JPH09137536A - Form for placing concrete - Google Patents

Form for placing concrete

Info

Publication number
JPH09137536A
JPH09137536A JP31759095A JP31759095A JPH09137536A JP H09137536 A JPH09137536 A JP H09137536A JP 31759095 A JP31759095 A JP 31759095A JP 31759095 A JP31759095 A JP 31759095A JP H09137536 A JPH09137536 A JP H09137536A
Authority
JP
Japan
Prior art keywords
separator
panel
formwork
pin
receiver
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.)
Withdrawn
Application number
JP31759095A
Other languages
Japanese (ja)
Inventor
Noriyuki Okamura
則之 岡村
Tamotsu Kawai
保 河合
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.)
OKAMURA KASEI KK
Original Assignee
OKAMURA KASEI KK
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 OKAMURA KASEI KK filed Critical OKAMURA KASEI KK
Priority to JP31759095A priority Critical patent/JPH09137536A/en
Publication of JPH09137536A publication Critical patent/JPH09137536A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To adjust the length or the height of a form according to the size of a concrete structure, and enable wire netting and the like for protecting mortar to be nailed on the surface of the concrete structure. SOLUTION: This formwork for placing concrete is constituted of form panel 11 provided with panel connecting fitting constructions 12 on the opposed end faces of upper/lower and front/rear of a square panel made of foaming polystyrene, supporting members 21 made of hard synthetic resin in which separator receivers 23 of narrow tablet shape are projectingly provided on the back of belt plate-like base plates 22, and the separator receiver 23 is provided with a plurality of pin holes 24 on the extreme end part, and separators 31 having connecting pins 33 on both end parts of bridge parts of specified length. A plurality of the base plates of the supporting members are spacedly by a specified distance fixedly secured outside the form panels 11, the extreme end parts of the separator receivers 23 are projected inside the form panels 11, the form panels 11 are standingly provided spacedly by a specified distance so as to be right and left in opposite to each other, and the connecting pins of the separators are inserted into the pin holes of the separator receivers opposite to each other, so as to connect together the right and left form panels 11.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、コンクリート打設
用型枠に関し、更に詳しくは、型枠の形成が簡単で、且
つコンクリート硬化後に型枠を取り外す必要がなく、従
って能率が極めて高く、しかも断熱性、遮音性等に優れ
た構築物を提供するコンクリート打設用型枠に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete pouring formwork, and more particularly, it is easy to form the formwork and does not require removal of the formwork after the concrete is hardened. The present invention relates to a concrete pouring formwork that provides a structure excellent in heat insulation and sound insulation.

【0002】[0002]

【従来の技術】従来、この種の型枠は、木製パネルや金
属板からなっており、打設したコンクリートが硬化した
後は撤去されていた。また近年、発泡ポリスチレンを型
枠パネルとして用い、これに所定間隔で対向させ、セパ
レーターで予め一体化したものや、セパレーターを用い
て該パネルを連結して型枠を形成して、コンクリート硬
化後も型枠を撤去しない方法が提案又は実施されてい
る。
2. Description of the Related Art Conventionally, a mold of this type has been made of a wooden panel or a metal plate, and was removed after the placed concrete was hardened. Further, in recent years, expanded polystyrene is used as a formwork panel, which is opposed to it at a predetermined interval and is previously integrated with a separator, or a formwork is formed by connecting the panels using a separator, and after concrete hardening. A method that does not remove the formwork has been proposed or implemented.

【0003】[0003]

【発明が解決しようとする課題】しかし、前者の撤去タ
イプの型枠によれば、コンクリート硬化後の型枠撤去の
ために仕事量が増大し、工事費が嵩むという欠点があっ
た。また、コンクリート構築物の大きさに応じて型枠を
高くしたり、延長する時の作業が煩雑であるという欠点
があった。また、後者の非撤去タイプの型枠のうち、予
めパネルをセパレーターで組み立てた型枠を用いる方法
にあっては、保管や輸送に広大な場所や空間を占拠し、
保管や輸送効率が極めて悪いばかりでなく、その嵩張り
のため、取扱いが容易でないという問題を含んでいる。
一方、セパレーターでパネルを連結して型枠を形成して
ゆく方法は、上記組立タイプのような問題点はないもの
の、強度や寸法精度が不十分であり、コンクリート打設
の際の圧力に十分に耐えられなかったり、該圧力によっ
て寸法が狂ったり、また、ラス張りの際などに釘打ちが
できないという憾みがある。本発明は、従来の型枠を改
良して、このような問題点を取り除くことを目的とす
る。
However, according to the former removal type formwork, there is a drawback that the amount of work is increased due to the removal of the formwork after hardening of concrete and the construction cost is increased. Further, there is a drawback in that the work for raising or extending the formwork according to the size of the concrete structure is complicated. Also, among the latter non-removable formwork, in the method of using a formwork in which panels are assembled with a separator in advance, a vast space or space is occupied for storage and transportation,
Not only is the storage and transportation efficiency extremely poor, but it is also difficult to handle because of its bulkiness.
On the other hand, the method of connecting the panels with the separator to form the formwork does not have the problems of the above-mentioned assembly type, but the strength and dimensional accuracy are insufficient, and it is sufficient for the pressure when placing concrete. However, there are some regrets that the pressure cannot be used, the dimensions are changed by the pressure, and nailing cannot be performed when lathing. The present invention aims to improve the conventional formwork and eliminate such problems.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、第1の発明のコンクリート打設用型枠は、発泡ポリ
スチレン製方形パネルの上下及び前後の対向端面にパネ
ル接続用嵌合構造を設けてなる型枠パネルと、帯板状基
板の裏面に少なくとも1個の短冊状セパレーター受けを
突設し、該セパレーター受けの先端部にピン孔又は接続
ピンを設けてなる硬質合成樹脂製支持部材と、所定長さ
の横梁部の両端部に接続ピン又はピン孔を設けてなるセ
パレーターとから構成され、前記型枠パネルの外側に前
記支持部材の基板を所定間隔隔てて複数個固着するとと
もに、セパレーター受けの先端部を型枠パネルの内側に
突出せしめ、該型枠パネルを所定間隔隔てて左右に互い
対向するように立設し、前記セパレーターの接続ピン又
はピン孔と相対向するセパレーター受けのピン孔又は接
続ピンとを挿入して左右の型枠パネルを連結したもので
ある。前記セパレーターは、Z字形又はX字形に一体成
形され、各端部に4個の接続ピンを有するものとするの
が良い。
In order to achieve the above object, the concrete placing form of the first invention has a panel connecting fitting structure on the upper and lower and front and rear facing end faces of a polystyrene foam rectangular panel. A supporting member made of a hard synthetic resin, in which at least one strip-shaped separator receiver is projectingly provided on the back surface of the frame panel and the strip-shaped substrate, and a pin hole or a connecting pin is provided at the tip of the separator receiver. And a separator provided with connecting pins or pin holes at both ends of a horizontal beam portion of a predetermined length, and a plurality of substrates of the supporting member are fixed to the outside of the formwork panel at predetermined intervals, The tip of the separator receiver is made to project inside the formwork panel, and the formwork panels are erected so as to be opposed to each other at predetermined intervals with the connecting pins or pin holes of the separator facing each other. It is the concatenation of the left and right formwork panels by inserting a separator receiving pin holes or connecting pins that. It is preferable that the separator is integrally formed in a Z shape or an X shape and has four connecting pins at each end.

【0005】また、第2の発明のコンクリート打設用型
枠は、前記第1の発明におけるセパレーターを、所定の
大きさの方型枠体の対向長辺に複数個の接続ピン又はピ
ン孔を設けてなる枠形セパレーターに置き換えたもの
で、その他の構成は第1の発明と同じである。
The concrete pouring formwork according to the second aspect of the present invention comprises the separator according to the first aspect of the present invention, wherein a plurality of connecting pins or pin holes are provided on opposite long sides of a rectangular formwork body of a predetermined size. The present invention is the same as the first invention except that it is replaced with a frame-shaped separator provided.

【0006】前記枠形セパレーターは、その対向長辺間
に少なくとも1個の補強部材を設けてなるものとするの
が良い。なお、第1、第2両発明における型枠パネルの
パネル接続用嵌合構造は、対向端面の一方に設けた凸部
と、対向端面の他方に前記凸部に係合可能に設けた凹部
とからなるものとするのが好ましい。
The frame-shaped separator is preferably provided with at least one reinforcing member between its opposing long sides. In the fitting structure for panel connection of the form panel in both the first and second inventions, a convex portion provided on one of the opposing end surfaces and a concave portion provided on the other of the opposing end surface so as to be engageable with the convex portion. It is preferable that

【0007】[0007]

【作用】第1の型枠は、セパレーターを取り外し、左右
の型枠パネルを別々にした状態で保管、輸送する。従っ
て、保管、輸送に要するスペースは小さくてすむ。工事
現場では、左右の型枠パネルをセパレーターで連結して
立設し、コンクリート構築物の大きさに対応するため
に、型枠パネルの前後の対向端面に設けた嵌合構造を介
して複数個の型枠パネルを前後方向に連接し、所定長さ
に延長するとともに、型枠パネルの上下の対向端面に設
けた嵌合構造を介して型枠パネルを複数段に積み上げ、
所定高さに高くする。続いて、左右の型枠パネルの間に
鉄筋を配筋した後、コンクリートを打設する。コンクリ
ート硬化後は、型枠を撤去する必要はなく、コンクリー
ト構築物の一部としてそのまま利用する。
The first formwork is stored and transported with the separator removed and the left and right formwork panels separated. Therefore, the space required for storage and transportation can be small. At the construction site, the left and right formwork panels are erected by connecting them with a separator, and in order to correspond to the size of the concrete structure, a plurality of fitting structures are provided on the front and rear facing end faces of the formwork panels. Formwork panels are connected in the front-rear direction and extended to a predetermined length, and the formwork panels are stacked in multiple stages through a fitting structure provided on the upper and lower opposite end faces of the formwork panel.
Raise it to a specified height. Next, after reinforcing bars are laid between the left and right formwork panels, concrete is placed. After the concrete is hardened, it is not necessary to remove the formwork and it is used as it is as part of the concrete structure.

【0008】かくして出来たコンクリート構築物の表面
にモルタルを塗布する場合は、モルタル補強用金網(ラ
ス)を型枠パネルの表面に露出した支持部材の基板に釘
付けにより固定して型枠パネルの表面に張設し、金網の
上からモルタルを塗布すればよい。
When mortar is applied to the surface of the concrete structure thus formed, the mortar reinforcing wire mesh (lath) is fixed to the substrate of the supporting member exposed on the surface of the formwork panel by nailing and fixed to the surface of the formwork panel. It may be stretched and mortar may be applied on the wire mesh.

【0009】また、Z字形又はX字形に一体成形された
セパレーターを使用して、その接続ピン又はピン孔と相
対抗する2対のセパレーター受けのピン孔又は接続ピン
とを挿入して左右の型枠パネルを連結すると、コンクリ
ート硬化前に左右の型枠パネルが互いに前後方向にずれ
るのを防止し、型枠寸法が安定する。さらに、パネル接
続用嵌合構造を互いに係合可能な凸部と凹部とから構成
すると、型枠パネルの積み上げ、連接が容易且つ確実に
なる。
Further, a Z-shaped or X-shaped integrally formed separator is used, and two pairs of separator receiving pin holes or connecting pins opposed to the connecting pins or pin holes are inserted to insert left and right molds. By connecting the panels, the left and right formwork panels are prevented from being displaced from each other in the anteroposterior direction before the concrete hardens, and the formwork dimensions are stabilized. Further, if the panel connecting fitting structure is formed of the convex portion and the concave portion that can be engaged with each other, the stacking and connection of the form panel can be performed easily and reliably.

【0010】また、第2の発明の型枠は、第1の発明に
おけるセパレーターをより剛性の大きい枠形セパレータ
ーに置き換えたので、型枠の剛性が増大するとともに、
型枠の形成が容易になるが、その他の作用、効果は第1
の発明と同じである。
Further, in the mold of the second invention, the separator in the first invention is replaced with a frame-shaped separator having higher rigidity, so that the rigidity of the mold is increased and
Forming is easy, but other actions and effects are first
It is the same as the invention of.

【0011】[0011]

【実施例】以下、本発明の実施例を図面に基づいて説明
するが、本発明はかかる実施例にのみ限定されるもので
はない。
Embodiments of the present invention will be described below with reference to the drawings, but the present invention is not limited to these embodiments.

【0012】実施例1 本実施例は第1の発明の型枠で、図1〜図3はそれぞれ
該型枠の単位ユニットを示す正面図、平面図及び側面
図、図4は図1のIV−IV線拡大断面図である。
Embodiment 1 This embodiment is a mold of the first invention, FIGS. 1 to 3 are front views, plan views and side views showing unit units of the mold, and FIG. 4 is an IV of FIG. FIG. 4 is an enlarged sectional view taken along line IV.

【0013】これらの図において、1は型枠であって、
型枠パネル11と、支持部材21と、セパレーター31
とから構成されている。型枠パネル11は、発泡ポリス
チレン性の方形パネルからなり、その上下の対向端面及
び前後の対向端面にパネル接続用嵌合構造12を有す
る。この嵌合構造12は、対向端面の一方に設けた台形
断面形状を有する1条の凸部13と、対向端面の他方に
凸部13に係合可能に設けた台形断面形状を有する1条
の凹部14とからなっている。なお、これらの凸部13
及び凹部14は、図示のものは連続して形成されている
が、必ずしもこれに限定されるものではなく、断続して
形成してもよい(但し図示省略)。
In these figures, 1 is a mold,
Formwork panel 11, support member 21, and separator 31
It is composed of The formwork panel 11 is made of expanded polystyrene square panels, and has panel connection fitting structures 12 on the upper and lower opposing end surfaces and the front and rear opposing end surfaces. The fitting structure 12 includes one protrusion 13 having a trapezoidal cross-sectional shape provided on one of the opposite end faces and one protrusion 13 having a trapezoidal cross-sectional shape provided on the other opposite end face so as to be engageable with the protrusion 13. And a recess 14. In addition, these convex portions 13
The recesses 14 and the recesses 14 are continuously formed as shown in the drawing, but the recesses are not necessarily limited thereto and may be discontinuously formed (not shown).

【0014】支持部材21は、硬質合成樹脂製の射出成
形体で、図5に示すように、帯板状基板22の裏面に上
下1対の短冊状セパレーター受け23が一体成形により
突設されてなり、各セパレーター受け23の先端部にピ
ン孔24が設けられている。素材の硬質合成樹脂として
は特に限定はなく、例えばポリプロピレン等のポリオレ
フィン系樹脂、塩化ビニル樹脂、ポリスチレン系樹脂、
ABS樹脂等が例示される。この支持部材21は、図1
及び図4に示すように、複数個が型枠パネル11と一体
成形されることにより、基板22が所定間隔隔てて型枠
パネル11の外側に垂直方向に固着されるとともに、セ
パレーター受けの23の先端部を型枠パネル11の内側
に突出させている。
The support member 21 is an injection-molded body made of a hard synthetic resin, and as shown in FIG. 5, a pair of upper and lower strip-shaped separator receivers 23 are integrally formed on the back surface of the strip-shaped substrate 22 so as to project therefrom. Therefore, a pin hole 24 is provided at the tip of each separator receiver 23. The hard synthetic resin of the material is not particularly limited, for example, polyolefin resin such as polypropylene, vinyl chloride resin, polystyrene resin,
ABS resin etc. are illustrated. This support member 21 is shown in FIG.
As shown in FIG. 4, a plurality of substrates 22 are integrally molded with the mold panel 11, so that the substrates 22 are vertically fixed to the outside of the mold panel 11 with a predetermined space therebetween and the separators 23 The tip portion is projected inside the form panel 11.

【0015】なお、支持部材21の他の固着方法とし
て、図6に示すように、型枠パネル11の外側に台形断
面形状を有する基板取り付け用凹溝15を設けるととも
に、型枠パネル11を貫通してセパレーター受け挿通用
透孔16を設け、さらに基板22の断面形状を凹溝15
と係合可能な台形とし、基板22を凹溝15に押し込ん
で固着すると同時に、セパレーター受け23を透孔16
に挿通してその先端部を型枠パネル11の内側に突出さ
せてもよく、また、必要に応じ、基板22の裏側を接着
剤により型枠パネル11の外側に接着してもよい(但し
図示省略)。
As another fixing method of the supporting member 21, as shown in FIG. 6, a board mounting groove 15 having a trapezoidal cross section is provided on the outside of the mold panel 11, and the mold panel 11 is penetrated. Then, the through hole 16 for inserting the separator is inserted, and the cross-sectional shape of the substrate 22 is changed to the groove 15.
The base plate 22 is pushed into the concave groove 15 to be fixed, and at the same time, the separator receiver 23 is provided with the through hole 16
May be inserted into the mold frame panel 11 so that the tip end of the mold plate panel 11 projects inside, and if necessary, the back side of the substrate 22 may be bonded to the outside of the mold frame panel 11 with an adhesive (however, not shown). Omitted).

【0016】セパレーター31は、支持部材21と同様
の硬質合成樹脂や金属等からなり、図7に示すように、
帯板状横梁部32の両端部に2個の接続ピン23が突設
されてなるものである。なお、セパレーター31が金属
板製の場合には、図8に示すように、プレスによる部分
打抜きにより横梁部32の両端部に接続ピン33を形成
してもよい。上記の型枠パネル11、支持部材21およ
びセパレーター31により型枠1の単位ユニットを形成
するには、図4に示すように、型枠パネル11を所定間
隔隔てて左右互いに対向するように立設し、セパレータ
ー31の接続ピン33を相対向する支持部材21のセパ
レーター受け23のピン孔24に挿入して左右の型枠パ
ネル11を連結すればよい。
The separator 31 is made of the same hard synthetic resin or metal as the supporting member 21, and as shown in FIG.
Two connecting pins 23 are provided so as to project from both ends of the strip-shaped horizontal beam portion 32. When the separator 31 is made of a metal plate, as shown in FIG. 8, the connecting pins 33 may be formed at both ends of the horizontal beam portion 32 by partial punching with a press. In order to form the unit unit of the formwork 1 by the formwork panel 11, the support member 21 and the separator 31, as shown in FIG. 4, the formwork panels 11 are erected so as to face each other at a predetermined interval. Then, the connecting pins 33 of the separator 31 may be inserted into the pin holes 24 of the separator receiver 23 of the supporting member 21 facing each other to connect the left and right formwork panels 11.

【0017】この際、左右の型枠パネル11が互いに前
後方向にずれるおそれがある時は、各セパレーター31
の中央部を1本の連結杆で連結して固定するか、または
セパレーター31の接続ピン33とセパレーター受け2
3のピン孔24との断面形状を角形にすればよい(但
し、図示省略)。これでもなお左右の型枠パネル11が
互いに前後方向にずれるおそれがある場合には、図9又
は図10に示すように、セパレーター31の横梁部32
をZ字形又はX字形に一体成形し、それらの各端部に4
個の接続ピン33を突設し、これらの接続ピン33を相
対向する2対のセパレーター受け23のピン孔24に挿
入して左右の型枠パネル11を連結すればよい。
At this time, when the left and right formwork panels 11 may be displaced from each other in the front-rear direction, the separators 31
The center part of the separator is connected and fixed with one connecting rod, or the connecting pin 33 of the separator 31 and the separator receiver 2 are connected.
It suffices if the cross-sectional shape of the No. 3 and the pin hole 24 is square (however, not shown). If the left and right formwork panels 11 may still be displaced in the front-rear direction with respect to each other, as shown in FIG. 9 or FIG.
Are integrally molded into a Z-shape or an X-shape, and 4 at each end of them.
It suffices to project individual connection pins 33, insert these connection pins 33 into the pin holes 24 of the two pairs of separator receivers 23 facing each other, and connect the left and right formwork panels 11.

【0018】上記構成の単位ユニットの型枠1を使用し
てコンクリート構築物を形成するには、まず、図11に
示すように、コンクリート構築物の大きさに対応して所
定個数の型枠1を用意し、型枠パネル11の前後の対向
端面に設けた嵌合構造12の凹部14に凸部13を押し
込んで型枠1を所定長さに連接するとともに、型枠パネ
ル11の上下の対向端面に設けた嵌合構造12の凹部1
4に凸部13を押し込んで型枠1を所定高さに積み上げ
る。続いて、型枠1の内側に鉄筋を配筋してコンクリー
トを打設する。コンクリート硬化後は、型枠1を撤去す
ることなくコンクリート構築物の一部としてそのまま利
用する。尚、図11では型枠1の端部を揃えた例を示し
たが、例えば半分の巾だけ横にずらせて積み上げる千鳥
状とすることにより、継ぎ目の強度を大きくすることも
できる。
In order to form a concrete structure using the formwork 1 of the unit unit having the above structure, first, as shown in FIG. 11, prepare a predetermined number of formwork 1 corresponding to the size of the concrete structure. Then, the convex portion 13 is pushed into the concave portion 14 of the fitting structure 12 provided on the front and rear facing end surfaces of the mold frame panel 11 to connect the mold frame 1 to a predetermined length, and at the upper and lower facing end surfaces of the mold frame panel 11. The recess 1 of the fitting structure 12 provided
The convex portion 13 is pushed into 4 to stack the formwork 1 at a predetermined height. Next, the reinforcing bars are arranged inside the formwork 1 and concrete is poured. After the concrete is hardened, the formwork 1 is used as it is as a part of the concrete structure without being removed. Although FIG. 11 shows an example in which the ends of the mold 1 are aligned, the strength of the joint can be increased by forming a zigzag shape in which the molds 1 are laterally displaced by a half width and stacked.

【0019】かくして得られたコンクリート構築物の表
面にモルタルを塗布する時は、モルタル補強用金網を型
枠パネル11の表面に露出した支持部材21の基板22
に釘付けにより固定して張設し、金網の上からモルタル
を塗布すればよい。
When applying mortar to the surface of the concrete structure thus obtained, the mortar reinforcing wire netting is exposed on the surface of the form panel 11 and the substrate 22 of the supporting member 21 is exposed.
It may be fixed by nailing and stretched, and mortar may be applied from above the wire mesh.

【0020】実施例2 本実施例は、図12に示す如く、上記実施例1におい
て、支持部材21のセパレーター受け23の上下に凸部
23aを設け、型枠パネル11には該凸部23aと嵌合
する凹部11aを設けて、支持部材21を型枠パネル1
1に圧入して前記凹部11aと凸部23aとをそれぞれ
嵌合させることにより、支持部材21と型枠パネル11
と一体化し、一方、セパレーター31の両端部に外圧受
け部31aを立設するとともに、V字型の割れを設けた
接続ピン33aを備え、該V字形の割れを閉じた状態で
接続ピン33aをセパレーター受け23のピン孔24内
に圧入してセパレーター31がセパレータ受け23から
不用意に脱出しないようにし、セパレーター31両端の
外圧受け部31aを型枠パネル11の内側に当接して、
例えばコンクリート打設前に型枠1の外側から土で埋め
るような場合に、充分にこの外圧に耐え型枠と型枠との
間の巾が狭くならないような構造としたものである。
Embodiment 2 In this embodiment, as shown in FIG. 12, protrusions 23a are provided on the upper and lower sides of the separator receiver 23 of the support member 21 in the embodiment 1, and the protrusion 23a is formed on the formwork panel 11. The support member 21 is provided with the recess 11a to be fitted, and the support member 21 is connected to the form panel
1 by press-fitting the concave portion 11a and the convex portion 23a, respectively, to thereby form the support member 21 and the form panel 11
On the other hand, the external pressure receiving portions 31a are provided upright at both ends of the separator 31, and the connecting pin 33a is provided with a V-shaped crack, and the connecting pin 33a is closed with the V-shaped crack closed. The separator 31 is press-fitted into the pin hole 24 so that the separator 31 does not accidentally escape from the separator receiver 23.
For example, when filling the soil from the outside of the formwork 1 before placing concrete, the structure is constructed so as to sufficiently withstand this external pressure and not narrow the width between the formwork.

【0021】実施例3 本実施例は、図13に示す如く、上記実施例1におい
て、セパレーター受けのピン孔及びセパレーター31の
接続ピン33を円形状とし、かつセパレーター31の両
端部を円弧状として、保管時や輸送時には対向する型枠
を長さ方向にずらせてスペースを小さくできるようにし
たものである。かかる型枠を使用する際には、ずらせた
型枠を、図2に示した如き元の状態とし、上記した連結
杆や後記のZ字形セパレーター、X字形セパレーターで
固定すればよい。
Embodiment 3 In this embodiment, as shown in FIG. 13, the pin hole of the separator receiver and the connecting pin 33 of the separator 31 are circular and the both ends of the separator 31 are arcuate as in Embodiment 1. When storing or transporting, the opposite molds are shifted in the length direction to reduce the space. When using such a mold, the shifted mold may be returned to the original state as shown in FIG. 2 and fixed by the above-mentioned connecting rod, the Z-shaped separator or the X-shaped separator described later.

【0022】実施例4 本実施例は第2の発明の型枠で、図14は該型枠の単位
ユニットを示す平面図である。なお、説明を簡単にする
ために、本実施例における部分で、実施例1おける部分
で、実施例1における部分と同一の部分には同一符号を
付して説明する。
Embodiment 4 This embodiment is a mold of the second invention, and FIG. 14 is a plan view showing a unit unit of the mold. In order to simplify the description, parts in the present embodiment, parts in the first embodiment, and parts that are the same as the parts in the first embodiment will be denoted by the same reference numerals.

【0023】図14において、1は型枠であって、実施
例1における型枠パネル11及び支持部材21と、本実
施例の特徴をなす枠形セパレーター41とから構成され
ている。
In FIG. 14, reference numeral 1 denotes a mold, which is composed of a mold panel 11 and a supporting member 21 in the first embodiment, and a frame-shaped separator 41 which is a feature of the present embodiment.

【0024】この枠形セパレーター41は、支持部材2
1と同様の硬質合成樹脂や金属等からなり、図15に示
すように、所定の大きさの方形枠体42の対向長辺に複
数個の接続ピン33が突設されてなるものである。な
お、方形枠体42の剛性を増すために、図16に示すよ
うに、その対向長辺間に少なくとも1個の補強部材43
を設けてもよい。
The frame-shaped separator 41 is used for the supporting member 2
As shown in FIG. 15, a plurality of connecting pins 33 are provided on opposite long sides of a rectangular frame 42 having a predetermined size so as to project therefrom, as shown in FIG. In order to increase the rigidity of the rectangular frame 42, as shown in FIG. 16, at least one reinforcing member 43 is provided between the opposing long sides thereof.
May be provided.

【0025】図14に示す型枠1の単位ユニットを形成
するには、実施例1と同様の要領で、型枠パネル11を
所定間隔隔てて互いに対向するように立設し、枠形セパ
レーター41の接続ピン33を相対向する支持部材21
のセパレーター受け23のピン孔24に挿入して左右の
型枠パネル11を連結すればよい。
In order to form the unit unit of the formwork 1 shown in FIG. 14, in the same manner as in the first embodiment, the formwork panels 11 are erected so as to face each other at a predetermined interval, and the frame-shaped separator 41 is provided. Of the support member 21 with the connecting pins 33 of the
The left and right formwork panels 11 may be connected by inserting them into the pin holes 24 of the separator receiver 23.

【0026】枠形セパレーター41は、方形枠体42に
複数個の接続ピン33を設けているので、複数個の接続
ピンを支持部材21のピン孔24に一挙に挿入すること
ができる。したがって、型枠1の形成作業が簡単にな
る。また、方形枠体42の剛性が大であるので、型枠1
の剛性が増大し、寸法安定性も高くなる。
In the frame-shaped separator 41, since the rectangular frame 42 is provided with the plurality of connection pins 33, the plurality of connection pins can be inserted into the pin holes 24 of the support member 21 at once. Therefore, the work of forming the mold 1 is simplified. Further, since the rectangular frame 42 has a high rigidity, the form 1
The rigidity is increased and the dimensional stability is also increased.

【0027】なお、型枠1を積み上げたり延長する作
業、コンクリート構築物を建設する作業およびコンクリ
ート構築物の表面にモルタルを塗布する作業は、実施例
1の場合と全く同じである。
The work of stacking and extending the formwork 1, the work of constructing a concrete structure, and the work of applying mortar to the surface of the concrete structure are exactly the same as in the first embodiment.

【0028】上記実施例において、セパレーター受けに
ピン孔、セパレーターに接続ピンを設けた例を示した
が、これとは逆に、セパレーター受けに接続ピン、セパ
レーターにピン孔を設けても同様である。また図9に示
したZ字形セパレーター、図10に示したX字型セパレ
ーターは、これらを例えば図2に示した隣接するセパレ
ーター31上に適用して、型枠1のずれや、ぐらつきを
防止する固定手段としても使用できる。
In the above embodiment, an example in which a pin hole is provided in the separator receiver and a connecting pin is provided in the separator has been shown. However, conversely, if a connecting pin and a pin hole are provided in the separator receiver, the same is true. . Further, the Z-shaped separator shown in FIG. 9 and the X-shaped separator shown in FIG. 10 are applied to, for example, the adjacent separators 31 shown in FIG. 2 to prevent the form 1 from shifting and wobbling. It can also be used as a fixing means.

【0029】また、帯板状基板22に、上下2個のセパ
レーター受けを設ける場合、帯板状基板22は途中で分
断された形状であってもよく、また複数の支持部材21
は、例えば上下でそれぞれ枠形に連なっていてもよい。
更に、必要に応じ、対向する型枠1の間に筋交いを入れ
てもよく、また、積み上げた型枠がコンクリート打設時
に浮き上がる恐れがある場合には、例えばセパレーター
を締付固定することもできる。更にまた、セパレーター
やセパレーター受けに、鉄筋支持部を設けて配筋作業を
容易にすることも可能である。
When two upper and lower separator receivers are provided on the strip-shaped substrate 22, the strip-shaped substrate 22 may have a shape divided in the middle or a plurality of supporting members 21.
May be connected in a frame shape at the top and bottom respectively.
Further, if necessary, braces may be provided between the facing molds 1, and when the stacked molds may float during concrete pouring, for example, a separator may be fixed by tightening. . Furthermore, it is also possible to provide a reinforcing bar supporting portion on the separator or the separator receiver to facilitate the reinforcing work.

【0030】[0030]

【発明の効果】本発明は、以上説明したように、型枠パ
ネルを発泡ポリスチレン製としたので、打設したコンク
リートの硬化後も型枠の撤去が不要であり、該型枠をコ
ンクリート構築物の一部としてそのまま利用することが
できる。したがって、型枠撤去に要する労力及び費用が
不要になるので大巾な省力化が可能であるのみならず、
断熱性、耐寒性、耐結露性、遮音性、吸音性、耐衝撃性
等に優れたコンクリート構築物を建造することができ
る。
As described above, according to the present invention, since the form panel is made of expanded polystyrene, it is not necessary to remove the form even after the set concrete is hardened, and the form is used for the concrete construction. It can be used as it is as a part. Therefore, the labor and cost required for removing the formwork are unnecessary, so not only is it possible to greatly save labor,
It is possible to construct a concrete structure excellent in heat insulation, cold resistance, dew condensation resistance, sound insulation, sound absorption, impact resistance and the like.

【0031】また、型枠の構成が簡単で、型枠パネルに
設けた嵌合構造により型枠の延長及び積み上げを容易に
行うことができるので、型枠の形成が容易である。更
に、片側の型枠を積み上げた後、配筋を行い、その後、
他の片側の積み上げを行うこともできるので、型枠の積
み上げや配筋が容易である。
Further, the structure of the mold is simple, and the fitting structure provided on the mold panel allows the molds to be easily extended and stacked, so that the mold can be easily formed. Furthermore, after stacking the molds on one side, we arrange the bars, and then
Since it is possible to stack the other side, it is easy to stack and arrange the formwork.

【0032】また、型枠パネルとセパレーターとを別体
としたので、保管や輸送のスペースは小さくてすみ、ま
た取扱いも容易である。また、予め一体とする場合に
も、図13に示す如く、スライド可能な構造とすること
により、上記効果を発揮させることができる。
Further, since the formwork panel and the separator are separated, the space for storage and transportation is small, and the handling is easy. Further, even in the case of being integrated in advance, the above effect can be exhibited by adopting a slidable structure as shown in FIG.

【0033】また、型枠パネルの外側に硬質合成樹脂製
の支持部材の基板を固着し、該基板に設けた短冊状セパ
レーター受けとセパレーターとを凸凹嵌合という機械的
手段により連結したので、コンクリート打設時の圧力に
も十分に耐え、寸法安定性にも優れている。
Further, since the substrate of the supporting member made of a hard synthetic resin is fixed to the outside of the form panel, and the strip-shaped separator receiver and the separator provided on the substrate are connected by a mechanical means such as uneven fitting, the concrete It withstands the pressure during driving sufficiently and has excellent dimensional stability.

【0034】さらに、型枠パネルの外側に硬質合成樹脂
製の支持部材の基板を固着したので、外側から該基板に
釘打ちが可能であり、便利である。例えば、コンクリー
ト構築物の表面にモルタルを塗布する必要がある時は、
モルタル保護用金網を基板に釘付けにより固定して張設
し、金網の上からモルタルを塗布すればよい。
Furthermore, since the substrate of the supporting member made of a hard synthetic resin is fixed to the outside of the form panel, it is possible to nail the substrate from the outside, which is convenient. For example, if you need to apply mortar to the surface of a concrete structure,
The mortar-protecting wire mesh may be fixed to the substrate by nailing and stretched, and the mortar may be applied from above the wire mesh.

【0035】さらにまた、第2の発明においては、方形
枠体に複数個の接続ピンを設けた枠形セパレーターを用
いたので、複数個の接続ピンを支持部材のピン孔に一挙
に挿入することができる。したがって、型枠の形成作業
が簡単になり作業性は大巾に高められる。また、方形枠
体の剛性が大であるので、型枠の剛性も増大し、耐圧強
度や寸法安定性も向上する。
Furthermore, in the second invention, since the frame-shaped separator in which a plurality of connecting pins are provided on the rectangular frame is used, the plurality of connecting pins can be inserted all at once into the pin holes of the supporting member. You can Therefore, the work of forming the mold is simplified and the workability is greatly improved. Further, since the rectangular frame body has a large rigidity, the rigidity of the form frame is also increased, and the pressure resistance and the dimensional stability are also improved.

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

【図1】第1の発明の一実施例を示す型枠の正面図であ
る。
FIG. 1 is a front view of a formwork showing an embodiment of the first invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図1の左側面図である。FIG. 3 is a left side view of FIG.

【図4】図1のIV−IV線拡大断面図である。FIG. 4 is an enlarged sectional view taken along line IV-IV of FIG.

【図5】支持部材の斜視図である。FIG. 5 is a perspective view of a support member.

【図6】支持部材の他の固着方法を示す断面図である。FIG. 6 is a cross-sectional view showing another method of fixing the support member.

【図7】セパレーターの斜視図である。FIG. 7 is a perspective view of a separator.

【図8】セパレーターの他の実施例を示す斜視図であ
る。
FIG. 8 is a perspective view showing another embodiment of the separator.

【図9】Z字形セパレーターの平面図である。FIG. 9 is a plan view of a Z-shaped separator.

【図10】X字形セパレーターの平面図である。FIG. 10 is a plan view of an X-shaped separator.

【図11】型枠の延長及び積み上げ状態を示す説明図で
ある。
FIG. 11 is an explanatory diagram showing the extension and stacking state of the formwork.

【図12】第1の発明の他の実施例を示す断面図であ
る。
FIG. 12 is a sectional view showing another embodiment of the first invention.

【図13】第1の発明の更に他の実施例を示す平面図で
ある。
FIG. 13 is a plan view showing still another embodiment of the first invention.

【図14】第2の発明の一実施例を示す型枠の平面図で
ある。
FIG. 14 is a plan view of a mold showing an embodiment of the second invention.

【図15】枠形セパレーターの斜視図である。FIG. 15 is a perspective view of a frame-shaped separator.

【図16】枠形セパレーターの他の実施例を示す斜視図
である。
FIG. 16 is a perspective view showing another embodiment of the frame-shaped separator.

【符号の説明】[Explanation of symbols]

1 型枠 11 型枠パネル 12 嵌合構造 13 凸部(嵌合構
造) 14 凹部(嵌合構造) 21 支持部材 22 帯板状基板 23 セパレーター
受け 24 ピン孔 31 セパレーター 32 横梁部 33 接続ピン 41 枠形セパレーター 42 方形枠体 43 補強部材
DESCRIPTION OF SYMBOLS 1 Formwork 11 Formwork panel 12 Fitting structure 13 Convex part (fitting structure) 14 Recessed part (fitting structure) 21 Supporting member 22 Strip plate substrate 23 Separator receiver 24 Pin hole 31 Separator 32 Horizontal beam part 33 Connection pin 41 Frame Shaped separator 42 Square frame body 43 Reinforcement member

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 発泡ポリスチレン製方形パネルの上下及
び前後の対向端面にパネル接続用嵌合構造を設けてなる
型枠パネルと、帯板状基板の裏面に少なくとも1個の短
冊状セパレーター受けを突設し、該セパレーター受けの
先端部にピン孔又は接続ピンを設けてなる硬質合成樹脂
製支持部材と、所定の長さの横梁部の両端部に接続ピン
又はピン孔を設けてなるセパレーターとから構成され、
前記型枠パネルの外側に前記支持部材の基板を所定間隔
隔てて複数個固着するとともに、セパレーター受けの先
端部を型枠パネルの内側に突出せしめ、該型枠パネルを
所定間隔隔てて左右に互いに対向するように立設し、前
記セパレーターの接続ピン又はピン孔と相対向するセパ
レーター受けのピン孔又は接続ピンとを挿入して左右の
型枠パネルを連結したことを特徴とするコンクリート打
設用型枠。
1. A formwork panel in which fitting structures for panel connection are provided on opposed end faces of upper and lower sides and front and rear sides of a square panel made of expanded polystyrene, and at least one strip-shaped separator receiver is projected on a back surface of a strip plate substrate. A hard synthetic resin support member having a pin hole or a connecting pin at the tip of the separator receiver, and a separator having a connecting pin or a pin hole at both ends of a horizontal beam having a predetermined length. Composed,
A plurality of substrates of the supporting member are fixed to the outside of the form panel at a predetermined interval, and the tip end of the separator receiver is made to protrude to the inside of the form panel, and the form panels are separated from each other by a predetermined interval. Standing upright so as to face each other, the connecting pin or pin hole of the separator and the pin hole or connecting pin of the separator receiver facing each other are inserted to connect the left and right formwork panels, and a concrete pouring mold. frame.
【請求項2】 セパレーターが、Z字形に一体成形さ
れ、各端部に4個の接続ピン又はピン孔を有する請求項
1記載のコンクリート打設用型枠。
2. The concrete pouring formwork according to claim 1, wherein the separator is integrally formed in a Z shape and has four connecting pins or pin holes at each end.
【請求項3】 セパレーターが、X字形に一体成形さ
れ、各端部に4個の接続ピン又はピン孔を有する請求項
1記載のコンクリート打設用型枠。
3. The concrete pouring formwork according to claim 1, wherein the separator is integrally molded in an X shape and has four connecting pins or pin holes at each end.
【請求項4】 発泡ポリスチレン製方形パネルの上下及
び前後の対向端面にパネル接続用嵌合構造を設けてなる
型枠パネルと、帯板状基板の裏面に少なくとも1個の短
冊状セパレーター受けを突設し、該セパレーター受けの
先端部にピン孔又は接続ピンを設けてなる硬質合成樹脂
製支持部材と、所定の大きさの方形枠体の対向長辺に複
数個の接続ピン又はピン孔を設けてなる枠形セパレータ
ーとから構成され、前記型枠パネルの外側に前記支持部
材の基板を所定間隔隔てて複数個固着するとともに、セ
パレーター受けの先端部を型枠パネルの内側に突出せし
め、該型枠パネルを所定間隔隔てて左右に互いに対向す
るように立設し、前記枠形セパレーターの接続ピン又は
ピン孔と相対向するセパレーター受けのピン孔又は接続
ピンとを挿入して左右の型枠パネルを連結したことを特
徴とするコンクリート打設用型枠。
4. A formwork panel having fitting structures for panel connection provided on the upper and lower and front and rear facing end faces of a foam polystyrene rectangular panel, and at least one strip-shaped separator receiver projecting from the back surface of the strip plate substrate. And a rigid synthetic resin support member having a pin hole or a connecting pin at the tip of the separator receiver, and a plurality of connecting pins or pin holes on the opposing long sides of a rectangular frame of a predetermined size. And a plurality of substrates of the supporting member are fixed to the outside of the form panel at a predetermined interval, and the tip end of the separator receiver is projected to the inside of the form panel. The frame panels are erected so as to be opposed to each other at right and left at predetermined intervals, and the connecting pin or pin hole of the frame-shaped separator and the pin hole or connecting pin of the separator receiver facing each other are inserted to the left. A concrete pouring formwork characterized by connecting the right formwork panels.
【請求項5】 枠形セパレーターが、その対向長辺間に
少なくとも1個の補強部材を設けてなる請求項4記載の
コンクリート打設用型枠。
5. The concrete pouring formwork according to claim 4, wherein the frame-shaped separator is provided with at least one reinforcing member between opposing long sides thereof.
【請求項6】 型枠パネルのパネル接続用嵌合構造が、
対向端面の一方に設けた凸部と、対向端面の他方に前記
凸部に係合可能に設けた凹部とからなる請求項1又は4
記載のコンクリート打設用型枠。
6. The fitting structure for panel connection of a formwork panel,
5. A convex portion provided on one of the facing end surfaces and a concave portion provided on the other of the facing end surface so as to be engageable with the convex portion.
The described concrete casting formwork.
JP31759095A 1995-11-10 1995-11-10 Form for placing concrete Withdrawn JPH09137536A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31759095A JPH09137536A (en) 1995-11-10 1995-11-10 Form for placing concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31759095A JPH09137536A (en) 1995-11-10 1995-11-10 Form for placing concrete

Publications (1)

Publication Number Publication Date
JPH09137536A true JPH09137536A (en) 1997-05-27

Family

ID=18089931

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31759095A Withdrawn JPH09137536A (en) 1995-11-10 1995-11-10 Form for placing concrete

Country Status (1)

Country Link
JP (1) JPH09137536A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128649A (en) * 2016-04-09 2016-07-14 ユーロビルディング・ノースジャパン株式会社 Reinforcement arrangement member and concrete structure using the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128649A (en) * 2016-04-09 2016-07-14 ユーロビルディング・ノースジャパン株式会社 Reinforcement arrangement member and concrete structure using the same

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