JP2002294896A - Heat insulation pc concrete board and manufacturing method therefor - Google Patents

Heat insulation pc concrete board and manufacturing method therefor

Info

Publication number
JP2002294896A
JP2002294896A JP2001092754A JP2001092754A JP2002294896A JP 2002294896 A JP2002294896 A JP 2002294896A JP 2001092754 A JP2001092754 A JP 2001092754A JP 2001092754 A JP2001092754 A JP 2001092754A JP 2002294896 A JP2002294896 A JP 2002294896A
Authority
JP
Japan
Prior art keywords
plate
board
heat insulating
concrete
insulating material
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
JP2001092754A
Other languages
Japanese (ja)
Other versions
JP4615752B2 (en
Inventor
Seiji Takeda
清二 竹田
Toshiyuki Yagi
敏行 八木
Kenji Doi
健二 土居
Toshio Mitsuda
寿雄 満田
Takamasa Sekiguchi
高正 関口
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.)
Fudo Tetra Corp
Emoto Kogyo KK
Original Assignee
Fudo Construction Co Ltd
Emoto Kogyo 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 Fudo Construction Co Ltd, Emoto Kogyo KK filed Critical Fudo Construction Co Ltd
Priority to JP2001092754A priority Critical patent/JP4615752B2/en
Publication of JP2002294896A publication Critical patent/JP2002294896A/en
Application granted granted Critical
Publication of JP4615752B2 publication Critical patent/JP4615752B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a PC concrete board having high dimensional accuracy and incorporating a heat insulating material and capable of preventing the occurrence of dew condensation because the heat insulating member is not compressed and a ventilation layer can be ensured on the whole face to provide a manufacturing method therefor. SOLUTION: This PC concrete board is constituted by laminating an external board PC board 1 arranging a seating device 9 having a height equal to a thickness of an external board and having a seat part on an inner side, the ventilation layer 2, the heat insulating material 3, a hole drilled board 6 for bonding the heat insulating material, and an internal board PC board 4 in this order, a connection device passing through hole 8 and a multifunctional hole 15 are formed in the hole drilled board 6, the external board PC board 1 and the internal boar PC board 4 are fixed by a connection device 5 passing through the connection device passing through hole 8, one end of the hole drilled board 6 is fixed to the multifunctional hole 15 of the hole drilled board, and the other end thereof passes through the heat insulating material 3 to abut a tip of a spacer bolt 7 protruding by a ventilation layer length 71 on the seat part 91 of the seating device 9.

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、外断熱を考慮した
共同住宅、病院等の建築物の壁、柱、梁などに取り付け
られる断熱PC(プレキャスト)コンクリート板及びそ
の製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a heat-insulated PC (precast) concrete plate to be attached to walls, columns, beams, and the like of buildings such as apartment houses and hospitals in consideration of external heat insulation, and a method of manufacturing the same.

【0002】[0002]

【従来の技術】冬場、壁がじっとり濡れる結露に悩まさ
れる住宅は多い。目に見えない壁内部の結露も、かびの
発生やアレルギーにつながるため、これらを防ぐための
外断熱工法が注目を集めている。住宅、病院等の建築物
の壁などをすっぽり断熱材で外側からくるむため、建物
を長持ちさせる効果がある。このような外断熱工法とし
て、予め工場で製造された断熱PC板を建物の壁等に取
り付ける技術が種々提案されている。
2. Description of the Related Art In winter, many homes suffer from dew condensation on their walls. Invisible condensation inside the walls leads to the occurrence of mold and allergies, so external insulation methods to prevent them are attracting attention. Since the walls of buildings such as houses and hospitals are completely wrapped from the outside with a heat insulating material, there is an effect that the buildings last longer. As such an external heat insulation method, various techniques have been proposed for attaching a heat-insulated PC board manufactured in advance to a wall of a building or the like.

【0003】従来、2層式断熱PC板は、通常、1層目
のコンクリートを打設した後、フレッシュコンクリート
の上に直接、溝付き断熱材を敷設して2層目のコンクリ
ートを打設している。これにより、建物の外板となるP
C板、通気層、断熱材、及び建物側に位置する内板とな
るPC板をこの順序で積層したものが形成される。
Conventionally, a two-layered heat-insulating PC board is usually provided with a first-layer concrete and then directly laying a grooved heat-insulating material on fresh concrete to cast a second-layer concrete. ing. As a result, P which becomes the outer panel of the building
A laminate of the C board, the ventilation layer, the heat insulating material, and the PC board serving as the inner board located on the building side is formed in this order.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
2層式断熱PC板の製造方法は、断熱材が2層目のコン
クリート打設の際に圧縮されるため、断熱層の性能が低
下する。また、溝により通気層は形成されるものの、部
分的であり、全面通気層には通気性の点で大きく劣る。
更に、断熱材の縮みにより2層目のコンクリートの厚み
が厚くなり易く、寸法精度の確保や重量管理が不十分と
なる。
However, in the conventional method for manufacturing a two-layer heat insulating PC board, the heat insulating material is compressed when the second layer of concrete is cast, so that the performance of the heat insulating layer deteriorates. Further, although the ventilation layer is formed by the groove, it is partial, and the ventilation layer is inferior in terms of air permeability to the entire ventilation layer.
Further, the thickness of the second layer of concrete tends to increase due to the shrinkage of the heat insulating material, and the dimensional accuracy and weight management become insufficient.

【0005】従って、本発明の目的は、断熱材が圧縮さ
れることがなく、且つ全面通気層を確保できるため、結
露が起こらない寸法精度の高い断熱PCコンクリート板
を提供するものであり、また、断熱材を圧縮することな
く、全面通気層を確保しながら、PC工場での作業を簡
略化でき、工期の短縮が可能な断熱PCコンクリート板
の製造方法を提供することである。
Accordingly, an object of the present invention is to provide a heat-insulating PC concrete plate having high dimensional accuracy with no dew condensation, since the heat-insulating material is not compressed and a ventilation layer can be secured on the entire surface. It is another object of the present invention to provide a method of manufacturing a heat-insulated PC concrete plate that can simplify the work in a PC factory and shorten the construction period while securing the entire ventilation layer without compressing the heat insulating material.

【0006】[0006]

【課題を解決するための手段】本発明は上記課題を解決
するものであって、高さが外板の厚みと同じで座部を内
側とする腰掛け具を配する外板プレキャストコンクリー
ト板、通気層、断熱材、断熱材を接着する穴空き板及び
内板プレキャストコンクリート板をこの順序で積層して
なり、前記穴空き板には、連結具貫通穴と多機能穴が形
成され、前記外板プレキャストコンクリート板と前記内
板プレキャストコンクリート板は前記連結貫通穴を通る
連結具で固定され、前記穴空き板は、該穴空き板の多機
能穴に一端が固定され、他端が断熱材を貫通して通気層
分が突出したスペーサーボルトの先端を前記腰掛け具の
座部に当接させることで設置される断熱PCコンクリー
ト板を提供するものである。この断熱PCコンクリート
板は穴空き板とスペーサーボルトで該穴空き板と外板P
C板との間に断熱材層と通気層を形成するため、断熱材
が圧縮されることがなく、安価で高性能の軟質断熱材を
使用することができ、且つ全面通気層を確保できるた
め、結露が起こらず、寸法精度も高い。また、外板と内
板の結合は4〜8個程度の連結具のみであり、ヒートブ
リッジによる熱損失を最小限にすることができる。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and comprises a precast concrete plate having a stool having a height equal to the thickness of the outer plate and having a seat portion on the inside. A layer, a heat insulating material, a perforated plate for adhering the heat insulating material and an inner plate precast concrete plate are laminated in this order, and the perforated plate is formed with a through hole and a multifunctional hole for a connector, and the outer plate The precast concrete plate and the inner plate precast concrete plate are fixed by a connecting tool passing through the connection through hole, and the perforated plate is fixed at one end to a multifunctional hole of the perforated plate and the other end penetrates the heat insulating material. The present invention provides an insulated PC concrete board that is installed by bringing the tip of a spacer bolt having a protruding ventilation layer into contact with the seat of the stool. This insulated PC concrete plate is made of perforated plate and outer plate P with perforated plate and spacer bolt.
Since the heat insulating material layer and the gas permeable layer are formed between the C plate and the heat insulating material, the heat insulating material is not compressed, a low-cost, high-performance soft heat insulating material can be used, and the entire air permeable layer can be secured. There is no condensation and dimensional accuracy is high. Also, the connection between the outer plate and the inner plate is only about 4 to 8 connecting members, and the heat loss due to the heat bridge can be minimized.

【0007】また、本発明は、上方が開放された箱状の
型枠の底部の所定位置に、腰掛け具、連結具及びメッシ
ュ状の外板壁筋を配置し、その後コンクリートの打設を
行い外板を形成する第1工程、第1工程で形成された外
板上に、予め、断熱材を外側の面に接着し、更に、断熱
材を貫通して通気層分が外側に突出したスペーサーボル
トを固定し、且つ連結具貫通穴を形成した穴空き板を、
前記連結具貫通穴に前記連結具を挿通しつつ、前記腰掛
け具の座部に前記スペーサーボルトの先端が当接するよ
うに配置する第2工程、前記穴空き板の上方の所定位置
にメッシュ状の内板壁筋を配置し、該メッシュ状の内板
壁筋と前記連結具を固定し、その後コンクリートの打設
を行い内板を形成する第3工程、を行う断熱PCコンク
リート板の製造方法を提供するものである。この方法に
よれば、予め、断熱材を接着した穴空き板を使用するた
め、製造工程を簡素化し、1日1サイクルの製造が可能
となり、製作コストを削減することができる。
Further, according to the present invention, a stool, a connector and a mesh-like outer plate wall are arranged at predetermined positions on the bottom of a box-shaped form having an open top, and then concrete is poured into the outer form. A first step of forming a plate, a heat insulating material is previously adhered to the outer surface on the outer plate formed in the first step, and further, a spacer bolt which penetrates the heat insulating material and has a ventilation layer projecting outward. , And a perforated plate with a connecting tool through hole formed,
A second step of arranging the connection tool so that the tip of the spacer bolt is in contact with the seat of the stool while passing the connection tool through the connection tool through-hole; A method for manufacturing a heat-insulated PC concrete plate, comprising: arranging an inner-plate wall streak, fixing the mesh-shaped inner-plate wall streak and the connector, and then performing a third step of forming an inner plate by pouring concrete. Things. According to this method, since a perforated plate to which a heat insulating material is bonded is used in advance, the manufacturing process can be simplified, manufacturing can be performed one cycle per day, and the manufacturing cost can be reduced.

【0008】[0008]

【発明の実施の形態】次に、本発明の実施の形態におけ
る断熱PCコンクリート板を図1〜図5を参照して説明
する。図1は本例の断熱PCコンクリート板の一部を切
り欠いて示す断面図、図2は腰掛け具の斜視図、図3は
断熱材が接着された穴空き板の裏面から見た斜視図、図
4は連結具の設置状態図、図5は吊り金具の分解斜視図
をそれぞれ示す。図1中、断熱PCコンクリート板10
は、高さが外板1の厚みと同じで座部91を内側とする
腰掛け具9を配する外板プレキャストコンクリート板
1、通気層2、断熱材3、断熱材3を接着する穴空き板
6及び内板プレキャストコンクリート板4をこの順序で
積層してなり、穴空き板6には、連結具貫通穴8と多機
能穴15が形成され、外板プレキャストコンクリート板
1と内板プレキャストコンクリート板4は連結貫通穴8
を通る連結具5で固定され、穴空き板6は、穴空き板6
の多機能穴15に固定され、断熱材3を貫通して通気層
分が突出したスペーサーボルト7の先端72を腰掛け具
9の座部91に当接させることで設置されるものであ
る。また、建物の外板となるPC板1の外側面には、必
要に応じて配置されるタイル等18が付設されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a heat-insulated PC concrete board according to an embodiment of the present invention will be described with reference to FIGS. FIG. 1 is a cross-sectional view showing a part of a heat-insulated PC concrete plate of the present embodiment, FIG. 2 is a perspective view of a stool, FIG. 3 is a perspective view of a perforated plate to which a heat insulating material is adhered, FIG. 4 is an installation state view of the connecting tool, and FIG. 5 is an exploded perspective view of the hanging fitting. In FIG. 1, a heat insulating PC concrete board 10
Is a perforated plate for adhering a precast concrete plate 1, a ventilation layer 2, a heat insulating material 3, and a heat insulating material 3 on which a stool 9 having the same height as the thickness of the outer plate 1 and having the seat portion 91 inside is arranged. 6 and the inner plate precast concrete plate 4 are laminated in this order. 4 is a connecting through hole 8
And the perforated plate 6 is
The spacer bolt 7 is fixed to the multifunctional hole 15 and is provided by abutting a tip end 72 of the spacer bolt 7, which penetrates the heat insulating material 3 and protrudes from the ventilation layer 3, to the seat portion 91 of the stool 9. On the outer surface of the PC board 1 serving as an outer panel of the building, tiles 18 and the like 18 arranged as needed are additionally provided.

【0009】腰掛け具9は板状の座部91と先端部に切
り欠きを設けて当接部を極力小さくした脚部92、92
からなるものであれば、特に制限されず、長椅子状や短
椅子状のものが組み合わせて使用される。腰掛け具9の
高さは外板PC板1の厚みと同じ寸法とし、外板PC板
1を打設する際の定規となるものであり、且つ後述する
穴空き板6を設置する際、スペーサーボルト7の先端7
2が当接する部分93を形成するものである。スペーサ
ーボルト7の先端が当接する部分は、本例では座部91
と、脚部92を接合するリベットの上面であるが、これ
に限定されず、座部91の上面ならいずれの箇所であっ
てもよい。
The stool 9 has a plate-shaped seat portion 91 and legs 92, 92 having notches at the front end to minimize the contact portion.
There is no particular limitation so long as it is composed of a lounge chair or a short chair. The height of the stool 9 is the same dimension as the thickness of the outer PC board 1 and serves as a ruler when the outer PC board 1 is cast. Tip 7 of bolt 7
2 forms a portion 93 in contact. In the present embodiment, the portion where the tip of the spacer bolt 7 contacts is the seat portion 91.
And the upper surface of the rivet for joining the leg portion 92, but is not limited to this, and may be any position on the upper surface of the seat portion 91.

【0010】穴空き板6は、平板に連結具5を遊嵌する
貫通穴8と、スペーサーボルト7や吊り金具16が固定
される多機能穴15を備え、ぞれぞれ複数個数備えるも
のである。穴空き板6の外側の面には断熱材3が接着剤
等で接着されると共に、多機能穴15に一端がナット締
めされ、他端が断熱材3を貫通して通気層分71が突出
したスペーサーボルト7が付設される。また、多機能穴
15には、後述する穴空き板6のレベルを調整するため
の吊り金具16が取り付けられていてもよい。吊り金具
16は例えば、図5に示すように、袋ナット部163を
付設した天板162と、先端に雄螺子を形成した棒部材
161からなり、穴空き板6の外側から袋ナット部16
3を多機能穴15に通し、穴空き板6の内側から棒部材
161を螺合にて固定されてなる。多機能穴15は、穴
空き板6に多数形成され、スペーサーボルト7や吊り金
具16が設置されない場合、該穴は内部からの湿気を逃
がす通気穴として機能し、更にコンクリートとの接着性
を高める機能を有する。スペーサーボルト7の設置数
は、適宜決定されるが、余り多すぎると、寸法精度は高
められるが、断熱効果が弱まり、余り少なすぎると、熱
損失は抑制できるものの、穴空き板6を支持する強度が
弱まり、吊り金具16を設置することになる。穴空き板
6の材質としては、特に制限されないが、モルタル板が
使用できる。
The perforated plate 6 is provided with a through hole 8 for loosely fitting the connecting member 5 to the flat plate, and a multifunctional hole 15 to which the spacer bolt 7 and the hanging metal member 16 are fixed. is there. The heat insulating material 3 is adhered to the outer surface of the perforated plate 6 with an adhesive or the like, one end of which is fastened to the multifunctional hole 15 with a nut, and the other end penetrates the heat insulating material 3 and the ventilation layer 71 protrudes. Spacer bolt 7 is attached. In addition, a hanging bracket 16 for adjusting a level of a perforated plate 6 described later may be attached to the multifunctional hole 15. For example, as shown in FIG. 5, the hanging bracket 16 includes a top plate 162 provided with a cap nut portion 163 and a rod member 161 having a male screw formed at the tip.
3 is passed through the multifunctional hole 15, and the bar member 161 is fixed from the inside of the perforated plate 6 by screwing. A large number of multifunctional holes 15 are formed in the perforated plate 6, and when the spacer bolts 7 and the hanging brackets 16 are not installed, the holes function as ventilation holes for escaping moisture from the inside, and further enhance the adhesion to concrete. Has functions. The number of spacer bolts 7 to be installed is determined as appropriate. If too large, the dimensional accuracy is increased, but the heat insulating effect is weakened. If too small, the heat loss can be suppressed, but the holed plate 6 is supported. The strength is reduced, and the hanging bracket 16 is installed. The material of the perforated plate 6 is not particularly limited, but a mortar plate can be used.

【0011】穴空き板6に一端が固定され、他端が断熱
材3を貫通して通気層分71が突出したスペーサーボル
ト7の先端を腰掛け具9の座部93に当接させること
で、断熱材3と外板PC板1間に通気層2が形成され
る。このような構造を採れば、断熱材が圧縮されること
がなく、安価で高性能の軟質断熱材を使用することがで
きる。また、外板PC板1と断熱材3の間はほぼ完全に
離間させた全面通気層を確保できるため、結露が起こら
ず、結露に起因するカビの発生に伴う外装材の汚損など
を防止することができる。更に、寸法精度も高くなる。
The distal end of the spacer bolt 7, one end of which is fixed to the perforated plate 6 and the other end of which penetrates the heat insulating material 3 and protrudes from the ventilation layer 71, is brought into contact with the seat 93 of the stool 9. The ventilation layer 2 is formed between the heat insulating material 3 and the outer PC board 1. With such a structure, the heat insulating material is not compressed, and a cheap and high-performance soft heat insulating material can be used. In addition, since the outer PC board 1 and the heat insulating material 3 can be provided with a substantially completely separated air-permeable layer, dew condensation does not occur and contamination of the exterior material due to generation of mold due to dew condensation is prevented. be able to. Further, the dimensional accuracy is increased.

【0012】連結具5は、穴空き板の貫通穴8を通っ
て、外板PC板1と内板PC板4をそれぞれ固定するも
のである。本例ではステンレス又は炭素繊維の中空角材
が使用され、外板PC板1内では予め連結具5に接合さ
れたアンカー筋17aとメッシュ状壁筋12が結束さ
れ、内板PC板4内で後付けアンカー筋17bとメッシ
ュ状壁筋13aが結束により固定されている。図1の断
熱PC板は、内板PC板4に厚みがあるため、2枚のメ
ッシュ状壁筋13a、13bを敷設しているが、アンカ
ー筋17bとの接合は他方のメッシュ状壁筋13bであ
ってもよい。また、連結具5の中空部はコンクリートで
あっても、断熱材であってもよいが、周りの断熱材3と
対応するレベルには断熱材を挿入したものが断熱効果を
高める点で好ましい。また、連結具5と穴空き板6の隙
間は、内周形状がほぼ連結具5の外周形状と同じ首巻き
型枠14で封止することが、コンクリート打設時のノロ
漏れを防止できる点で好ましい。また、連結具5の外側
端面には、モルタルスペーサ51を設置しておくこと
が、外部の熱が連結具5へ伝わることを防止できると共
に、耐火のためのかぶり厚さを確保できる点で好まし
い。
The connecting member 5 is for fixing the outer plate PC plate 1 and the inner plate PC plate 4 through the through hole 8 of the perforated plate. In this example, a hollow square member made of stainless steel or carbon fiber is used. In the outer plate PC board 1, the anchor bar 17a and the mesh-shaped wall bar 12 which have been joined to the connector 5 in advance are bound, and the inner bar PC bar 4 is retrofitted. Anchor bars 17b and mesh-shaped wall bars 13a are fixed by binding. In the heat-insulating PC board of FIG. 1, the inner PC board 4 has a thickness, so that two mesh-like wall reinforcements 13a and 13b are laid, but the joint with the anchor reinforcement 17b is connected to the other mesh-like wall reinforcement 13b. It may be. The hollow portion of the connecting member 5 may be made of concrete or heat insulating material, but it is preferable that a heat insulating material is inserted at a level corresponding to the surrounding heat insulating material 3 in order to enhance the heat insulating effect. In addition, the gap between the connecting member 5 and the holed plate 6 can be sealed with a neck-wound form frame 14 whose inner peripheral shape is substantially the same as the outer peripheral shape of the connecting member 5, thereby preventing spillage during concrete casting. Is preferred. It is preferable to provide a mortar spacer 51 on the outer end surface of the connecting tool 5 in order to prevent external heat from being transmitted to the connecting tool 5 and to secure a cover thickness for fire resistance. .

【0013】次に、本例の断熱PCコンクリート板の製
造方法について図を参照して説明する。本例の断熱PC
コンクリート板は次の第1工程から第3工程を実施する
ことで製造することができる。すなわち、第1工程は、
上方が開放された箱状の型枠11の底部の所定位置に、
腰掛け具9、連結具5及びメッシュ状の外板壁筋12を
配置し、その後コンクリートの打設を行い外板1を形成
する工程である。型枠11の底部への腰掛け具9の配置
は、例えば、図6に示すように、脚部92を底部に付け
縦方向に隙間無く並べ、これを所定の間隔で複数列配置
する形態のものが使用できる。該縦配列内に、連結具5
が入る場合には、当該連結具5のスペースを開けて配置
される。腰掛け具9とメッシュ状の外板壁筋12とが交
差する場合、メッシュ状の外板壁筋12を腰掛け具9の
下に潜り込ませる。連結具5は上方のアンカー筋17b
が外された状態でモルタルスペーサ51の上に設置さ
れ、下方で予め連結具5に接合されたアンカー筋17a
とメッシュ状の外板壁筋12とが結束される。コンクリ
ートの打設は、腰掛け具9の高さまで行われ、腰掛け具
9が一種の定規の役割を果たすことから、外板の正確な
厚さを確保することができる。従来、コンクリートの打
設後、蒸気養生を行いコンクリートの硬化を待って、次
工程に移っていたが、本例では穴空き板に固定されたス
ペーサボルトが腰掛け具と当接するため、コンクリート
が生乾きの状態であっても次工程に移れ、製作時間が一
層短縮できる。第1工程において、外板1の外側にタイ
ルを付設する場合、型枠11の底部に予めタイルを敷い
ておき、その後、腰掛け具9やメッシュ状の外板壁筋8
を配置すればよい。
Next, a method for manufacturing the heat-insulated PC concrete board of this embodiment will be described with reference to the drawings. Insulated PC of this example
The concrete plate can be manufactured by performing the following first to third steps. That is, the first step is
At a predetermined position on the bottom of the box-shaped form 11 whose upper side is open,
This is a step of arranging the stool 9, the connecting tool 5, and the mesh-like outer plate wall streaks 12 and then pouring concrete to form the outer plate 1. The arrangement of the stool 9 on the bottom of the formwork 11 is, for example, as shown in FIG. Can be used. In the vertical arrangement, a connecting device 5
Is placed, a space for the connecting tool 5 is opened. When the stool 9 intersects with the mesh-like outer wall 12, the mesh-like outer wall 12 is sunk under the stool 9. The connecting tool 5 is an upper anchor bar 17b.
Is installed on the mortar spacer 51 in a state where the anchor bars 17a are removed, and the anchor studs 17a which are previously joined to the connecting device 5 below are attached.
And the mesh-like outer panel wall streaks 12 are bound. The concrete is poured to the height of the stool 9 and the stool 9 plays a role of a ruler, so that an accurate thickness of the outer plate can be secured. Conventionally, after the concrete was cast, steam curing was performed and the concrete was hardened, and the process was moved to the next process.However, in this example, the spacer bolt fixed to the perforated plate was in contact with the stool, and the concrete was dried dry. Even in the state described above, the process can be shifted to the next step, and the manufacturing time can be further reduced. In the first step, when a tile is attached to the outside of the outer panel 1, the tile is laid in advance on the bottom of the form 11, and then the stool 9 and the mesh-shaped outer panel wall streaks 8 are provided.
Should be arranged.

【0014】第2工程は、第1工程で作成された外板1
上に、予め、断熱材3を外側の面に接着し、且つスペー
サーボルト7の一端を固定し、他端を突出させた穴空き
板6を、穴空き板6の連結具貫通穴8に連結具5を挿通
しつつ、腰掛け具9の座部91にスペーサーボルト7の
先端72が当接するように配置して、断熱材3と通気層
2を同時に形成する工程である。穴空き板6は、前述し
た通りのものが使用される。すなわち、穴空き板6の外
側の面には断熱材3が接着剤等で接着されると共に、多
機能穴15に一端がナット締めされ、他端が断熱材3を
貫通して通気層分71が突出したスペーサーボルト7が
付設される。このような構造を有する穴空き板6は型枠
の機能を奏するものであるが、スペーサーボルト7の支
持間隔が広い場合には、吊り金具16を用いて穴空き板
6を吊り上げ、コンクリート打設に伴う穴空き板6の撓
みを防止する。すなわち、断熱材3を接着する前に、吊
り金具16を多機能穴15に取り付け、スペーサーボル
ト7付き穴空き板6をセットした後、吊り金具16を型
枠の外の固定装置に留めればよい。次いで、穴空き板6
と連結具5の間に生じた隙間81を埋めるため、首巻き
型枠14を連結具5上方から入れ込んで設置する。首巻
き型枠14は矩形状の鍔であるため、そのままの設置で
よく、溶接などは不要である。
In the second step, the outer plate 1 made in the first step
On the upper side, the heat insulating material 3 is previously bonded to the outer surface, one end of the spacer bolt 7 is fixed, and the perforated plate 6 having the other end protruding is connected to the connector through hole 8 of the perforated plate 6. In this step, the heat insulating material 3 and the gas permeable layer 2 are formed at the same time by disposing the tip 5 of the spacer bolt 7 in contact with the seat portion 91 of the stool 9 while inserting the tool 5. The perforated plate 6 is as described above. That is, the heat insulating material 3 is adhered to the outer surface of the perforated plate 6 with an adhesive or the like, one end of the heat insulating material is fastened to the multifunctional hole 15 with a nut, and the other end penetrates the heat insulating material 3 and passes through the ventilation layer 71. A spacer bolt 7 projecting therefrom is provided. The perforated plate 6 having such a structure performs the function of a formwork. However, when the spacing between the spacer bolts 7 is wide, the perforated plate 6 is lifted using the hanging metal fittings 16 and concrete is poured. The bending of the holed plate 6 due to the above is prevented. That is, before attaching the heat insulating material 3, the hanging bracket 16 is attached to the multifunctional hole 15, the hole plate 6 with the spacer bolt 7 is set, and then the hanging bracket 16 is fixed to a fixing device outside the formwork. Good. Next, the perforated plate 6
In order to fill the gap 81 formed between the connecting tool 5 and the connecting tool 5, the neck winding formwork 14 is inserted from above the connecting tool 5 and installed. Since the neck-wound formwork 14 is a rectangular flange, it can be installed as it is, and welding or the like is unnecessary.

【0015】第3工程は、穴空き板6の上方の所定位置
にメッシュ状の内板壁筋13a、13bを配置し、メッ
シュ状の内板壁筋13aと連結具5を固定し、その後コ
ンクリートの打設を行い内板を形成する工程である。こ
の第3工程で、連結具5のアンカー筋17bを取付け、
このアンカー筋17bとメッシュ状の内板壁筋13aを
結束することにより、連結具5を固定する。連結具5の
上部アンカー筋17bは当初外してあるので、メッシュ
状の内板壁筋13a、13bの取付けが容易である。コ
ンクリートの打設後、蒸気養生を行うことが、硬化を促
進し製造時間を短縮できる点で好ましい。蒸気養生は型
枠11の上面をシートで覆い、コンクリート周りを蒸気
雰囲気に数時間保持するようにすればよい。最後に外板
PC板から突出する吊り金具の不要部分を切断する。
In the third step, the mesh-like inner plate wall reinforcements 13a and 13b are arranged at predetermined positions above the perforated plate 6, the mesh-like inner plate wall reinforcements 13a and the connector 5 are fixed, and then the concrete striking is performed. This is the step of forming the inner plate. In this third step, the anchor bar 17b of the connecting tool 5 is attached,
The connecting member 5 is fixed by binding the anchor bar 17b and the mesh-shaped inner plate wall bar 13a. Since the upper anchor bar 17b of the connecting tool 5 is initially removed, the attachment of the mesh-shaped inner plate wall bars 13a and 13b is easy. It is preferable to carry out steam curing after casting the concrete, since the curing can be accelerated and the production time can be shortened. The steam curing may be performed by covering the upper surface of the mold 11 with a sheet and keeping the surroundings of the concrete in a steam atmosphere for several hours. Finally, unnecessary portions of the hanging fittings protruding from the outer PC board are cut.

【0016】図7に外断熱用外壁断熱PCコンクリート
板の製作工程表を示すが、脱型から型枠のセットまで約
2時間弱かかり、外板PC板の製作で約4時間強かか
る。この外板PC板の製作工程では、別途並行して、穴
空き板にスペーサーボルト、吊り金具及び断熱材を付設
することができる。そして、次工程の内板PC板の製作
工程は約3時間半かかり、その後、翌朝まで養生工程が
入る。このように、断熱PCコンクリート板の製造は、
PC工場内で製造日数が1日と比較的簡易に且つ短期間
で行える。上記方法で製造された断熱PCコンクリート
板は、例えば、高さ及び幅寸法が共に、3〜4m の大き
さであり、これを複数製造し現場に搬入して、外断熱を
考慮した共同住宅、病院等の建築物の壁、柱、梁等に取
り付ける。
FIG. 7 shows a manufacturing process chart of the external wall heat insulating PC concrete board for external heat insulation. It takes about 2 hours from demolding to setting of the formwork, and about 4 hours or more for manufacturing the outer PC board. In the manufacturing process of the outer PC board, a spacer bolt, a suspension fitting, and a heat insulating material can be attached to the perforated plate separately in parallel. The next process of manufacturing the inner PC board takes about three and a half hours, and then the curing process is started until the next morning. Thus, the manufacture of insulated PC concrete boards
It can be performed relatively easily and in a short period of time within one day in a PC factory. The insulated PC concrete board manufactured by the above method has, for example, both a height and a width dimension of 3 to 4 m. Attach to walls, pillars, beams, etc. of buildings such as hospitals.

【0017】[0017]

【発明の効果】本発明の断熱PCコンクリート板は、穴
空き板とスペーサーボルトで該穴空き板と外板PC板と
の間に断熱材層と通気層を形成するため、断熱材が圧縮
されることがなく、安価で高性能の軟質断熱材を使用す
ることができ、且つ全面通気層を確保できるため、結露
が起こらなず、寸法精度も高い。また、外板と内板の結
合は連結具のみであり、ヒートブリッジによる熱損失を
最小限にすることができる。また、本発明の断熱PCコ
ンクリート板の製造方法によれば、予め、断熱材を接着
した穴空き板を使用するため、製造工程を簡素化し、1
日1サイクルの製造が可能となり、製作コストを削減す
ることができる。
According to the heat-insulating PC concrete plate of the present invention, the heat-insulating material is compressed because the heat-insulating material layer and the ventilation layer are formed between the hole-forming plate and the outer PC plate by the hole-forming plate and the spacer bolt. Inexpensive, high-performance soft heat insulating material can be used without any condensation, and a ventilation layer can be secured on the entire surface, so that dew condensation does not occur and dimensional accuracy is high. Further, the connection between the outer plate and the inner plate is made only by the connecting member, and heat loss due to the heat bridge can be minimized. Further, according to the method for manufacturing a heat-insulated PC concrete plate of the present invention, a perforated plate to which a heat insulating material is bonded is used in advance, so that the manufacturing process is simplified.
One cycle per day can be manufactured, and the manufacturing cost can be reduced.

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

【図1】本例の断熱PCコンクリート板の一部を切り欠
いて示す断面図である。
FIG. 1 is a cross-sectional view showing a part of a heat-insulated PC concrete board of the present embodiment, with a part cut away.

【図2】腰掛け具の斜視図である。FIG. 2 is a perspective view of a stool.

【図3】断熱材が接着された穴空き板の裏面から見た斜
視図である。
FIG. 3 is a perspective view seen from the back surface of a perforated plate to which a heat insulating material is adhered.

【図4】連結具の設置状態図である。FIG. 4 is an installation state diagram of a coupling tool.

【図5】吊り金具の分解斜視図である。FIG. 5 is an exploded perspective view of the hanging fitting.

【図6】枠体に腰掛け具を配置する状態を示した図であ
る。
FIG. 6 is a view showing a state in which a stool is arranged on a frame.

【図7】外断熱用外壁断熱PCコンクリート板の製作工
程表である。
FIG. 7 is a manufacturing process chart of an external heat insulating PC concrete board for external heat insulation.

【符号の説明】[Explanation of symbols]

1 外板であるPCコンクリート板 2 通気層 3 断熱材 4 内板であるPCコンクリート板 5 連結具 6 穴空き板 7 スペーサーボルト 8 貫通穴 9 腰掛け具 10 断熱PCコンクリート板 11 型枠 12 外板壁筋 13a、13b 内板壁筋 14 首巻き枠体 15 多機能穴 16 吊り金具 17 アンカー筋 18 タイル 71 スペーサーボルトの突出部(通気層
分) 72 スペーサーボルトの先端 91 座部
DESCRIPTION OF SYMBOLS 1 PC concrete board which is an outer board 2 Ventilation layer 3 Insulation material 4 PC concrete board which is an inner board 5 Connecting tool 6 Perforated board 7 Spacer bolt 8 Through hole 9 Stool 10 Insulated PC concrete board 11 Formwork 12 Outer board wall 13a, 13b Inner plate wall reinforcement 14 Neck winding frame 15 Multifunctional hole 16 Hanging bracket 17 Anchor reinforcement 18 Tile 71 Spacer bolt protrusion (for ventilation layer) 72 Spacer bolt tip 91 Seat

───────────────────────────────────────────────────── フロントページの続き (72)発明者 八木 敏行 千葉県千葉市美浜区高浜4−10−29−203 (72)発明者 土居 健二 大阪府豊中市上野東1−1−12 (72)発明者 満田 寿雄 茨城県猿島郡総和町駒羽根1080−5 (72)発明者 関口 高正 神奈川県川崎市中原区下沼辺1745 Fターム(参考) 2E001 DB02 DB05 DD01 DH12 DH23 FA01 FA02 FA03 GA12 GA18 GA29 GA32 GA42 GA66 HA04 HB02 HB03 HF11 KA01 2E162 BA02 BB10 CA08 CA11 CA38 CB16  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Toshiyuki Yagi 4-10-29-203 Takahama, Mihama-ku, Chiba-shi, Chiba (72) Inventor Kenji Doi 1-1-12 Ueno-Higashi, Toyonaka-shi, Osaka Person Toshio Mitsuda 1080-5 Komahane, Sawamachi, Sarushima-gun, Ibaraki Prefecture (72) Inventor Takamasa Sekiguchi 1745 Shimonumabe, Nakahara-ku, Kawasaki-shi, Kanagawa F-term (reference) 2E001 DB02 DB05 DD01 DH12 DH23 FA01 FA02 FA03 GA12 GA18 GA29 GA32 GA42 GA66 HA04 HB02 HB03 HF11 KA01 2E162 BA02 BB10 CA08 CA11 CA38 CB16

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 高さが外板の厚みと同じで座部を内側と
する腰掛け具を配する外板プレキャストコンクリート
板、通気層、断熱材、断熱材を接着する穴空き板及び内
板プレキャストコンクリート板をこの順序で積層してな
り、前記穴空き板には、連結具貫通穴と多機能穴が形成
され、前記外板プレキャストコンクリート板と前記内板
プレキャストコンクリート板は前記連結貫通穴を通る連
結具で固定され、前記穴空き板は、一端が該穴空き板の
多機能穴に固定され、他端が断熱材を貫通して通気層分
が突出したスペーサーボルトの先端を前記腰掛け具の座
部に当接させることで設置されることを特徴とする断熱
PCコンクリート板。
1. A precast concrete plate having a stool having the same height as the thickness of the outer plate and having a seat inside, a perforated layer, a heat insulating material, a perforated plate for bonding the heat insulating material, and a precast inner plate. Concrete plates are laminated in this order, and the perforated plate is formed with a through hole and a multifunctional hole in the connecting plate, and the outer precast concrete plate and the inner precast concrete plate pass through the connecting through hole. The perforated plate is fixed with a connector, and one end of the perforated plate is fixed to the multifunctional hole of the perforated plate, and the other end of the perforated plate is penetrated by a heat insulating material and the end of a spacer bolt protruding is attached to the perforated plate. A heat-insulated PC concrete board, which is installed by being brought into contact with a seat.
【請求項2】 前記連結具は中空の角材であり、前記外
板のプレキャストコンクリート板の壁筋と、前記内板の
プレキャストコンクリート板の壁筋に固定されることを
特徴とする請求項1記載の断熱PCコンクリート板。
2. The connecting member according to claim 1, wherein the connecting member is a hollow timber, and is fixed to a wall of a precast concrete plate of the outer plate and a wall of a precast concrete plate of the inner plate. Insulated PC concrete board.
【請求項3】 上方が開放された箱状の型枠の底部の所
定位置に、腰掛け具、連結具及びメッシュ状の外板壁筋
を配置し、その後コンクリートの打設を行い外板を形成
する第1工程、 第1工程で形成された外板上に、予め、断熱材を外側の
面に接着し、更に、断熱材を貫通して通気層分が外側に
突出したスペーサーボルトを固定し、且つ連結具貫通穴
を形成した穴空き板を、前記連結具貫通穴に前記連結具
を挿通しつつ、前記腰掛け具の座部に前記スペーサーボ
ルトの先端が当接するように配置する第2工程、 前記穴空き板の上方の所定位置にメッシュ状の内板壁筋
を配置し、該メッシュ状の内板壁筋と前記連結具を固定
し、その後コンクリートの打設を行い内板を形成する第
3工程、を行うことを特徴とする断熱PCコンクリート
板の製造方法。
3. A stool, a connector, and a mesh-like outer plate wall are arranged at predetermined positions on the bottom of a box-shaped formwork whose upper side is open, and then concrete is cast to form an outer plate. In the first step, on the outer plate formed in the first step, a heat insulating material is bonded in advance to an outer surface, and further, a spacer bolt which penetrates the heat insulating material and has a ventilation layer projecting outward is fixed. And a second step of arranging a perforated plate having a connector through-hole formed therein, such that a tip of the spacer bolt abuts on a seat of the stool while inserting the connector into the connector through-hole. A third step of arranging a mesh-like inner plate wall streak at a predetermined position above the perforated plate, fixing the mesh-like inner plate wall streak and the coupler, and then pouring concrete to form an inner plate; Production of a heat-insulated PC concrete plate characterized by performing Law.
【請求項4】 前記穴空き板に断熱材を接着する前に、
該穴空き板に吊り金具を該吊り金具の先端が内側に突出
するように固定しておき、前記第2工程の後に、前記吊
り金具を外部の固定装置に留め、次いで、第3工程を行
うことを特徴とする請求項3記載の断熱PCコンクリー
ト板の製造方法。
4. Before bonding a heat insulating material to the perforated plate,
A hanging bracket is fixed to the perforated plate so that the tip of the hanging bracket projects inward. After the second step, the hanging bracket is fixed to an external fixing device, and then a third step is performed. 4. The method for producing a heat-insulated PC concrete plate according to claim 3, wherein:
JP2001092754A 2001-03-28 2001-03-28 Insulated PC concrete board and manufacturing method thereof Expired - Lifetime JP4615752B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5128930B1 (en) * 1970-02-24 1976-08-23
JPS56131731A (en) * 1979-11-03 1981-10-15 Haeussler Ernst Reinforced concrete panel unit and method of producing same
JPH0525882A (en) * 1991-07-17 1993-02-02 Misawa Homes Co Ltd Lightweight aerated concrete panel fitted with tile, and manufacturing method thereof
JPH0718814A (en) * 1993-06-30 1995-01-20 Haseko Corp Exterior structure of building
JPH0732674Y2 (en) * 1988-10-12 1995-07-31 株式会社竹中工務店 External insulation joining device in a refrigerated warehouse
JPH08209825A (en) * 1995-02-06 1996-08-13 Masahiko Kanbayashi Outer wall panel for building and wall face construction method for building
JP2883994B2 (en) * 1990-03-12 1999-04-19 積水ハウス株式会社 Exterior wall panels
JP2000073516A (en) * 1998-09-02 2000-03-07 Emoto Kogyo Kk Facing material supporting hardware and outer wall structure for building
JP2000073515A (en) * 1998-08-31 2000-03-07 Emoto Kogyo Kk Facing material supporting hardware and outer wall structure for building
JP2002188222A (en) * 2000-12-21 2002-07-05 Okisou Kensetsu:Kk Pc concrete panel and manufacturing method therefor

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5128930B1 (en) * 1970-02-24 1976-08-23
JPS56131731A (en) * 1979-11-03 1981-10-15 Haeussler Ernst Reinforced concrete panel unit and method of producing same
JPH0732674Y2 (en) * 1988-10-12 1995-07-31 株式会社竹中工務店 External insulation joining device in a refrigerated warehouse
JP2883994B2 (en) * 1990-03-12 1999-04-19 積水ハウス株式会社 Exterior wall panels
JPH0525882A (en) * 1991-07-17 1993-02-02 Misawa Homes Co Ltd Lightweight aerated concrete panel fitted with tile, and manufacturing method thereof
JPH0718814A (en) * 1993-06-30 1995-01-20 Haseko Corp Exterior structure of building
JPH08209825A (en) * 1995-02-06 1996-08-13 Masahiko Kanbayashi Outer wall panel for building and wall face construction method for building
JP2000073515A (en) * 1998-08-31 2000-03-07 Emoto Kogyo Kk Facing material supporting hardware and outer wall structure for building
JP2000073516A (en) * 1998-09-02 2000-03-07 Emoto Kogyo Kk Facing material supporting hardware and outer wall structure for building
JP2002188222A (en) * 2000-12-21 2002-07-05 Okisou Kensetsu:Kk Pc concrete panel and manufacturing method therefor

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