし、この中間のセパレータbなどを設置する作業は
、少なくとも二人の作業員が合図をしながら梁鉄筋の間
をぬって型枠aXa間に挿入しなければならず、多(の
手数と時間を要する。
However, the work of installing the intermediate separator b, etc. requires at least two workers to pass between the beam reinforcing bars and insert it between the formwork aXa while giving signals, which takes a lot of time and effort. It takes.

〈ハ〉梁をSRC構造(鉄骨鉄筋構造〉とする場合、予
め設置する梁鉄骨dにセパレータ貫通用の穴eを設けて
おく必要がある。
<C> When the beam has an SRC structure (steel reinforced steel structure), it is necessary to provide a hole e for penetrating the separator in the beam steel frame d to be installed in advance.

そのためこの貫通用の穴eの開設位置の検討や開孔作業
を必要とする。
Therefore, it is necessary to consider the position of the through-hole e and to perform drilling work.

〈二〉セパレータbを用いないで型枠aXaのはらみ出
しを拘束するためには種々の器具が提案されている。
<2> Various devices have been proposed for restraining the protrusion of the formwork aXa without using the separator b.

しかし、この種の拘束器具を用いて施工する場合、拘束
器具の構成部品点数が多いため組立や解体に手間取り、
しかも振動を受けると緩み易いという問題がある。
However, when constructing using this type of restraint device, it takes time to assemble and disassemble the restraint device due to the large number of component parts.
Moreover, there is a problem in that it tends to loosen when subjected to vibration.

さらにまた拘束器具の価格が高いので施工コストが高く
なるという欠点もある。
Furthermore, the high price of the restraint device also has the disadvantage of increasing construction costs.

く本発明の目的〉 本発明は以上の問題点を解決するためになされたちのて
、つぎのような梁型枠の支保方法を提供することを目的
とする。
OBJECTS OF THE INVENTION The present invention was made in order to solve the above problems, and an object of the present invention is to provide the following method for supporting beam formwork.

〈イ〉セパレータやホームタイ等の設置数を大幅に減ら
すことができる、梁型枠の組み立て方法〈口〉型枠への
組み付けおよび撤去が容易な梁型枠の組み立て方法 〈ハ〉型枠の寸法が異なっても容易に対応できる、梁型
枠の組み立て方法 く本発明の構成〉 以下、図面を参照しながら本発明の方法の一実施例につ
いて説明する。
<A> A method of assembling beam formwork that can significantly reduce the number of separators, home ties, etc. to be installed. Structure of the Present Invention: Assembling Method of Beam Formwork That Can Easily Respond to Different Dimensions> Hereinafter, an embodiment of the method of the present invention will be described with reference to the drawings.

〈イ〉組み立て方法に使用する装置 本発明の組み立て方法では第1図に示す支保装置を使用
する。
<A> Device used in the assembly method In the assembly method of the present invention, a support device shown in FIG. 1 is used.

すなわち、支保装置は、縦パイプ1と、その上端に取り
付ける頭部金具2と、縦パイプ1の下方に取り付ける裾
金具3とによって構成する。
That is, the support device is composed of a vertical pipe 1, a head metal fitting 2 attached to the upper end of the vertical pipe 1, and a skirt metal fitting 3 attached to the lower part of the vertical pipe 1.

〈口〉縦パイプ 縦パイプ1は公知の金属製のパイプを利用することがで
きる。
<Exposure> Vertical pipe As the vertical pipe 1, a known metal pipe can be used.

したがってその断面形状は丸型でも、角型でも利用が可
能である。
Therefore, its cross-sectional shape can be either round or square.

〈ハ〉頭部金具 頭部金具2は、パイプ固定筒21と、そのパイプ固定筒
21の上端に直交方向に取り付けたひさし板22とより
構成する。
<C> Head metal fitting The head metal fitting 2 is composed of a pipe fixing tube 21 and an eave plate 22 attached to the upper end of the pipe fixing tube 21 in a direction perpendicular to the pipe fixing tube 21.

パイプ固定筒21は、縦パイプ1の外形に等しい内形を
有する短い筒体である。
The pipe fixing cylinder 21 is a short cylindrical body having an inner shape equal to the outer shape of the vertical pipe 1.

そしてパイプ固定筒21の側面にはねじ穴23を開孔し
て、縦パイプ1との固定に供する。
A screw hole 23 is drilled in the side surface of the pipe fixing cylinder 21 for fixing it to the vertical pipe 1.

一方、ひさし板22は、パイプ固定筒21の上面を被覆
し、さらに外側にひさし状に突設させた板体である。
On the other hand, the eaves plate 22 is a plate that covers the upper surface of the pipe fixing cylinder 21 and protrudes outward in the form of an eave.

すなわちパイプ固定筒21の上端はひさし板22によっ
て閉塞されている。
That is, the upper end of the pipe fixing cylinder 21 is closed by the eaves plate 22.

パイプ固定筒2」から外側に突設したひさし板22の長
さは、次の程度の長さに形成する。
The length of the eaves plate 22 protruding outward from the pipe fixing tube 2 is set to the following length.

[梁型枠を固定する水平パイプの外径]+[型枠の板厚
] そしてひさし板22の先端には型枠固定用の下向きフッ
ク24と、スラブ固定用の上向きフック25とを形成す
る。
[Outer diameter of the horizontal pipe that fixes the beam formwork] + [Thickness of the formwork] Then, a downward hook 24 for fixing the formwork and an upward hook 25 for fixing the slab are formed at the tip of the eave board 22. .

〈二〉裾金具 裾金具3は、パイプ貫通筒31と、その筒31に直交す
る方向に取り付けた棚板32とによって構成する。
<2> Hem metal fitting The hem metal fitting 3 is composed of a pipe penetrating tube 31 and a shelf board 32 attached in a direction perpendicular to the tube 31.

パイプ貫通筒31は、縦パイプ1の外形に等しい内形を
有する短い筒であり、上下とも貫通している。
The pipe penetration tube 31 is a short tube having an inner shape equal to the outer diameter of the vertical pipe 1, and passes through both the upper and lower sides.

そしてパイプ貫通筒31の側面には縦パイプを固定する
ためのねし孔33を開孔する。
A threaded hole 33 for fixing the vertical pipe is formed in the side surface of the pipe penetrating cylinder 31.

棚板32の長さは、次の程度の長さに形成する。The length of the shelf board 32 is formed to the following length.

[梁型枠を固定する水平パイプの外径]−[パイプ貫通
筒31の板厚] 棚板32の先端には、直交方向でかつ下向きに、当て板
34を形成する。
[Outer diameter of the horizontal pipe that fixes the beam formwork] - [Thickness of the pipe penetrating tube 31] A backing plate 34 is formed at the tip of the shelf board 32 in a perpendicular direction and facing downward.

この当て板34の中央には下方向からのスリット35を
開設する。
A slit 35 from below is opened in the center of this backing plate 34.

〈本発明の作用〉 次に前記した支保装置を用いてRC構造の梁を組み立て
る場合の組み立て方法について第2図以下において説明
する。
<Operation of the present invention> Next, an assembly method for assembling a beam of an RC structure using the above-mentioned supporting device will be described with reference to FIG. 2 and subsequent figures.

〈イ〉梁型枠の組み立て(第2図) 公知の側型枠4と、底型枠41を用いて、スラブ42に
接続して型枠組みを行う。
<A> Assembling the beam formwork (Fig. 2) Using the well-known side formwork 4 and the bottom formwork 41, the formwork is performed by connecting it to the slab 42.

この枠組みに際し、スラブ42の下面に、頭部金具2の
ひさし板22を釘で固定する。
During this framework, the eave plate 22 of the head fitting 2 is fixed to the lower surface of the slab 42 with nails.

このときに、ひさし板22先端の上向きフック25をス
ラブ42の端に、下向きフック24を側型枠4の内側に
係合する。
At this time, the upward hook 25 at the tip of the visor plate 22 is engaged with the end of the slab 42, and the downward hook 24 is engaged with the inside of the side formwork 4.

〈口〉セパレータの組み立て(第3図)最下段のセパレ
ータ5のみを公知の手段で組み立てる。
<Opening> Assembly of separators (Fig. 3) Only the lowermost separator 5 is assembled by known means.

このときにセパレータ5の固定金具51に、裾金具3を
取り付ける。
At this time, the hem fitting 3 is attached to the fixing fitting 51 of the separator 5.

取り付は方法は、当て板34のスリット35を、セパレ
ータ5外部のホームタイに係合しておこなう。
The attachment is carried out by engaging the slit 35 of the backing plate 34 with a home tie on the outside of the separator 5.

その結果、当て板34は、側型枠4外面と横パイプ52
との間に挟まれて確実に固定できる。
As a result, the backing plate 34 is connected to the outer surface of the side formwork 4 and the horizontal pipe 52.
It can be securely fixed by being sandwiched between the

〈ハ〉縦パイプの取り付け(第4.5図〉側型枠4の側
面に水平に、桟パイプ53を取り付ける。
<C> Attaching the vertical pipe (Fig. 4.5) Attach the crosspiece pipe 53 horizontally to the side surface of the side formwork 4.

一方、裾金具3のパイプ貫通筒31に、下方から縦パイ
プ1を貫通する。
On the other hand, the vertical pipe 1 is passed through the pipe penetration cylinder 31 of the hem fitting 3 from below.

そして縦パイプ1の上端を、頭部金具2のパイプ固定筒
21内に挿入する。
Then, the upper end of the vertical pipe 1 is inserted into the pipe fixing cylinder 21 of the head metal fitting 2.

その状態で縦パイプ1をねし止めすれば、縦パイプ1は
桟パイプ53を介して側型枠を側面から強固に保持する
ことになる。
If the vertical pipe 1 is screwed in this state, the vertical pipe 1 will firmly hold the side formwork from the side via the crosspiece pipe 53.

〈他の実施例〉 以上は角パイプを使用する場合について説明しだが、パ
イプ固定筒21、パイプ貫通筒31、および縦パイプ1
を円形断面に形成することも可能である。
<Other Examples> Although the case where a square pipe is used has been described above, the pipe fixing tube 21, the pipe penetrating tube 31, and the vertical pipe 1
It is also possible to form it with a circular cross section.

また第6図に示すように、裾金具3の貫通パイプ31の
一部に傾斜した縦溝36を突設しておき、この縦溝36
内にくさび37を打ち込むことによって固定する構成を
採用することも可能である。
Furthermore, as shown in FIG.
It is also possible to adopt a structure in which the fixing is performed by driving a wedge 37 inside.

〈本発明の効果〉 本発明は上記したようになるから、次のような効果を期
待することができる。
<Effects of the Present Invention> Since the present invention is as described above, the following effects can be expected.

〈イ〉梁型枠にコンクリートを打設した場合に、その圧
力はまず桟パイプ群を介して縦パイプに伝達される。
(a) When concrete is poured into the beam formwork, the pressure is first transmitted to the vertical pipes via the crosspiece pipe group.

ところが縦パイプの上端はスラブの端に係合しているの
で、外側に転倒することがない。
However, since the upper end of the vertical pipe is engaged with the end of the slab, it will not fall outward.

さらに縦パイプの下部は、最下段に設けたセパレータに
固定しであるのでコンクリート圧力による型枠のはらみ
出しを確実に防止できる。
Furthermore, since the lower part of the vertical pipe is fixed to the separator provided at the lowest stage, it is possible to reliably prevent the formwork from protruding due to concrete pressure.

〈口〉鉄骨コンクリート構造物を構築する場合に、従来
工法によれば、予め梁鉄骨に中間のセパータ貫通用の穴
を開設しておく必要があった。
<Exposure> When constructing a steel-framed concrete structure, according to conventional construction methods, it was necessary to drill holes in the beam steel in advance for penetrating intermediate separators.

しかし本発明の工法によれば縦パイプを用いることで最
下段以外の中間のセパレータを不要とすることができる
から、梁鉄骨にセパレータ貫通用の穴を開設する必要が
ない。
However, according to the construction method of the present invention, by using vertical pipes, it is possible to eliminate the need for intermediate separators other than the lowest stage, so there is no need to open holes for penetrating the separators in the beam steel frame.

〈ハ〉型枠内に鉄筋を落とし込んだ後に、中間のセパレ
ータ等を挿入する必要がないので、型枠の製作時間およ
び解体時間を大幅に短縮できる。
<C> Since there is no need to insert an intermediate separator etc. after dropping the reinforcing bars into the formwork, the manufacturing time and dismantling time of the formwork can be significantly shortened.

〈二〉縦パイプの全長に関係な(、裾金具によって梁の
高さに調整可能に構成しである。
(2) It is related to the total length of the vertical pipe (it is configured so that it can be adjusted to the height of the beam using the hem metal fittings).

したがって、梁の高さの寸法が異なる場合であっても容
易に対応できる。
Therefore, even if the height dimensions of the beams are different, it can be easily handled.

〈ホ〉縦パイプの上端のフックをスラブに係合し、下段
の当て板の面をホームタイに係合するだけの操作で組み
立てを完了できる。
<E> Assembly can be completed by simply engaging the hook at the upper end of the vertical pipe with the slab and engaging the surface of the lower backing plate with the home tie.

したがって梁型枠の組み立てや撤去が簡単に行える。Therefore, the beam formwork can be easily assembled and removed.

くべ〉梁用の型枠だけでなく、種々の用途の型枠に適用
でき、汎用性が広い。
It can be applied not only to formwork for beams, but also to formwork for a variety of other purposes, making it highly versatile.

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

第1図:本発明の方法に使用する支保装置の斜視図 第2〜5図:施工方法の説明図 第6図:他の実施例の説明図 第7図=従来技術の説明図 b′l Figure 1: Perspective view of the support device used in the method of the present invention Figures 2 to 5: Explanatory diagram of construction method Figure 6: Explanatory diagram of another embodiment Figure 7 = Explanatory diagram of conventional technology b'l

Claims (1)

【特許請求の範囲】[Claims] (1)スラブと接続して梁型枠を組み立てる方法におい
て、 スラブの端に一端を係止したパイプ固定筒と、梁を貫通
したセパレータの外部に固定した貫通筒を使用し、 貫通筒を貫通した縦パイプによって両筒を連結し、 この縦パイプによって梁側型枠を保持して行う、 梁型枠の組み立て方法
(1) In the method of assembling a beam formwork by connecting it to a slab, a pipe fixed tube with one end fixed to the end of the slab and a through tube fixed to the outside of a separator that penetrates the beam are used, and the pipe is passed through the through tube. A method of assembling beam formwork in which both cylinders are connected by a vertical pipe, and the beam side formwork is held by this vertical pipe.
JP11346688A 1988-05-12 1988-05-12 Assembling of beam framework Pending JPH01284666A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11346688A JPH01284666A (en) 1988-05-12 1988-05-12 Assembling of beam framework

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11346688A JPH01284666A (en) 1988-05-12 1988-05-12 Assembling of beam framework

Publications (1)

Publication Number Publication Date
JPH01284666A true JPH01284666A (en) 1989-11-15

Family

ID=14612961

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11346688A Pending JPH01284666A (en) 1988-05-12 1988-05-12 Assembling of beam framework

Country Status (1)

Country Link
JP (1) JPH01284666A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102220807A (en) * 2011-03-29 2011-10-19 惠玉清 Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5759549U (en) * 1980-09-25 1982-04-08

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5759549U (en) * 1980-09-25 1982-04-08

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102220807A (en) * 2011-03-29 2011-10-19 惠玉清 Supporting framework member used in frame construction beam construction of building, supporting framework and construction method using supporting framework

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