JPH08135185A - Connecting tool for form - Google Patents

Connecting tool for form

Info

Publication number
JPH08135185A
JPH08135185A JP6280950A JP28095094A JPH08135185A JP H08135185 A JPH08135185 A JP H08135185A JP 6280950 A JP6280950 A JP 6280950A JP 28095094 A JP28095094 A JP 28095094A JP H08135185 A JPH08135185 A JP H08135185A
Authority
JP
Japan
Prior art keywords
plate
heat insulating
shaped heat
foundation
pair
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
JP6280950A
Other languages
Japanese (ja)
Inventor
Yoshio Matsumura
村 良 夫 松
Keizo Okada
田 桂 三 岡
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.)
Kanegafuchi Chemical Industry Co Ltd
Original Assignee
Kanegafuchi Chemical Industry 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 Kanegafuchi Chemical Industry Co Ltd filed Critical Kanegafuchi Chemical Industry Co Ltd
Priority to JP6280950A priority Critical patent/JPH08135185A/en
Publication of JPH08135185A publication Critical patent/JPH08135185A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

PURPOSE: To prevent the dislocation of plate-like heat insulating material by opening a pair of first end part storage parts, enclosing the end parts of one of plate-like heat insulators disposed opposedly to each other, in one direction, while opening a pair of second end part storage parts, enclosing the end parts of the other plate-like heat insulator, in the other direction, and connecting with a fixed clearance respectively between the first end part storage parts and between the second end part storage parts. CONSTITUTION: Connecting means 40 are plurally disposed being spaced by the specified distance at the connecting part of upper and lower plate-like heat insulators. The end parts of the upper and lower plate-like heat insulators are thereby enclosed partially in first and second end part storage parts 41, 42. A clearance between the mutually opposed plate-like heat insulators is set to the fixed value by a connecting part 43. In the connecting means 40, a pair of end part storage parts 41, 41 are both opened in one direction, while a pair of end part storage parts 42, 42 are both opened in the other direction, and a between the first and second end part storage parts 41, 41 or 42, 42 is set to the fixed value by the connecting part 43.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は型枠用連結具に関するFIELD OF THE INVENTION The present invention relates to a formwork connector.

【0002】[0002]

【従来の技術】一般木造建築物の基礎としては、例えば
図10に示したように、ランマで突き固められた割りぐ
り石1の上に捨てコンクリート2を打設し、さらにフー
チング3を打設し、さらにフーチング3上に布基礎4を
立設させ、この布基礎4に挿通されたアンカーボルト5
で土台6を固定するようにしたものが知られている。
2. Description of the Related Art As a foundation of a general wooden building, for example, as shown in FIG. 10, a concrete 2 is cast on a rubble stone 1 which has been rammed with a rammer, and a footing 3 is further cast. Then, the cloth foundation 4 is erected on the footing 3, and the anchor bolt 5 inserted through the cloth foundation 4
It is known that the base 6 is fixed by.

【0003】このような基礎を施工するにあたり、地域
によっては、冬期時に地面が30〜40cm以上も凍結
する場合がある。ところが、このように地面が凍結する
と、基礎が不均衡に持ち上げられ、建物の狂いや破損の
原因ともなる。したがって、寒冷地などでは、基礎の高
さが温暖な地域に比べて高くなるのが現状である。
When constructing such a foundation, the ground may freeze by 30 to 40 cm or more in winter depending on the area. However, when the ground freezes like this, the foundation is lifted disproportionately, which may cause the building to be out of order or damaged. Therefore, in cold regions and the like, the height of the foundation is higher than in warm regions.

【0004】[0004]

【発明が解決しようとする課題】ところで、このような
住宅の基礎を施工する場合には、型枠工など熟練した作
業者が必要になっている。しかしながら、今日では、型
枠工など熟練した技能工の不足が深刻化している。した
がって、今日では、背の高い基礎を施工する場合でも容
易に実施することができる基礎の施工工法が求められて
いる。
By the way, when constructing the foundation of such a house, skilled workers such as formworkers are required. However, today, the shortage of skilled craftsmen such as formworkers is becoming more serious. Therefore, today, there is a demand for a foundation construction method that can be easily implemented even when constructing a tall foundation.

【0005】さらに、今日ではコンパネあるいはバタを
形成している木材など、限りある地球資源の使用の削減
が求められている。本発明は、このような実情に鑑み簡
単な作業で基礎を施工することができ、しかも地球資源
の使用の削減にも寄与することができる基礎の施工工法
に、欠かすことのできない型枠用連結具を提供すること
を目的としている。
Further, today, there is a demand to reduce the use of limited earth resources such as wood forming control panels or flutters. In view of such circumstances, the present invention is an indispensable formwork connection for a foundation construction method capable of constructing a foundation by a simple work and contributing to reduction of use of earth resources. The purpose is to provide ingredients.

【0006】[0006]

【課題を解決しようとする手段】上記目的を達成するた
めの本発明に係る型枠用連結具は、相対向して配置され
る板状断熱材の小口端面同士を上下あるいは左右方向に
突き合わせつつ並設して建築物の基礎用型枠を形成する
ために用いられる型枠用連結具であって、前記相対向し
て配置される一方の板状断熱材の端部を各々収納し、共
に一方向に開口してなる一対の第1の端部収納部と、前
記相対向して配置される他方の板状断熱材の端部を各々
収納し、共に他方向に開口してなる一対の第2の端部収
納部と、前記一対の第1および前記第2の端部収納部間
の離間距離を一定に設定する連結部とを備えてなること
を特徴としている。
A formwork connector according to the present invention for achieving the above-mentioned object is constructed by abutting the end faces of plate-like heat insulating materials arranged opposite to each other in the vertical or horizontal direction. A formwork connector used in parallel to form a foundation formwork for a building, wherein the end portions of one of the plate-shaped heat insulating materials arranged to face each other are respectively housed, and together. A pair of first end housing portions that are opened in one direction and a pair of the other end portions of the plate-shaped heat insulating material that are arranged to face each other are respectively housed, and a pair of both ends that are opened in the other direction are formed. It is characterized by comprising a second end portion storage portion and a connecting portion for setting a constant distance between the pair of first and second end portion storage portions.

【0007】[0007]

【作用】上記構成により形成される型枠用連結具を、相
対向する板状断熱材の突き合わせ部に配設すれば、上下
または左右に突き合わされて相対向する板状断熱材相互
のづれを防止できる。また、離間距離を一定に設定する
連結部が型枠の幅方向に形成されるので、突き合わせ部
で型枠が拡がることもない。さらに、このような連結具
を用いれば、上下方向に板状断熱材を突き合わせて設置
できるので、上に配置される板状断熱材のみを交換すれ
ば、基礎の高さを自由に調整でき、いかなる大きさの基
礎を施工する場合にも容易に行なうことができる。
By arranging the formwork connector having the above structure at the abutting portions of the plate-shaped heat insulating materials facing each other, the plate-shaped heat insulating materials which are butted up and down or left and right and are opposed to each other are prevented from slipping together. It can be prevented. Further, since the connecting portion for setting the separation distance to be constant is formed in the width direction of the mold, the mold does not expand at the abutting portion. Furthermore, if such a connecting tool is used, it is possible to install the plate-shaped heat insulating material by abutting it in the vertical direction, so that only the plate-shaped heat insulating material arranged above can be replaced, and the height of the foundation can be freely adjusted, It can be easily performed when constructing foundations of any size.

【0008】また、本発明に係る連結具を用いた基礎の
施工工法によれば、コンパネからなる型枠を使用しなく
てよいので、木材の使用量が少なくなり、地球資源を保
護することができる。さらに、通常、側方に配置される
バタを不要にすることも可能であり、このバタとして用
いる木材の使用も抑えることができる。
Further, according to the construction method of the foundation using the connector according to the present invention, since it is not necessary to use the formwork made of the control panel, the amount of wood used is reduced and the earth resources can be protected. it can. Furthermore, it is also possible to eliminate the flapping that is normally placed on the side, and it is possible to suppress the use of wood used as this flapping.

【0009】[0009]

【実施例】以下、本発明に係る型枠用連結具が用いられ
た基礎の施工工法について図面を参照しながら説明す
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A construction method of a foundation using a mold connecting tool according to the present invention will be described below with reference to the drawings.

【0010】図1は本発明の一実施例により形成される
型枠を用いた一般住宅の基礎の施工要領を概念的に示し
たもので、図2はその型枠を分解して示す断面図であ
る。図3はコンクリート打設後の断面図である。
FIG. 1 conceptually shows a construction procedure of a foundation of a general house using a formwork formed according to an embodiment of the present invention, and FIG. 2 is a sectional view showing the formwork in an exploded manner. Is. FIG. 3 is a cross-sectional view after placing concrete.

【0011】この木造建築では、宅地の周囲に掘られた
溝内に割りぐり11を幅450mm程に敷き、充分にラ
ンマにより突き固められる。その後、割りぐり11上に
捨てコンクリート12を60mm程打設することで上面
を平坦にし、さらに、その上にフーチング13および布
基礎14が立設されている。
[0011] In this wooden construction, a slotted hole 11 having a width of about 450 mm is laid in a groove dug around the residential land, and it is sufficiently compacted by a rammer. After that, the discarding concrete 12 is cast on the split hole 11 by about 60 mm to make the upper surface flat, and the footing 13 and the cloth foundation 14 are erected on the upper surface.

【0012】本実施例では、これらの基礎を形成する型
枠が、コンパネではなく発泡合成樹脂からなる板状断熱
材20、20と、板状断熱材50、50との2種類のも
のから形成されている。そして、これらの板状断熱材2
0、20および板状断熱材50、50は、所定間隔離間
し、互いに対向して配置される。
In the present embodiment, the formwork forming these foundations is formed of two kinds of plate heat insulating materials 20, 20 and plate heat insulating materials 50, 50 made of foamed synthetic resin instead of a control panel. Has been done. And these plate-shaped heat insulating materials 2
0 and 20 and the plate-shaped heat insulating materials 50 and 50 are spaced from each other by a predetermined distance and are arranged to face each other.

【0013】本実施例のこれらの板状断熱材20、50
は、例えば、発泡押出ポリスチレンなどを芯材とし、そ
の両面に柔軟な面材が貼着された断熱パネルからなり、
具体的には鐘淵化学工業(株)からKパネルの名称で市
販されているものが採用されている。
These plate-like heat insulating materials 20, 50 of this embodiment
Is, for example, a heat-insulating panel having expanded extruded polystyrene as a core material and flexible face materials adhered to both surfaces thereof,
Specifically, a commercially available product under the name of K panel from Kanegafuchi Chemical Industry Co., Ltd. is used.

【0014】板状断熱材20は、フーチング13と布基
礎14の下部分までを一体に構築することができるもの
で、互いに対向させたときに略凸状を形成する。板状断
熱材50は、板状断熱材20の上部に突き合わされるも
ので、略矩形に形成されている。
The plate-shaped heat insulating material 20 is capable of integrally constructing the footing 13 and the lower portion of the cloth foundation 14, and forms a substantially convex shape when they are opposed to each other. The plate-shaped heat insulating material 50 abuts the upper part of the plate-shaped heat insulating material 20, and is formed in a substantially rectangular shape.

【0015】このように互いに対向して配置される発泡
合成樹脂からなる板状断熱材20、20間および板状断
熱材50、50間は、コンクリートの打設時であっても
所定の離間距離を維持しておく必要があるが、本実施例
では、以下のようにして所定寸法に支持される。
As described above, the plate-shaped heat insulating materials 20 and 20 made of foamed synthetic resin and the plate-shaped heat insulating materials 50 and 50 arranged so as to face each other are separated by a predetermined distance even when concrete is poured. However, in the present embodiment, it is supported in a predetermined size as follows.

【0016】すなわち、捨てコンクリート12の上部に
配置される板状断熱材20、20の底部には、図4に拡
大して示したように、両端にコ字状の支持片17a、1
7aを備えた固定具17が差し渡されている。この固定
具17は、合成樹脂から形成してもよく、金属から形成
しても良い。
That is, at the bottom of the plate-shaped heat insulating material 20, 20 arranged on the upper part of the discarded concrete 12, as shown in an enlarged view in FIG.
A fixture 17 provided with 7a is provided. The fixture 17 may be made of synthetic resin or metal.

【0017】板状断熱材20、20の底部以外の部分に
は、固定具17の他に、さらに締め付け具30が設置さ
れ、上部での連結が確実にされる。この締め付け具30
は、図2、図3に示したように、断熱材間に挿通される
棒状部材21と、パネルの外方に配置される板状部材3
1、31と、パネルの内側でパネルの移動を規制するコ
ーン32、32と、パネルの外側で板状部材31の抜け
を防止するナット部材33、33とからなっている。
On the portions other than the bottoms of the plate-shaped heat insulating materials 20, 20, in addition to the fixing tool 17, a tightening tool 30 is installed to ensure the connection at the upper part. This tightening tool 30
As shown in FIGS. 2 and 3, the bar-shaped member 21 inserted between the heat insulating materials and the plate-shaped member 3 arranged outside the panel.
1 and 31, cones 32 and 32 that regulate the movement of the panel inside the panel, and nut members 33 and 33 that prevent the plate-shaped member 31 from coming off on the outside of the panel.

【0018】このような締め付け具30は、長さ調整が
自在であるため、板状断熱材20、20間に挿通し、コ
ーン32、ナット部材33などで締め付ければ、対向す
る一対の板状断熱材20、20間を一定間隔に調整する
ことが可能となる。
Since such a tightening tool 30 can be freely adjusted in length, it can be inserted between the plate-shaped heat insulating materials 20, 20 and tightened by the cone 32, the nut member 33, etc. It becomes possible to adjust the space between the heat insulating materials 20, 20 at a constant interval.

【0019】このようにして、板状断熱材20、20間
は離間距離が一定にされるが、こうして一体化された板
状断熱材20、20の上部には、さらに一対の板状断熱
材50、50が突き合わされて配置される。
In this way, the distance between the plate-shaped heat insulating materials 20, 20 is made constant, but a pair of plate-shaped heat insulating materials is further provided on the upper part of the plate-shaped heat insulating materials 20, 20 thus integrated. 50 and 50 are arranged in abutment with each other.

【0020】この板状断熱材50、50間の離間距離を
設定するには、板状部材20、20の場合と同様に、締
め付け具30が採用される。ただし、その棒状部材の長
さは板状断熱材50で用いられるものに比べて短いもの
が使用される。
In order to set the separation distance between the plate-shaped heat insulating materials 50, 50, the tightening tool 30 is employed as in the case of the plate-shaped members 20, 20. However, the length of the rod-shaped member is shorter than that used for the plate-shaped heat insulating material 50.

【0021】板状断熱材50の長さが長い場合には、必
要に応じて高さの違う位置に、この締め付け具30を散
在させて設置することが好ましい。一方、板状断熱材2
0と板状断熱材50との小口端面同士の突き合わせ間に
は、図5に拡大して示したように、本発明の要部をなす
離間距離を一定に設定する連結具40が複数個介在され
る。
When the length of the plate-shaped heat insulating material 50 is long, it is preferable that the fastening members 30 are scattered and installed at positions having different heights as needed. On the other hand, the plate-shaped heat insulating material 2
As shown in an enlarged view in FIG. 5, a plurality of connecting members 40 for setting a constant separation distance, which is an essential part of the present invention, are interposed between the abutting ends of the edge of the heat insulating material 50 and the plate-shaped heat insulating material 50. To be done.

【0022】連結具40は、共に一方向に開口が向いた
一対の端部収納部41、41と、共に他方向に開口が向
いた一対の端部収納部42、42と、これら第1、第2
の端部収容部41、41間あるいは42、42間の離間
距離を一定に設定する連結部43とからなっている。
The connecting tool 40 includes a pair of end housings 41, 41 both of which have openings in one direction, and a pair of end housings 42, 42 of which both have openings in the other direction. Second
And a connecting portion 43 for setting a constant separation distance between the end housing portions 41, 41 or 42, 42.

【0023】このような連結具40は、金物あるいは樹
脂から形成することができるが、この連結具40を例え
ば鋼板から形成する場合には0.5〜0.8mm程の厚
さがあれば良い。また、鋼板から形成する場合、図6に
示したように、一枚の鋼板45を用意し、その実線部分
に切込みを入れ、2点鎖線の部分を折り曲げれば、端材
をださないで連結具40を形成することができる。
The connecting member 40 can be formed of a metal or resin, but when the connecting member 40 is formed of, for example, a steel plate, it may have a thickness of about 0.5 to 0.8 mm. . Further, in the case of forming from a steel plate, as shown in FIG. 6, if one steel plate 45 is prepared, a notch is made in the solid line part, and the two-dot chain line part is bent The connector 40 can be formed.

【0024】なお、このような連結具40の端部収容部
41、42の空間部Sの間隔は、板状断熱材20、50
の厚さよりやや狭く形成されている。これにより、板状
部材20、50の端部を端部収納部41、42に嵌合し
た時に、これらの端部が密に狭持される。また、連結部
43の長さTは、布基礎14の幅と同一に設定されてい
る。
The space between the space portions S of the end portion accommodating portions 41 and 42 of the connecting member 40 is set to the plate-like heat insulating materials 20 and 50.
It is formed slightly narrower than the thickness of. Thereby, when the end portions of the plate-shaped members 20 and 50 are fitted into the end portion storage portions 41 and 42, these end portions are tightly held. The length T of the connecting portion 43 is set to be the same as the width of the cloth foundation 14.

【0025】このような連結具40は、図1に示したよ
うに、上下の板状断熱材材20、50の連結部分に所定
間隔はなして複数個配設される。これにより、上下の板
状断熱材20、50の端部は、一部がこの第1、第2の
端部収容部41、42内に収納され、小口端面間のづれ
が不可能に規制される。また、相対向する板状断熱材2
0、20間、板状断熱材50、50間の離間距離は、連
結部43により、一定に設定される。
As shown in FIG. 1, a plurality of such connecting members 40 are arranged at predetermined intervals at the connecting portions of the upper and lower plate-shaped heat insulating materials 20 and 50. As a result, the upper and lower plate-shaped heat insulating materials 20 and 50 are partially accommodated in the first and second end accommodating portions 41 and 42, and the gap between the edge end surfaces is regulated to be impossible. It Moreover, the plate-shaped heat insulating materials 2 facing each other
The separation distance between 0 and 20 and between the plate-shaped heat insulating materials 50 and 50 is set to be constant by the connecting portion 43.

【0026】一方、建屋の基礎を構築するに際しては、
このように上下に連結された一組の板状断熱材20、5
0を基準として、横方向にもそれぞれ並設して板状断熱
材20、50が突き合わされて配置される。その際、横
方向に突き合わされる板状断熱材20、20間あるいは
板状断熱材50、50間には、図7に示した締め付け具
70、70を設置すると良い。この締め付け具70、7
0は、前記連結具40の連結部43を削除して形成した
ものである。したがって、1つの連結具40を用意すれ
ば、2つの締め付け具70、70を作成することができ
る。
On the other hand, when constructing the foundation of the building,
In this way, a pair of plate-shaped heat insulating materials 20 and 5 connected vertically
With 0 as a reference, the plate-shaped heat insulating materials 20 and 50 are arranged side by side in parallel with each other. At this time, it is advisable to install the fastening members 70, 70 shown in FIG. 7 between the plate-shaped heat insulating materials 20, 20 or between the plate-shaped heat insulating materials 50, 50 that are abutted in the lateral direction. This tightening tool 70, 7
0 is formed by removing the connecting portion 43 of the connecting tool 40. Therefore, if one connecting tool 40 is prepared, the two fastening tools 70, 70 can be created.

【0027】このような締め付け具70、70を板状断
熱材20、20間あるいは板状断熱材50、50間の突
き合わせ部にそれぞれ配置すれば、相互がさらに確実に
締め付け保持される。
If such tightening tools 70, 70 are arranged at the abutting portions between the plate-shaped heat insulating materials 20, 20 or between the plate-shaped heat insulating materials 50, 50, respectively, they can be more securely tightened and held.

【0028】このようにして、建屋の周囲に構築された
基礎用の型枠によれば、相対向して配置される板状断熱
材20、20間の離間距離が連結部43により一定に維
持され、撓みなども生じない。
In this way, according to the foundation formwork constructed around the building, the separation distance between the plate-shaped heat insulating materials 20, 20 arranged facing each other is kept constant by the connecting portion 43. Therefore, no bending occurs.

【0029】したがって、本実施例によれば、周囲にバ
タを設置しなくとも、板状断熱材は型枠としての機能を
充分はたすことができる。このようにして互いに対向し
て組付けられた型枠内には、コンクリートが打設され
る。その際、板状断熱材20、20間および上部型枠形
成部材50、50間は、固定具17、締め付け具30、
連結具40で互いに連結されているので、例え流れ込む
コンクリートの圧力が作用したとしても型枠がづれたり
する虞はない。
Therefore, according to this embodiment, the plate-shaped heat insulating material can sufficiently serve as a mold without installing a flap around it. Concrete is poured into the molds thus assembled so as to face each other. At that time, between the plate-shaped heat insulating materials 20, 20 and between the upper formwork forming members 50, 50, the fixing tool 17, the tightening tool 30,
Since they are connected to each other by the connecting tool 40, there is no risk of the formwork being broken even if the pressure of the concrete flowing in acts.

【0030】このようにして、時間が経過してコンクリ
ートが硬化すると、寸法通りのフーチング13および布
基礎14を構築することができる。なお、このような基
礎では、底部固定具17、締め付け具30および連結具
40共、それぞれコンクリート内に嵌め殺しとなる。
In this way, as the concrete hardens over time, it is possible to construct the footing 13 and the cloth foundation 14 according to the dimensions. In addition, in such a foundation, the bottom part fixing tool 17, the fastening tool 30, and the connecting tool 40 are each fitted and killed in the concrete.

【0031】なお、上記の基礎よりも高い基礎を構築し
たい場合には、さらに背の高い板状断熱材を用意し、こ
の背の高い板状断熱材を下位の板状断熱材に取り付けれ
ば良い。これにより、背の高い基礎を施工することも容
易に行なうことができる。
When it is desired to construct a foundation higher than the above foundation, a taller plate-shaped heat insulating material may be prepared and this taller plate-shaped heat insulating material may be attached to a lower plate-shaped heat insulating material. . This makes it possible to easily construct a tall foundation.

【0032】したがって、寒冷地などで背の高い基礎を
施工する場合であっても、余分な手間がかかることもな
い。このように、本実施例によれば、背の高い基礎であ
っても背の低い基礎であっても、一回のコンクリートの
打設でフーチング部から布基礎まで一体的に構築でき、
かつ、周囲にバタを配設する必要がないので、その分、
工期の短縮化が図れる。
Therefore, even when constructing a tall foundation in a cold region, no extra work is required. Thus, according to the present embodiment, whether it is a tall foundation or a short foundation, it is possible to integrally construct from the footing portion to the cloth foundation by placing concrete once,
And since it is not necessary to dispose flutter around,
The construction period can be shortened.

【0033】また、板状断熱材20および板状断熱材5
0は、無論断熱材としても機能するので、例えば、この
コンクリート打ちを冬場に行なったとしても、板状断熱
材20、50が優れた断熱性を発揮し、これにより、コ
ンクリート内の水分が硬化する前に凍結してしまう恐れ
もない。加えて、コンクリートの硬化後は、勿論すぐれ
た断熱性を発揮するので、室内の断熱性に寄与すること
ができる。
Further, the plate-shaped heat insulating material 20 and the plate-shaped heat insulating material 5
Since 0 also functions as a heat insulating material, of course, even if this concrete pouring is performed in the winter, the plate-shaped heat insulating materials 20 and 50 exhibit excellent heat insulating properties, whereby the moisture in the concrete is hardened. There is no fear of freezing before doing. In addition, of course, after the hardening of the concrete, it exhibits an excellent heat insulating property, so that it can contribute to the heat insulating property of the room.

【0034】また、こうした型枠は、コンパネで形成す
る場合に比べて1/5程の重さであり、持ち運びが簡易
である。さらに、このような断熱材からなる板状断熱材
20、50は、押出成形で形成することができるので、
長尺ものも容易に形成することができる。
Further, such a frame has a weight of about ⅕ as compared with the case of being formed by a control panel, and is easy to carry. Furthermore, since the plate-shaped heat insulating materials 20 and 50 made of such a heat insulating material can be formed by extrusion molding,
A long product can be easily formed.

【0035】以上、本発明の一実施例について説明した
が、本発明は上記実施例に限定されず、種々の改変が可
能である。例えば、連結具40の材質および形状は実施
例に特に限定されない。例えば、図8に示したように、
この連結具40の連結部43’を棒状にすれば、コンク
リートの抵抗をより小さくすることができる。
Although one embodiment of the present invention has been described above, the present invention is not limited to the above embodiment, and various modifications can be made. For example, the material and shape of the connector 40 are not particularly limited to the embodiment. For example, as shown in FIG.
If the connecting portion 43 'of the connecting tool 40 is rod-shaped, the resistance of the concrete can be further reduced.

【0036】また、図9に示した連結具70を採用する
こともできる。この連結具70では、図5で一体に形成
されていた連結部43を着脱式に構成したもので、この
連結具70では、連結部71が別体に形成されている。
また、連結部71の両端部には、突起71a、71aが
突設されている。このような連結部71を、本体側の係
止孔72、72に着脱自在に係合させても良い。
Further, the connector 70 shown in FIG. 9 can be adopted. In this connecting tool 70, the connecting portion 43 that is integrally formed in FIG. 5 is configured to be removable, and in this connecting tool 70, the connecting portion 71 is formed separately.
Further, projections 71a, 71a are provided at both ends of the connecting portion 71 so as to project. Such a connecting portion 71 may be detachably engaged with the locking holes 72, 72 on the main body side.

【0037】また、上記実施例では、ポリスチレンから
なる芯材の両面に柔軟な面材を貼着した断熱パネルが採
用されているが、この面材は必ずしも必要ではない。ま
た、上記実施例では、フーチング付きの基礎について説
明したが、本発明はフーチングのない基礎にも適用でき
ることはいうまでもない。さらに、上記の型枠は断熱が
必要でない基礎にも適用できることは勿論である。
Further, in the above-mentioned embodiment, the heat insulating panel in which the flexible face material is adhered to both sides of the core material made of polystyrene is adopted, but this face material is not always necessary. Further, in the above-described embodiment, the foundation with footing was described, but it goes without saying that the present invention can be applied to a foundation without footing. Furthermore, it goes without saying that the formwork described above can also be applied to foundations that do not require heat insulation.

【0038】[0038]

【発明の効果】以上説明したように、本発明に係る型枠
用連結具を、板状断熱材の突き合わせ部に配設すれば、
左右および上下の板状断熱材相互のづれを防止できる。
また、離間距離を一定に設定する連結部が型枠の幅方向
に差し渡されるので、突き合わせ部で型枠が拡がること
もない。さらに、このような連結具を用いれば、上下方
向に板状断熱材を突き合わせて設置できるので、上に配
置される板状断熱材のみを交換すれば、基礎の高さを自
由に調整でき、いかなる大きさの基礎を施工する場合に
も容易に行なうことができる。
As described above, when the formwork connector according to the present invention is arranged at the abutting portion of the plate-shaped heat insulating material,
It is possible to prevent the plate-shaped heat insulating materials on the left and right and on the top and bottom from slipping together.
Further, since the connecting portion for setting the separation distance to be constant is provided in the width direction of the mold, the mold does not expand at the abutting portion. Furthermore, if such a connecting tool is used, it is possible to install the plate-shaped heat insulating material by abutting it in the up-and-down direction, so that by exchanging only the plate-shaped heat insulating material arranged above, the height of the foundation can be freely adjusted, It can be easily performed when constructing foundations of any size.

【0039】また、本発明に係る連結具を用いて基礎を
施工すれば、コンパネからなる型枠を使用しなくてよい
ので、木材の使用量が少なくなり、地球資源を保護する
ことができる。さらに、通常、側方に配置されるバタを
不要にすることも可能であり、このバタとして用いる木
材の使用も抑えることができる。
Further, when the foundation is constructed by using the connecting tool according to the present invention, since it is not necessary to use the mold made of the control panel, the amount of wood used is reduced and the earth resources can be protected. Furthermore, it is also possible to eliminate the flapping that is normally placed on the side, and it is possible to suppress the use of wood used as this flapping.

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

【図1】図1は本発明の一実施例による型枠用連結具を
用いた一般住宅の基礎の施工要領を概念的に示す斜視図
である。
FIG. 1 is a perspective view conceptually showing a construction procedure of a foundation of a general house using a formwork connector according to an embodiment of the present invention.

【図2】図2は同基礎を形成する型枠の分解断面図であ
る。
FIG. 2 is an exploded cross-sectional view of a mold forming the foundation.

【図3】図3は同型枠内にコンクリートを打設したのち
の断面図である。
FIG. 3 is a cross-sectional view after placing concrete in the same mold.

【図4】図4は同実施例で採用された固定具の斜視図で
ある。
FIG. 4 is a perspective view of a fixture used in the embodiment.

【図5】図5は同実施例で採用された連結具の斜視図で
ある。
FIG. 5 is a perspective view of a connector used in the embodiment.

【図6】図6は同実施例で採用された連結具を折曲する
前の板材の展開図である。
FIG. 6 is a development view of a plate material before bending the connector used in the embodiment.

【図7】図7は同実施例で採用された締め付け具の斜視
図である。
FIG. 7 is a perspective view of a tightening tool adopted in the embodiment.

【図8】図8は本発明の第2の実施例による連結具の斜
視図である。
FIG. 8 is a perspective view of a connector according to a second embodiment of the present invention.

【図9】図9は本発明の第3の実施例による連結具の分
解斜視図である。
FIG. 9 is an exploded perspective view of a connector according to a third embodiment of the present invention.

【図10】図10は従来の基礎の斜視図である。FIG. 10 is a perspective view of a conventional foundation.

【符号の説明】[Explanation of symbols]

20、50 板状断熱材 40 連結具 41 第1の端部収納部 42 第2の端部収納部 43、43’、71 連結部 20, 50 Plate-shaped heat insulating material 40 Coupling tool 41 First end storage section 42 Second end storage section 43, 43 ', 71 Connection section

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04G 9/10 103 B ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display area E04G 9/10 103 B

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】相対向して配置される板状断熱材の小口端
面同士を上下あるいは左右方向に突き合わせつつ並設し
て建築物の基礎用型枠を形成するために用いられる型枠
用連結具であって、 前記相対向して配置される一方の板状断熱材の端部を各
々収納し、共に一方向に開口してなる一対の第1の端部
収納部と、 前記相対向して配置される他方の板状断熱材の端部を各
々収納し、共に他方向に開口してなる一対の第2の端部
収納部と、 前記一対の第1および前記第2の端部収納部間の離間距
離を一定に設定する連結部とを備えてなることを特徴と
する型枠用連結具。
1. A formwork connection used for forming a foundation formwork of a building by arranging side edges of plate-shaped heat insulating materials facing each other in a vertical direction or in a horizontal direction while abutting each other. A pair of first end storage portions that respectively store the end portions of the one plate-shaped heat insulating material that is arranged to face each other and that are open in one direction, and that face each other. And a pair of first and second end portion storage portions that respectively store the end portions of the other plate-shaped heat insulating material that is disposed as a pair and are opened in the other direction. A connecting part for a formwork, comprising a connecting part for setting a constant distance between the parts.
JP6280950A 1994-11-15 1994-11-15 Connecting tool for form Pending JPH08135185A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6280950A JPH08135185A (en) 1994-11-15 1994-11-15 Connecting tool for form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6280950A JPH08135185A (en) 1994-11-15 1994-11-15 Connecting tool for form

Publications (1)

Publication Number Publication Date
JPH08135185A true JPH08135185A (en) 1996-05-28

Family

ID=17632170

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6280950A Pending JPH08135185A (en) 1994-11-15 1994-11-15 Connecting tool for form

Country Status (1)

Country Link
JP (1) JPH08135185A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522731A (en) * 2013-01-25 2015-08-06 ジョン ウー カン Flat tie, and method for installing form using the flat tie and non-metallic plate

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015522731A (en) * 2013-01-25 2015-08-06 ジョン ウー カン Flat tie, and method for installing form using the flat tie and non-metallic plate

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