JPH0213619Y2 - - Google Patents

Info

Publication number
JPH0213619Y2
JPH0213619Y2 JP17431585U JP17431585U JPH0213619Y2 JP H0213619 Y2 JPH0213619 Y2 JP H0213619Y2 JP 17431585 U JP17431585 U JP 17431585U JP 17431585 U JP17431585 U JP 17431585U JP H0213619 Y2 JPH0213619 Y2 JP H0213619Y2
Authority
JP
Japan
Prior art keywords
heat insulating
concrete
plate
reinforcing material
frame
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.)
Expired
Application number
JP17431585U
Other languages
Japanese (ja)
Other versions
JPS6282607U (en
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 filed Critical
Priority to JP17431585U priority Critical patent/JPH0213619Y2/ja
Publication of JPS6282607U publication Critical patent/JPS6282607U/ja
Application granted granted Critical
Publication of JPH0213619Y2 publication Critical patent/JPH0213619Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、コンクリート打設後における外装
仕上げ工事を不要とした外断熱壁体用コンクリー
ト打込み型枠に関する。
[Detailed Description of the Invention] [Industrial Field of Application] This invention relates to a concrete pouring formwork for externally insulating walls that eliminates the need for exterior finishing work after concrete is poured.

〔従来の技術〕[Conventional technology]

建築構造物の外壁の断熱化を図る方法として、
外壁の屋外側に断熱材を取付ける所謂外断熱工法
が、断熱材を室内側に取付ける所謂内断熱工法よ
り寒冷地に於いて効果が優れていることが知られ
ている。さらに断熱材と外装仕上材との間に通気
路を介在させ外気湿が上昇するとドラフトが働き
建物内部からの湿気を除去する外断熱工法も最近
実施されるようになり、その構造として、例えば
特開昭59−228547号公報に開示され且つ第4図に
示すようなものがある。
As a method of insulating the outer walls of building structures,
It is known that the so-called external insulation method, in which a heat insulating material is installed on the outdoor side of an exterior wall, is more effective in cold regions than the so-called internal insulation method, in which a heat insulating material is installed on the indoor side. Furthermore, an external insulation method has recently been implemented in which a ventilation passage is interposed between the insulation material and the exterior finishing material, and when the outside air humidity rises, a draft is generated to remove moisture from inside the building. There is one disclosed in Japanese Patent Publication No. 59-228547 and shown in FIG.

第4図において、1は室内仕上げ層、2はコン
クリート壁である躯体、3は断熱材で表面の凹凸
構造により、通気路3aが設けられている。4は
仕上げ下地材であつて有孔ボード等が用いられて
いる。5はシーラ及びモルタル下地であつて、6
はこの下地材に貼着されたタイル等の外装仕上げ
材である。以上の3,4,5,6の諸部材は一体
的に積層されて、コンクリート壁(躯体)2の打
設時に型枠としての機能を有するとともに、壁体
完成後には壁体の一部を構成するようになつてい
る。
In FIG. 4, 1 is an indoor finishing layer, 2 is a concrete wall frame, and 3 is a heat insulating material, which has an uneven structure on its surface to provide ventilation passages 3a. 4 is a finishing base material, and a perforated board or the like is used. 5 is a sealer and mortar base, and 6
is the exterior finishing material such as tiles attached to this base material. The above members 3, 4, 5, and 6 are integrally layered and function as formwork when concrete wall (framework) 2 is poured, and after the wall is completed, a part of the wall is It is now configured.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしながら、このような従来の壁体の構成で
は通気路を形成するのに断熱材又は仕上下地材の
少なくともいづれか一方の面に凹凸加工を施すか
又は通気路用部材を別途に挿入する等の必要が有
り、且つ型枠材として使用するにはコンクリート
打設時の側圧に耐える構造となつておらず、従つ
て型枠材として使用する時は壁体の外側を一般型
枠工事同様に縦端太、横端太等で補強する作業を
要し、さらにこれ等の作業のための足場を必要と
する等多くの資材、工期、費用を要した。
However, in such a conventional wall structure, in order to form a ventilation passage, it is necessary to process unevenness on at least one surface of the heat insulating material or the finished lining material, or to separately insert a member for the ventilation passage. In addition, when used as formwork material, the structure is not designed to withstand the lateral pressure during concrete pouring, so when used as formwork material, the outside of the wall must be placed at the vertical edge in the same way as in general formwork work. It required reinforcement work with thick and horizontal beams, and scaffolding was also required for this work, which required a lot of materials, construction time, and cost.

この考案はこのような従来の問題点に着目して
なされたもので、外部に取付ける縦端太、横端太
等の補強材に替え、格子状骨組構造の部材を壁体
構造に組込み補強材とすると共に、仕上げ下地材
としての機能を有せしめる等の手段を構ずること
によつて上記問題を解決する事を目的としてい
る。
This idea was created by focusing on these conventional problems, and instead of reinforcing materials such as vertical and horizontal beams that are attached externally, members of the lattice frame structure are incorporated into the wall structure. The purpose of the present invention is to solve the above-mentioned problems by providing means such as providing the material with a function as a finishing base material.

〔問題点を解決するための手段〕[Means for solving problems]

この考案は、外装仕上げ材を取付けた補強材
と、通気性を有する板状部材と、断熱材とを積層
して一体化し、また板状部材を補強材と断熱材と
の間に介装し、補強材は通気孔を設けた格子状骨
組によつて構成したコンクリート打込み型枠を提
供するものである。
This idea consists of laminating and integrating a reinforcing material to which exterior finishing material is attached, a plate-like member with air permeability, and a heat insulating material, and also interposing the plate-like member between the reinforcing material and the heat insulating material. , the reinforcing material provides a concrete pouring formwork constituted by a lattice framework provided with ventilation holes.

〔作用〕[Effect]

外装仕上材、補強材、板状部材、断熱材が積層
一体化された型枠となつているので、コンクリー
ト打設時には、打設によつて生じる大きな側圧は
先ず断熱材に負荷されるが、補強材との間に板状
部材が介装されているため断熱材が補強材の空間
部分に押し込まれて破損するごとき恐れはない。
従つてさほど剛性を有さない断熱材も使用出来
る。又補強材は格子状骨組となつているため、前
記側圧に対し充分対抗できる強度を有し外部に縦
端太、横端太等の補強を要せず外部の作業用足場
を必要としない。コンクリート硬化後は、打設コ
ンクリートと一体化され、更に補強材の骨組空間
は通気孔により連通しているため、外気温が上昇
するとドラフトが働き建物内部からの湿気を除去
する理想的な外断熱壁体となる。
Exterior finishing materials, reinforcing materials, plate-shaped members, and insulation materials are integrated into a laminated formwork, so when pouring concrete, the large lateral pressure generated by pouring is first applied to the insulation materials. Since the plate member is interposed between the reinforcing material and the reinforcing material, there is no risk that the heat insulating material will be pushed into the space of the reinforcing material and damaged.
Therefore, it is also possible to use heat insulating materials that are not very rigid. In addition, since the reinforcing material has a lattice-like frame, it has sufficient strength to withstand the lateral pressure, and does not require external reinforcement such as vertical end thickening or horizontal end thickening, and does not require an external scaffold for work. After the concrete has hardened, it is integrated with the poured concrete, and the frame space of the reinforcing material is communicated with ventilation holes, so when the outside temperature rises, a draft is activated to remove moisture from inside the building, making it an ideal external insulation. It becomes a wall.

〔実施例〕〔Example〕

以下この考案を図面に基づいて説明する。第1
〜3図はこの考案の一実施例を示す図である。
This invention will be explained below based on the drawings. 1st
Figures 1 to 3 are diagrams showing an embodiment of this invention.

先ず構成を説明すると、11は外装仕上げ材で
あつて、表面処理が施された鉄板によつて形成さ
れている。11aは後述の補強材へボルト止め又
は溶接等によつて取付けるための取付け用フラン
ジである。12は補強材であつて、軽量鉄骨を格
子状骨組に形成したものであり、またこの骨組を
形成する横方向部材には通気孔12aが多数穿設
されていて骨組内部の空間を連通している。13
は埋込み金具であつて、補強材12に固着されて
おり、先端にはカンザシ筋14が嵌挿されてい
て、この埋込み金具13がコンクリート中に埋込
まれたとき、その固定力を増大する。
First, the structure will be explained. Reference numeral 11 is an exterior finishing material, which is made of a surface-treated iron plate. Reference numeral 11a denotes a mounting flange for mounting to a reinforcing member, which will be described later, by bolting, welding, or the like. Reference numeral 12 is a reinforcing material, which is made of a lightweight steel frame formed into a lattice-like frame, and a number of ventilation holes 12a are bored in the horizontal members forming this frame to communicate the space inside the frame. There is. 13
is an embedded metal fitting, which is fixed to the reinforcing material 12, and has a barb 14 inserted into its tip, which increases the fixing force when this embedded metal fitting 13 is embedded in concrete.

15は板状部材であつて、通気性が極めて大き
く、かつ厚さ方向に所要の剛性を有するメツシユ
材で形成されている。16は断熱材であつて、コ
ンクリート打設時にせき板となる部材である。1
7はパツトであつてボルト18と螺合することに
より、板状部材15と断熱材16とを補強材12
に固定するとともに、セパレータ19とも逆ねじ
関係で螺合するようになつている。セパレータ1
9は断熱材16とせき板20との間の躯体21と
なるべき空間を保持するとともに、この空間にコ
ンクリートを打設したときに生じるコンクリート
の側圧を受けるせき板20を、縦横に設けた端太
材22を介して支持するようになつている。23
は横方向に設けられた端太材22を保持する押え
金具である。
Reference numeral 15 denotes a plate-like member, which is made of a mesh material that has extremely high air permeability and has the required rigidity in the thickness direction. Reference numeral 16 is a heat insulating material, which serves as a weir during concrete pouring. 1
Numeral 7 is a part which is screwed into the bolt 18 to connect the plate member 15 and the heat insulating material 16 to the reinforcing material 12.
In addition to being fixed to the separator 19, it is also screwed into the separator 19 in a reverse screw relationship. Separator 1
Reference numerals 9 and 9 refer to edges where the weir plates 20 are provided vertically and horizontally to hold the space between the heat insulating material 16 and the weir plate 20 to form the frame 21, and to receive the lateral pressure of the concrete that occurs when concrete is poured into this space. It is designed to be supported via a thick member 22. 23
is a presser metal fitting that holds the end piece 22 provided in the horizontal direction.

また、外装仕上げ材11は補強材12に固着さ
れ、板状部材15と断熱材16もパツト17とボ
ルト18によつて補強材12に緊結されて、これ
らの部品は一体として型枠10を構成としてい
る。従つて、この型枠10は単位面積を有するユ
ニツトとして工場生産することができる。
Furthermore, the exterior finishing material 11 is fixed to the reinforcing material 12, and the plate-like member 15 and the heat insulating material 16 are also fastened to the reinforcing material 12 with the parts 17 and bolts 18, and these parts integrally constitute the formwork 10. It is said that Therefore, this formwork 10 can be produced in a factory as a unit having a unit area.

次に作用を説明する。 Next, the effect will be explained.

ユニツト化された型枠10をクレーン等で吊持
して壁体構築位置に建込み、コンクリートを打設
すると、このコンクリートによつて形成される躯
体21部分にコンクリート打設中に生じる大きな
側圧は、先ず断熱材16に負荷されるが、補強材
12との間に板状部材15が介装されているた
め、断熱材16は補強材12の格子状空間部分に
落込むごとく破損するおそれはない。また補強材
12は剛性の大きい鉄骨によつて形成された骨組
となつているため、前記側圧によつて変形等を生
じない強度を有している。そしてコンクリートが
硬化すると、カンザシ筋14を取付けた埋込み金
具13は硬化コンクリート、すなわち躯体21中
に固定され、従つて型枠10と躯体21とは強固
に一体化して壁体を構成することになる。また、
外装仕上げ材11はすでにユニツトとして補強材
12に取付けられているため、従来例におけるよ
うな外装仕上げ工事は不要となる。
When the unitized formwork 10 is hoisted by a crane or the like and placed at the wall construction position and concrete is poured, the large lateral pressure generated during concrete pouring on the frame 21 formed by this concrete is , the load is applied to the insulation material 16 first, but since the plate member 15 is interposed between the reinforcement material 12 and the insulation material 16, there is no risk of the insulation material 16 falling into the lattice-shaped space of the reinforcement material 12 and being damaged. do not have. Further, since the reinforcing member 12 is a frame formed of a steel frame with high rigidity, it has a strength that does not cause deformation etc. due to the lateral pressure. When the concrete hardens, the embedded metal fittings 13 to which the Kanzashi reinforcement 14 is attached are fixed in the hardened concrete, that is, the frame 21, and the formwork 10 and the frame 21 are thus firmly integrated to form a wall. . Also,
Since the exterior finishing material 11 is already attached to the reinforcing material 12 as a unit, there is no need for exterior finishing work as in the conventional example.

さらに、補強材12の格子状骨組の空間は通気
孔12aによつて連通しているため、外界から熱
を受けると空間内の空気は流動し、室内の湿気は
通気性の大きい板状部材15を透過して前記補強
材12内部から外気へ放散される。なお、外装仕
上げ材は金属板に限らず、合成樹脂板や石綿板等
であつてもよい。
Furthermore, since the spaces in the lattice-like frame of the reinforcing member 12 are communicated through the ventilation holes 12a, when heat is received from the outside world, the air in the space flows, and indoor moisture is removed from the highly breathable plate-like member 12a. and is emitted from inside the reinforcing material 12 to the outside air. Note that the exterior finishing material is not limited to a metal plate, and may be a synthetic resin plate, an asbestos plate, or the like.

〔考案の効果〕[Effect of idea]

以上説明したように、この考案によればその構
成を、外装仕上げ材を取付けた補強材と、通気性
を有する板状部材と、断熱材とを積層して一体化
し、さらに板状部材は補強材と断熱材との間に介
装し、補強材は通気孔を設けた格子状骨組によつ
て構成した外断熱壁体用コンクリート打込み型枠
としたために、躯体コンクリート打設時の側圧に
対し剛性の大きい型枠を形成しているので、建物
外側の端太材等による補強を必要とせず、また従
来例のように躯体コンクリート硬化後の外装仕上
げ工事が不要なことから外部作業足場を組む必要
がなく、従つて工期及び工事費を大幅に低減でき
ることと、補強材が格子状骨組であるため、この
骨組内部の空気層が大きいことから室内の湿気の
放散効果及び断熱効果が大きい等の効果が得られ
る。
As explained above, according to this invention, the structure is integrated by laminating the reinforcing material to which the exterior finishing material is attached, the breathable plate-like member, and the heat insulating material, and the plate-like member is further reinforced. The reinforcing material is a concrete pouring form for the external insulation wall, which is made of a lattice frame with ventilation holes, which is interposed between the concrete and the insulation material, so that it can withstand the lateral pressure when concrete is poured into the frame. Because it forms a highly rigid formwork, there is no need for reinforcement with thick timbers on the outside of the building, and there is no need to perform exterior finishing work after the concrete has hardened as in conventional methods, so external work scaffolding can be erected. This method eliminates the need for this, and can therefore significantly reduce construction time and construction costs.Since the reinforcing material is a lattice frame, the air layer inside this frame is large, which has a large indoor moisture dissipation effect and a great heat insulation effect. Effects can be obtained.

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

第1図は本考案に係る実施例の側面図、第2図
は第1図におけるA部拡大断面図、第3図は実施
例の一部破断斜視図、第4図は従来例の部分断面
図である。 10……型枠、11……外装仕上げ材、12…
…補強材、12a……通気孔、15……板状部
材、16……断熱材。
Fig. 1 is a side view of the embodiment according to the present invention, Fig. 2 is an enlarged cross-sectional view of section A in Fig. 1, Fig. 3 is a partially cutaway perspective view of the embodiment, and Fig. 4 is a partial cross-section of the conventional example. It is a diagram. 10... Formwork, 11... Exterior finishing material, 12...
...Reinforcing material, 12a...Vent hole, 15...Plate member, 16...Insulating material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 外装仕上げ材を取付けた補強材と、通気性を有
する板状部材と、断熱材とを積層して一体化した
コンクリート打込み型枠であつて、前記板状部材
は前記補強材と断熱材との間に介装し、前記補強
材は通気孔を設けた格子状骨組によつて構成した
ことを特徴とする外断熱壁体用コンクリート打込
み型枠。
A concrete pouring formwork that is integrated by laminating a reinforcing material to which an exterior finishing material is attached, a plate-like member having air permeability, and a heat insulating material, wherein the plate-like member is a layer between the reinforcing material and the heat insulating material. 1. A concrete pouring form for an external heat insulating wall, characterized in that the reinforcing material is constituted by a lattice-like frame provided with ventilation holes.
JP17431585U 1985-11-13 1985-11-13 Expired JPH0213619Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17431585U JPH0213619Y2 (en) 1985-11-13 1985-11-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17431585U JPH0213619Y2 (en) 1985-11-13 1985-11-13

Publications (2)

Publication Number Publication Date
JPS6282607U JPS6282607U (en) 1987-05-26
JPH0213619Y2 true JPH0213619Y2 (en) 1990-04-16

Family

ID=31112583

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17431585U Expired JPH0213619Y2 (en) 1985-11-13 1985-11-13

Country Status (1)

Country Link
JP (1) JPH0213619Y2 (en)

Also Published As

Publication number Publication date
JPS6282607U (en) 1987-05-26

Similar Documents

Publication Publication Date Title
CN103635640B (en) Wall system
JP3017911B2 (en) Steel plate concrete structure building and its construction method
US4702058A (en) Thermal structural wall panel
JPH0213619Y2 (en)
JP2010112090A (en) Connection member and connection method without requiring temporary member
JPH07259243A (en) Extrusion-molded cement plate with built-in framework for panel construction method and manufacture thereof
JP3054359B2 (en) Reinforcement method of existing columns in multi-story buildings
CN112227530B (en) Connecting system and connecting method for precast concrete superposed foundation and steel column
JP4247482B2 (en) Floor structure
JP4163329B2 (en) Building units and unit buildings
WO2002018725A1 (en) Crux-bar concrete structure
JPH07238610A (en) Joining method for precast concrete members
JP7470243B1 (en) Composite beams and methods for constructing composite beams
JP4018000B2 (en) Construction method of unit type building
KR102450378B1 (en) Reinforcement method of existing building pillars
JPS6128809Y2 (en)
JPS6310035Y2 (en)
JPH05272186A (en) Composite mold for wall
JPS6024803Y2 (en) ALC panel for load-bearing walls
JPH05133001A (en) Driver structure
JPH0280754A (en) Heat-insulating structure of parapet section in roof slab of concrete building
JPH05272187A (en) Construction method for wall
JP3999647B2 (en) Reinforced structure of the protruding floor
JPH0742272A (en) Wall panel structure
JPH0426568Y2 (en)