JPS6033964A - Construction of heat insulating wall - Google Patents

Construction of heat insulating wall

Info

Publication number
JPS6033964A
JPS6033964A JP14218983A JP14218983A JPS6033964A JP S6033964 A JPS6033964 A JP S6033964A JP 14218983 A JP14218983 A JP 14218983A JP 14218983 A JP14218983 A JP 14218983A JP S6033964 A JPS6033964 A JP S6033964A
Authority
JP
Japan
Prior art keywords
composite plate
connecting rod
composite
formwork
heat insulating
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
Application number
JP14218983A
Other languages
Japanese (ja)
Other versions
JPS6237186B2 (en
Inventor
寿一 吉川
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.)
Kurimoto Ltd
Kurimoto Iron Works Ltd
Original Assignee
Kurimoto Ltd
Kurimoto Iron Works 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 Kurimoto Ltd, Kurimoto Iron Works Ltd filed Critical Kurimoto Ltd
Priority to JP14218983A priority Critical patent/JPS6033964A/en
Publication of JPS6033964A publication Critical patent/JPS6033964A/en
Publication of JPS6237186B2 publication Critical patent/JPS6237186B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は、断熱壁の横条方法に関する。[Detailed description of the invention] TECHNICAL FIELD This invention relates to a method for transversely extending insulation walls.

従来繊維強化セメント板(以下単にセメント板という)
に断熱材を一体的に積層した複合板を複数連結して複合
板組立体を構成し、この複合板組立体を前部屋枠として
兼用し、この前部型枠と後部型枠とt所定の間隔をおい
て接続杆によって接続し、両型枠間にコンフリートラ打
設してコンクリート躯体を形成した後、後部屋枠を取除
いて断熱壁を構築する方法はすでに周知である。
Conventional fiber reinforced cement board (hereinafter simply referred to as cement board)
A composite board assembly is constructed by connecting a plurality of composite boards in which heat insulating material is integrally laminated on the top and bottom, and this composite board assembly is also used as the front room frame, and this front formwork and rear formwork are connected to A method is already well known in which a concrete frame is formed by connecting the two forms with connecting rods at intervals and pouring concrete between the formworks, and then removing the rear room frame to construct a heat insulating wall.

しかしながらこのような方法によって構築された断熱壁
は、コンクリート躯体から複合板が剥離することがあり
、また接続杆の外端が複合板の表面に露出し、しかもこ
れが良熱伝導体で形成されているので、外気の殊暖がそ
のまま壁内部に伝達されて断熱効果を低下することが起
リ、さらに接続杆の露出外端が複合板が化粧板を兼ねる
ような場合、その外観な損ねることとなる等の欠点があ
った。
However, in insulated walls constructed using this method, the composite plate may peel off from the concrete frame, and the outer ends of the connecting rods may be exposed to the surface of the composite plate, which is made of a good thermal conductor. As a result, the extra warmth from the outside air is directly transmitted to the inside of the wall, reducing the insulation effect.Furthermore, if the exposed outer end of the connecting rod is a composite board that also serves as a decorative board, the appearance may be damaged. There were drawbacks such as:

そこでOれらの欠点を排除するものとして、第1,2図
に示すようなものが提供された。ここに示されたものに
あっては、第1図において、接続杆を複合板22に穿設
された透孔27に配置される第1接続杆25と、コンク
リート爪体32中に埋設される第2接続杆29とに分離
し、第1接続杆25の両端にお′すねじが切られ、この
接続杆25の一端に鍔付第1ねじ筒2Gが、他端には鍔
付第2ねじ筒28がそれぞれ螺合され、ねじ簡28には
M′tJ2接続杆29の一端が螺合されている点をあげ
ることができ、接続杆29の他端には内外のナツト30
によって通常のように後部温枠31が接続される。
In order to eliminate these drawbacks, the devices shown in FIGS. 1 and 2 were provided. In what is shown here, in FIG. The first connecting rod 25 is separated from the second connecting rod 29, and a male thread is cut at both ends of the first connecting rod 25. A first threaded cylinder 2G with a flang is attached to one end of the connecting rod 25, and a second screw tube with a flang is attached to the other end. The threaded tubes 28 are screwed together, and one end of the M'tJ2 connecting rod 29 is screwed into the screw thread 28, and an inner and outer nut 30 is screwed into the other end of the connecting rod 29.
The rear heating frame 31 is connected as usual.

なお21は複合板組立体、23は断熱材、24はセメン
ト板をそれぞれ示す。
Note that 21 represents a composite board assembly, 23 represents a heat insulating material, and 24 represents a cement board.

前記のようにして、コンクリート躯体32の形成がすん
だら、接続杆25及びねじ筒26を取外し、第2図に示
すように、これらに代えて合成樹脂製のdルト状ねじ棒
33を螺装締着し、その径外ナツトを外して型枠31を
取外し、各、複合板220周端部間間隙には、通常のよ
うに目地の充填な行う。
Once the concrete frame 32 has been formed as described above, the connecting rod 25 and threaded tube 26 are removed, and as shown in FIG. After tightening, remove the outer diameter nuts, remove the formwork 31, and fill the gaps between the peripheral ends of each composite plate 220 with joints as usual.

しかしながらこのような構築方法にあっては、複合板2
2に接続杆25嵌入用の透孔27を少い場合で4個、多
い場合は6〜8個も設けなければならなくて複合板22
の製作に手数がかがり、また構築の過程において接続杆
25、ねじ簡26を取外すだけでは足りずに、ねじ棒3
3を螺装しなければならないため作業効率を低下し、さ
らにねじ棒33としては、複合板22による外壁面の外
観を損わないようなものをわざわざ用意しなければなら
ず、わずられしい等の欠点があった。
However, in such a construction method, the composite plate 2
2, it is necessary to provide four through holes 27 for inserting the connecting rods 25 in a small case, and as many as 6 to 8 holes in a large case.
It is time-consuming to manufacture the threaded rod 3, and it is not enough to simply remove the connecting rod 25 and screw 26 during the construction process.
3 must be screwed on, which reduces work efficiency, and furthermore, it is necessary to prepare a threaded rod 33 that does not spoil the appearance of the external wall surface formed by the composite board 22, which is a hassle. There were drawbacks such as.

この発明は、前記のような従来の構築方法のもつ利点を
損うことなく、欠点を排除して余計な手数を要すること
なく、全体として作業効率の低下が防止され、余分な代
替部品を用意する必要のない構築方法を提供することを
目的とするものである。
This invention eliminates the disadvantages and eliminates the disadvantages of the conventional construction method, prevents a decrease in work efficiency, and makes it possible to prepare redundant substitute parts without sacrificing the advantages of the conventional construction method. The purpose is to provide a construction method that does not require

この発明は、前記のような目的を達成するにつき、セメ
ント板の少くとも2周端部に表面と平行な凹溝を設けた
複数の後合板な凹溝が対向するように配列し、平板状の
両側鍔部の中間に樋状であって、透孔を有する突出部を
具えた連結部材な、鍔部が前記凹溝に嵌合するとともに
、突出部が各複合板の隣接周端部間に位置するように配
置して複合板組立体を構成し、連結部材の突出部の透孔
な貝通し、かつ両端が複合板外に突出する第1接続杆と
、この第1接続杆に一端が分離可能に接続される第2接
続杆とにより、複合板組立体と所定の間隔をもって型枠
乞接続し、複合板組立体と型枠との間にコンクリートを
打設してコンクリート躯体を形成した後、第1接続杆及
び型枠を取外し、各複合板の周端部間間隙に目地材を充
填することを特徴とするものである。
In order to achieve the above-mentioned object, the present invention provides a plurality of grooves parallel to the surface of a cement board on at least two circumferential edges, and a plurality of grooves are arranged so as to face each other. A connecting member having a gutter-shaped protrusion having a through hole in the middle of both side flanges, the flanges fit into the grooves, and the protrusions connect between adjacent circumferential ends of each composite plate. A first connecting rod having a transparent shell through the protruding part of the connecting member and having both ends protruding outside the composite plate, and a first connecting rod having one end on the first connecting rod. The composite plate assembly is connected to the formwork at a predetermined interval by a second connecting rod that is separably connected to the composite plate assembly, and concrete is poured between the composite plate assembly and the formwork to form a concrete frame. After that, the first connecting rod and the formwork are removed, and the gap between the peripheral ends of each composite plate is filled with a joint material.

第3図以下ン参照して−この発明の実施例について説明
する。ここにおいて前記従来のものと同じ部分には、同
じ符号な付してその説明を前略なものとする。
Embodiments of the present invention will now be described with reference to FIGS. Here, the same parts as those of the conventional one are given the same reference numerals, and the description thereof will be omitted.

第3図には、複合板1が示されており、互いに一体的に
積層された発泡断熱材2と、ガラス繊維強化セメント板
3とからなっており、断熱材2は無発泡のものでもよく
、また繊維はガラス繊維でなくともよい。そしてセメン
ト板8は、図面において左右周端部に厚肉部5が設けら
れ、この厚肉部5にセメント板30表面と平行に凹溝4
を設けである。この場合厚内部5は、上下周端部にも設
け、全周端部に凹溝を設けたものとしてもよい。
FIG. 3 shows a composite board 1, which consists of a foam insulation material 2 and a glass fiber-reinforced cement board 3, which are integrally laminated with each other, and the insulation material 2 may be non-foamed. Also, the fibers do not have to be glass fibers. The cement board 8 is provided with a thick wall portion 5 at the left and right peripheral ends in the drawing, and a concave groove 4 is provided in the thick wall portion 5 in parallel with the surface of the cement board 30.
This is provided. In this case, the thick interior 5 may also be provided at the upper and lower circumferential ends, and a groove may be provided at the entire circumferential end.

第4図に位、複合板lとおしを連結する連結部材6が示
され、平板状の両側鍔部7の中間に樋状であって、透孔
8.9ビ有する突出部10を具えており、透孔8には両
端が同一方向に向けてほぼ90°屈曲している屈曲部1
2.13を有するアンカ一部材11が挿入され、一方の
屈曲部13は、突出部10の頂壁と一側鍔部7の折同部
14とで両側を支持され、通孔9は第1接続杆25貝通
孔の透孔となっている。
FIG. 4 shows a connecting member 6 that connects the composite plate l and the lower plate, and is provided with a gutter-shaped protrusion 10 having a through hole of 8.9 mm in the middle of the flat plate-shaped flanges 7 on both sides. , the through hole 8 has a bent portion 1 whose both ends are bent at approximately 90° toward the same direction.
2.13 is inserted, one bent part 13 is supported on both sides by the top wall of the protruding part 10 and the folded part 14 of the one side flange part 7, and the through hole 9 is inserted into the first Connecting rod 25 is a through hole for the shell through hole.

第5図は、前記のような各部材1,6ビ用いて複合板組
立体重〇を構成する概要図であり、この組立体16は、
各複合板1の凹溝4が対向するように並列した後、その
凹溝4中に連結部材6の鍔部7な嵌合して両夜合板1を
連結することによってえられる。
FIG. 5 is a schematic diagram of a composite plate assembly weight 〇 using each of the members 1 and 6 as described above, and this assembly 16 is
After the grooves 4 of each composite plate 1 are arranged in parallel so as to face each other, the flange 7 of the connecting member 6 is fitted into the groove 4 to connect the plywood 1 on both sides.

このようにして構成された複合板組立体16j′使用し
て断熱壁を構築するに除し、第1図と同様の状態にある
実施例の6異なる部分を第6〜8図に示しているが、後
部型枠は省略している。
Six different parts of the embodiment are shown in FIGS. 6 to 8 in the same condition as in FIG. 1, except that the composite plate assembly 16j' constructed in this way is used to construct an insulating wall. However, the rear formwork is omitted.

組立体16は、第6図に示すように従来のものと同様の
接続杆によって図示しない型枠に接続され、両者間にコ
ンクリートが打設されて、コンクリート躯体32が形成
されることとなるが、このときアンカ一部材110部分
の状態は第7図に、またそれ以外の部分の状態は第8図
に示されており、これらにおいて17は目地用断熱材で
あって、工場で加工切断された断熱材に片面粘着テープ
を取付けたものからなり、このテープにより断熱材の欠
損部をなくすることとなるものであり、18は当板を示
す。
As shown in FIG. 6, the assembly 16 is connected to a formwork (not shown) using connecting rods similar to conventional ones, and concrete is poured between the two to form a concrete frame 32. At this time, the condition of the anchor member 110 portion is shown in FIG. 7, and the condition of the other portions is shown in FIG. It consists of a heat insulating material with a single-sided adhesive tape attached to it, and this tape eliminates missing parts of the heat insulating material. 18 indicates the backing plate.

前記のようにした後、接続杆25、ねじ筒26、当板1
8及び後部型枠を取外し、連結部材6の突出部10によ
って形成された複合板10周端部間の間隙に図示しない
目地用シーリング材を充填することにより断熱壁を完成
することとなる。
After doing the above, connect the connecting rod 25, threaded cylinder 26, and backing plate 1.
8 and the rear formwork are removed, and the gap between the peripheral edges of the composite plate 10 formed by the protrusion 10 of the connecting member 6 is filled with a joint sealant (not shown) to complete the heat insulating wall.

bσ記の場合、複合板1の大きさによっては、ごく少数
の接続杆を従来のものと同様に周端部以外に設けること
もある。
In the case of bσ, depending on the size of the composite plate 1, a very small number of connecting rods may be provided outside the peripheral edge as in the conventional case.

この発明は前記のようであって、セメント板の周端部に
凹轟を設げた複合板を、該凹溝に嵌合する両側鍔部Z有
する連結部材を用いて連結して複合板組立体を構成する
ので、作業中一方の複合板が倒伏したり、ぐらついたり
することがなくて作条の安全性が高まり、また連結部材
に押設した透孔を利用してこれに接続杆を導入配置する
ことができるので、複合板自体に接続杆導入用の透孔を
設ける必要がなく、また設けるとしてもきわめて少数で
すむので外観を損う恐れが少ないばかりでなく、作業効
率の低下火防止することができ、さらに連結部材の突部
によって均一幅の目地が形成されて、この点において外
観を整然としたものとすることができる等の効果がある
The present invention is as described above, and a composite plate assembly is produced by connecting composite plates each having a concave groove on the peripheral end of the cement plate using a connecting member having flanges Z on both sides that fit into the concave grooves. Since one of the composite boards does not collapse or wobble during work, the safety of the cutting is increased, and a connecting rod can be inserted into this using the through hole pressed into the connecting member. There is no need to provide through holes for the introduction of connecting rods in the composite board itself, and even if they are provided, only a very small number of holes are required, which not only reduces the risk of damaging the appearance, but also reduces work efficiency and prevents fires. Furthermore, the protrusions of the connecting members form joints of uniform width, which has the effect of making the appearance more orderly.

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

第1.2図は、従来の代表的な断熱壁横条方法における
前期及び後期の状態を示す横断平面図、第3.4図は、
この発明にかかる横条方法に使用する複合板及び連結部
材の斜視図、第5図紘、前記部材を使用して複合板組立
体を構成するときの状態を示す概要図、第6.7.8図
は、この発明の実施例の6異る部分の状態を示す横断平
面図である。 1・・・複合板 2・・・断熱材 3・・・繊維強化セメント板 4・・・凹溝、 6・・・連結部材 7・・・両側鍔部 9・・・透孔 16・・・複合板組立体 25・・・第1接続杆27・
・・透孔 28・・・めねし筒 29・・・第2接続杆 30川ナツト 31・・・後部型枠 第5図 第6図 篤7図 箇8図 ■
Figure 1.2 is a cross-sectional plan view showing the early and late stages of a typical conventional insulation wall horizontal strip method, and Figure 3.4 is
A perspective view of a composite plate and a connecting member used in the horizontal striping method according to the present invention, Fig. 5 Hiro, a schematic diagram showing a state when a composite plate assembly is constructed using the members, Fig. 6.7. FIG. 8 is a cross-sectional plan view showing the states of six different parts of the embodiment of the present invention. 1... Composite board 2... Insulating material 3... Fiber reinforced cement board 4... Concave groove, 6... Connecting member 7... Both side flanges 9... Through hole 16... Composite plate assembly 25...first connection rod 27...
...Through hole 28...Male tube 29...Second connecting rod 30 River nut 31...Rear formwork Fig. 5 Fig. 6 Atsushi Fig. 7 Fig. 8 ■

Claims (1)

【特許請求の範囲】[Claims] 1、繊維強化セメント板に断熱材を一体的に積層し、前
記セメント板の少くとも2周端部に同セメント板の表面
と平行な凹溝な設けた複数の複合板を凹溝が互いに対向
するように配列し、平板状の両側鍔部の中間に樋状であ
って、透孔な有する突出部な具えた連結部材を、鍔部が
前記凹溝に嵌合するとともに、突出部が各複合板の隣接
周端部間に位置するように配置して複合板組立体ビ構成
し、連結部材の突出部の透孔を貫通し、かつ両端が複合
板外に突出する第1接続杆と、この第1接続杆に一端が
分離可能に接続された第2接紐杆とにより、複合板組立
体と所定の間隔をもって型枠を接続し、複合板組立体と
型枠との間にコンクリートを打設してコンクリート躯体
を形成した後、第1接続杆及び型枠を取外し、各複合板
の周端部間の間隙に目地材を充填することを特徴とする
断熱壁の1v隋方法。
1. A fiber-reinforced cement board is integrally laminated with a heat insulating material, and a plurality of composite boards are provided with grooves parallel to the surface of the cement board on at least two circumferential edges of the cement board, the grooves facing each other. A connecting member is arranged in such a manner that the connecting member is provided with a gutter-shaped protrusion having a through hole in the middle of the flat plate-shaped flanges on both sides, and the flanges fit into the grooves, and the protrusions a first connecting rod arranged between adjacent circumferential ends of the composite plate to constitute a composite plate assembly, passing through the through hole of the protrusion of the connecting member, and having both ends protruding outside the composite plate; A second connecting rod, one end of which is separably connected to the first connecting rod, connects the composite plate assembly and the formwork at a predetermined interval, and concrete is inserted between the composite plate assembly and the formwork. 1. A 1V method for a heat insulating wall, which is characterized in that after forming a concrete frame by casting, the first connecting rod and the formwork are removed, and the gap between the peripheral edges of each composite board is filled with joint material.
JP14218983A 1983-08-03 1983-08-03 Construction of heat insulating wall Granted JPS6033964A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14218983A JPS6033964A (en) 1983-08-03 1983-08-03 Construction of heat insulating wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14218983A JPS6033964A (en) 1983-08-03 1983-08-03 Construction of heat insulating wall

Publications (2)

Publication Number Publication Date
JPS6033964A true JPS6033964A (en) 1985-02-21
JPS6237186B2 JPS6237186B2 (en) 1987-08-11

Family

ID=15309451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14218983A Granted JPS6033964A (en) 1983-08-03 1983-08-03 Construction of heat insulating wall

Country Status (1)

Country Link
JP (1) JPS6033964A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61261550A (en) * 1985-05-13 1986-11-19 鹿島建設株式会社 Steel plate/concrete block wall structure
JPS62188041A (en) * 1986-02-14 1987-08-17 Canon Inc Manufacture of optical memory medium
JPS62141849U (en) * 1986-02-28 1987-09-07
JPS63284306A (en) * 1987-05-15 1988-11-21 Toda Constr Co Ltd Heat insulating work with precast plate for controlling near-surface temperature of mass concrete
JPH0577333U (en) * 1992-03-24 1993-10-22 有限会社聖建設 Formwork and rebar retainer and formwork connection connector for outer insulation foundation work

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4746781B2 (en) * 2001-07-02 2011-08-10 東洋建設株式会社 Exterior insulation construction method for buildings
US8347533B2 (en) 2007-10-11 2013-01-08 Southwire Company Machine applied labels to armored cable

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61261550A (en) * 1985-05-13 1986-11-19 鹿島建設株式会社 Steel plate/concrete block wall structure
JPS62188041A (en) * 1986-02-14 1987-08-17 Canon Inc Manufacture of optical memory medium
JPS62141849U (en) * 1986-02-28 1987-09-07
JPS63284306A (en) * 1987-05-15 1988-11-21 Toda Constr Co Ltd Heat insulating work with precast plate for controlling near-surface temperature of mass concrete
JPH0531604B2 (en) * 1987-05-15 1993-05-13 Toda Construction
JPH0577333U (en) * 1992-03-24 1993-10-22 有限会社聖建設 Formwork and rebar retainer and formwork connection connector for outer insulation foundation work

Also Published As

Publication number Publication date
JPS6237186B2 (en) 1987-08-11

Similar Documents

Publication Publication Date Title
HU213816B (en) Concrete form walls
CN214302533U (en) Prefabricated sandwich heat preservation wallboard
JPS6033964A (en) Construction of heat insulating wall
JP3170384B2 (en) Fireproof sandwich panel
ITTO960931A1 (en) THERMALLY INSULATING CONSTRUCTION PANEL
GB2123048A (en) Building board and its method of manufacture
JPS5813698B2 (en) Insulation material driving method
JPH0323447Y2 (en)
JP4104244B2 (en) Building unit, its manufacturing method and unit building
JPS6346588Y2 (en)
JPS626988B2 (en)
JPH0323448Y2 (en)
JPH08174730A (en) Honeycomb panel
CN212295195U (en) Assembled wall body tail end
JPS5980004U (en) Rain protection device for brick panels with reinforced frame
JP2529583Y2 (en) Concrete fence
JP3854430B2 (en) Architectural panel
JPS63134746A (en) Formation of outer wall body
JPH11181932A (en) Heat insulation material also used as form, and construction method to build concrete wall using it
JPS6013103B2 (en) Connection structure of external wall material for horizontal cladding
KR200145649Y1 (en) Insulation connecting structure
SU1071720A1 (en) Enclosure structure
JPS6355579B2 (en)
JP3220223B2 (en) Concrete wall construction method
JP2513873Y2 (en) Sound insulation panel