JP2002242329A - Externally heat insulating method and building - Google Patents
Externally heat insulating method and buildingInfo
- Publication number
- JP2002242329A JP2002242329A JP2001044557A JP2001044557A JP2002242329A JP 2002242329 A JP2002242329 A JP 2002242329A JP 2001044557 A JP2001044557 A JP 2001044557A JP 2001044557 A JP2001044557 A JP 2001044557A JP 2002242329 A JP2002242329 A JP 2002242329A
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- ribs
- wire mesh
- lath
- rib
- 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
Links
Landscapes
- Building Environments (AREA)
- Finishing Walls (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は木造軸組建築物の塗
り壁又は塗装仕上の外断熱の施工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 method for applying external heat insulation to a painted wall or a painted finish of a wooden frame building.
【0002】[0002]
【従来の技術】木造の枠組壁工法の建築物において、枠
組壁の合板に発泡プラスチックス断熱ボードを接着後、
該断熱ボードにガラスネットを積層し、該ガラスネット
をファスナーで構造躯体に固定後、表面にモルタルを塗
布することによって木造枠組壁工法建築物に外断熱を施
すとともに、外装をモルタル仕上する方法が行なわれて
いる。また木造軸組建築物においては、構造躯体に発泡
プラスチックス断熱ボードを設け、その上にケイ酸カル
シウムやセメントボード等の無機質ボードや合板等の剛
性の板状物を貼重し、外表面をモルタル仕上げまたは塗
装仕上げが行なわれている。2. Description of the Related Art In a wooden framed wall construction method, after bonding a foamed plastic insulation board to a plywood of a framed wall,
A method of laminating a glass net on the heat insulating board, fixing the glass net to a structural frame with a fastener, applying external heat to the wooden framed wall construction by applying mortar to the surface, and finishing the exterior with mortar. Is being done. In a wooden frame building, a foamed plastics insulation board is provided on the structural body, and a rigid plate such as an inorganic board such as calcium silicate or cement board or a plywood is laminated thereon. Mortar or paint finish.
【0003】[0003]
【発明が解決しようとする課題】モルタル仕上げを行な
う場合は、モルタルが単独かまたは下地材と共に風圧、
耐震、衝撃、防火、水密性及び耐久性などの外壁として
の要件を充足しなければならない。木造枠組壁工法の建
築物においては発泡プラスチックス断熱ボードに合板を
裏打ち的に接着し強度補強することによって発泡プラス
チックス断熱ボードの欠点である曲げ弾性率を改善し、
風の正圧や負圧、衝撃及び耐震性などに耐える高い機械
的強度を付与している。また発泡プラスチックス断熱ボ
ードの表面にガラスネットを全面に積重し、且つファス
ナーで構造躯体に固着させ、その上にモルタルを塗布す
ることによって、モルタルの乾燥や温度変化及び熱によ
る伸縮に起因するヒビ割れを防止している。一方木造軸
組建築物に対しては、枠組壁工法と異なり、発泡プラス
チックス断熱ボードを構造躯体に直接設けるが、該断熱
ボードの表面には無機質ボードや合板等の外壁下地材と
しての物性を有する下地材を貼重する。発泡プラスチッ
クス断熱ボードに外壁に必要な機械的強度を要求せず、
該外壁下地材の表面にモルタルルや塗装での仕上を行っ
ている。また該外壁下地材の無機質ボードや合板の接合
部には、該外壁下地材の熱、温度または含水等による伸
縮による損傷を防止する目的で該接合部には目地を設
け、目地部にコーキング処理後に塗装による外装仕上を
行なっている。なお該板状物にモルタルを塗布する場合
はモルタルや目地部でのヒビ割れ防止のためにガラスネ
ットを該外壁下地材に積重して、モルタル塗布施工が行
なわれている。木造枠組壁工法や木造軸組工法のいずれ
においてもプラスチックス断熱ボードを外断熱工法に使
用する場合は該断熱ボードの内側に合板等の剛性を有す
る板状物を設けるか、又は外側にプラスチックス断熱ボ
ードに機械強度を要求しなくてもよい外壁下地材の貼重
が必要である。When performing mortar finishing, the mortar alone or together with the base material is subjected to wind pressure,
Outer wall requirements such as earthquake resistance, impact, fire protection, water tightness and durability must be met. In the wooden frame wall construction method, the bending elastic modulus, which is a drawback of the foamed plastics insulation board, is improved by bonding the plywood back to the foamed plastics insulation board and reinforcing the strength.
High mechanical strength to withstand wind positive pressure and negative pressure, shock and earthquake resistance. In addition, by stacking a glass net on the entire surface of the foamed plastic insulation board and fixing it to the structural body with a fastener, and applying mortar on it, it is caused by drying and temperature change of the mortar and expansion and contraction due to heat Prevents cracking. On the other hand, for a wooden framed building, unlike the framed wall method, a foamed plastic insulation board is directly provided on the structural body, but the surface of the insulation board has properties as an outer wall base material such as an inorganic board or plywood. Laminate the underlying material. Without requiring the mechanical strength required for the outer wall of the foam plastic insulation board,
The surface of the outer wall base material is finished with mortar or paint. In addition, joints are provided at the joints of the inorganic board and the plywood of the outer wall base material in order to prevent damage due to expansion and contraction of the outer wall base material due to heat, temperature, water content, etc., and the joint is provided with a caulking treatment. Later, exterior finishing by painting is performed. When applying mortar to the plate-like material, mortar is applied by stacking glass nets on the outer wall base material to prevent cracks at the mortar and joints. When using the plastic insulation board for the external insulation construction method in either the wooden frame wall construction method or the wooden frame construction method, a rigid plate-like material such as plywood is provided inside the heat insulation board, or the plastics insulation board is provided outside. It is necessary to bond the outer wall base material which does not require mechanical strength to the heat insulating board.
【0004】従って本発明の課題は木造軸組建築物で発
泡プラスチックス断熱ボードで外断熱工法を行なう場合
に、該断熱ボードの機械的強度を補う裏打ち機能の合板
貼りや断熱外側に剛性を有する外壁下地材を貼重しない
で、本来の木造軸組構造を簡便に外断熱施工を行ないな
がら、外壁としての機械的強度、優れた防火性能、外部
環境の変化や火炎などの高熱でもヒビ割れの無い耐久性
及び薄く且つ軽量の外壁としてのモルタル塗布施工とす
る方法である。Accordingly, an object of the present invention is to provide a plywood with a backing function for supplementing the mechanical strength of a heat insulating board when performing an external heat insulating method using a foamed plastic heat insulating board in a wooden frame building, and to have rigidity on the outside of the heat insulating board. The outer wall base material is not attached, and the original wooden frame structure is easily heat-insulated, while maintaining the mechanical strength of the outer wall, excellent fire protection performance, and cracking even in high heat such as changes in the external environment and flames. This is a method of applying mortar as a thin and lightweight outer wall without durability.
【0005】[0005]
【課題を解決するための手段】木造軸組建築物の軸組の
外側に発泡プラスチックス断熱ボードを設け、リブ付き
金網を構造躯体にビスにて固着する。なおリブ付き金網
とは金網にリブを所定の間隔で付けたものであり、一体
成形されたリブ付きラスも含まれる。該リブ付き金網に
モルタルを塗布する。本発明に記載のモルタルは水、セ
メント及び骨材の混合物又は該混合物に合成高分子を混
合した樹脂モルタル等が含まれる。これによって簡便に
木造軸組建築物を外断熱を施しながら外壁としてのモル
タル仕上が可能である。発泡プラスチック断熱ボードは
ポリスチレン、ウレタン、フェノールまたはポリエチレ
ンやポリプロピレンなどの発泡プラスチックス等を用い
る。該発泡プラスチックスボードの圧縮強度は0.5k
g/平方センチメートル以上が好ましい。これより小さ
い発泡プラスチックス断熱ボードを用いると、リブ付き
金網を貼重した時に、該リブ付き金網は発泡プラスチッ
クス断熱ボードに埋没することがあり、モルタル施工に
おいてモルタルが該金網と該断熱ボードとの隙間に充填
されず該金網がモルタルの機械的強度の向上やひび割れ
防止に機能しなくなる。図1は金網にリブを所定の間隔
で溶接したものである。図2はラスと金網が一体製造さ
れたもので、所定の間隔でリブがラス面から凸型に突き
出た構造となったものを使用する。なお該リブ付き金網
はリブが発泡プラスチックス断熱ボードに直接接するよ
うに施工することによって金網と該断熱ボードとの間に
間隙を設ける。該施工法によってリブ付き金網がモルタ
ル又は樹脂モルタルの中で偏芯が少なく施工することが
出来る。該リブ付き金網の金網部がモルタル又は樹脂モ
ルタルの中に埋設することによって、モルタルが火炎な
どによる高熱に晒されたり、外部温度の変化や含水及び
乾燥による伸縮や地震などの振動によるヒビ割れ防止を
行なうことが出来る。構造躯体に固着された該リブ付き
金網のリブ部がモルタルまたは樹脂モルタルが外壁とし
て対風圧や外部からの対衝撃に必要な曲げ弾性率の向上
や構造躯体からの引張り脱離防止のための機能を担って
いる。リブとラスが一体成形されるリブ付きラスでリブ
の曲げに対する機械的強度が不足する時は該リブの凹部
に金棒を嵌めこみ構造躯体に取りつけることによってリ
ブ付きラスの機械的強度を高めることが出来る。Means for Solving the Problems A foamed plastics heat insulating board is provided outside the frame of a wooden frame building, and a wire mesh with ribs is fixed to the structural frame with screws. The ribbed wire mesh is formed by attaching ribs to a wire mesh at a predetermined interval, and includes a rib with a integrally formed rib. Mortar is applied to the ribbed wire mesh. The mortar according to the present invention includes a mixture of water, cement and aggregate, or a resin mortar obtained by mixing a synthetic polymer with the mixture. This makes it possible to easily finish the mortar as the outer wall while providing external insulation to the wooden frame building easily. The foamed plastic insulation board uses foamed plastics such as polystyrene, urethane, phenol, or polyethylene or polypropylene. The compressive strength of the foam plastic board is 0.5k
g / square centimeter or more is preferred. If a foamed plastics insulation board smaller than this is used, the ribbed wire mesh may be buried in the foamed plastics insulation board when laminating the wire mesh with ribs, and in the mortar construction, the mortar is formed by the metal mesh and the insulation board. And the wire mesh does not function to improve the mechanical strength of the mortar or to prevent cracking. FIG. 1 shows a wire mesh with ribs welded at predetermined intervals. FIG. 2 shows an example in which a lath and a wire mesh are integrally manufactured, and a structure in which ribs protrude from the lath surface at predetermined intervals in a convex shape is used. The ribbed wire mesh is provided such that the rib is in direct contact with the foamed plastics heat insulating board to provide a gap between the wire mesh and the heat insulating board. By this construction method, the ribbed wire mesh can be constructed with less eccentricity in mortar or resin mortar. By embedding the wire mesh of the wire mesh with ribs in a mortar or a resin mortar, the mortar is exposed to high heat due to a flame, etc. Can be performed. The rib portion of the ribbed wire mesh fixed to the structural frame is a mortar or a resin mortar serving as an outer wall to improve the flexural modulus required for wind pressure or external impact, and to prevent pull-off from the structural frame. Is responsible for. When the mechanical strength against bending of the rib is insufficient with the rib with a rib in which the rib and the lath are integrally formed, the mechanical strength of the rib with the rib can be increased by fitting a metal rod into the concave portion of the rib and attaching it to the structural frame. I can do it.
【0006】木造軸組構造体に発泡プラスチックス断熱
ボードを直接設け、リブ付き金網のリブが水平方向にな
るように該断熱ボードに積重し、且つリブは連続したも
のを用い、その接合部は柱または間柱において接合す
る。これにモルタルを塗布することによって、発泡プラ
スチックス断熱ボードとリブ付き金網及びモルタルを一
体化させた複合構造部とすることが出来る。この複合構
造部は曲げ弾性率が大きくなり外壁材としての必要な要
件が充足する。かかる手段によって構造躯体への外断熱
施工と外壁としてのモルタル仕上げを完成させることが
出来る。A heat insulating board made of foamed plastics is provided directly on a wooden frame structure, and the heat insulating board is stacked on the heat insulating board so that the ribs of the metal mesh with ribs are oriented in the horizontal direction. Join at the posts or studs. By applying mortar to this, a composite structure in which the foamed plastic insulation board, the wire mesh with ribs and the mortar are integrated can be obtained. This composite structure has a large flexural modulus and satisfies the necessary requirements for the outer wall material. By such means, it is possible to complete the external insulation work on the structural frame and the mortar finish as the external wall.
【0007】モルタルに塗装処理にて外装仕上げが完成
であるが、モルタルの上にタイル塗装をする場合は該リ
ブ付き金網のリブを外側にして断熱材に貼重する。リブ
の一部が目視できる程度に金網にモルタルを塗布する。
該リブをタイル貼りの水平ガイドとするとともに、モル
タル塗布直後にタイルを貼り、モルタルに埋設すること
によって、タイルがリブによって支持され、タイルのダ
レや落下を防止することができるためにタイル施工が簡
単に効率良く施工ができる。The exterior finish of the mortar is completed by a coating process, but when the mortar is to be tile-coated, the mortar is laminated on a heat insulating material with the ribs of the ribbed wire mesh outside. Apply mortar to the wire mesh so that a part of the rib is visible.
The ribs are used as horizontal guides for applying tiles, and tiles are applied immediately after mortar application and buried in the mortar, so that the tiles are supported by the ribs, and it is possible to prevent the tile from dripping or falling. Easy and efficient construction.
【0008】[0008]
【発明の実施の形態】木造軸組建築物の構造躯体の柱に
発泡プラスチックス断熱ボードを該断熱ボードの接合部
が柱又は間柱になるように設け、その上にリブ付き金網
をリブが断熱ボード側になるように重ね、該リブをビス
を用いて該断熱ボードを介して構造躯体に固着させる。
これによって該断熱ボードと金網との間にリブの高さ分
の3〜10mm程度の空隙ができ、モルタルまたは樹脂
モルタルで金網を埋設し易くなる。リブ付き金網は金網
に金属リブを溶接したものである。リブ付きラスはラス
製作時に所定の間隔でラスに凸状のリブを加工する。該
リブ部は網構造でなく鋼板部を折板加工で製作し機械的
強度を高めた構造とする。金網またはラスの網目の形状
は菱形、矩形などでサイズは網目の相当面積が1平方セ
ンチメートル以上3平方センチメートル以下のもを使用
する。金網の厚みは0.3mmから0.7mmであるが
特に限定するものではない。リブの曲げ強度は発泡プラ
スチックス断熱ボードの厚み及びリブ付き金網に塗布す
るモルタルの厚みによるが、発泡プラスチックス断熱ボ
ードに該リブ付き金網を埋設してモルタルが塗布された
複合構造物のリブ方向の曲げ強度がJISA1414
「建築用構成材(パネル)及びその構成部分の性能試験
方法」で曲げ破壊荷重が800kg/平方メートル以上
になるものであれば良い。リブ付きラスはラスとリブが
同じ鋼板で一体成形されるのでリブ強度が不足するとき
はリブの凹部に金棒を嵌めることでリブ強度の補強を行
なう。BEST MODE FOR CARRYING OUT THE INVENTION A foamed plastic insulation board is provided on a pillar of a structural frame of a wooden frame building so that a joint portion of the insulation board becomes a pillar or a stud. The ribs are stacked on the board side, and the ribs are fixed to the structural body via the heat insulating board using screws.
As a result, a gap of about 3 to 10 mm corresponding to the height of the rib is formed between the heat insulating board and the wire mesh, and the wire mesh is easily buried with mortar or resin mortar. The ribbed wire mesh is obtained by welding metal ribs to the wire mesh. For the ribbed lath, ribs that are convex on the lath are machined at predetermined intervals when the lath is manufactured. The ribs are not of a net structure but of a structure in which a steel plate is manufactured by folding plate processing to increase the mechanical strength. The shape of the wire mesh or lath is rhombic, rectangular, or the like, and the size of the mesh has an equivalent area of 1 square centimeter or more and 3 square centimeters or less. The thickness of the wire mesh is 0.3 mm to 0.7 mm, but is not particularly limited. The flexural strength of the rib depends on the thickness of the foamed plastic insulation board and the thickness of the mortar applied to the ribbed wire mesh, but the rib direction of the composite structure in which the ribbed wire mesh is embedded in the foamed plastic insulation board and the mortar is applied. Flexural strength of JISA1414
Any material may be used as long as it has a bending fracture load of 800 kg / m 2 or more in the “test method for performance of building components (panels) and its components”. Since the lath with ribs and the ribs are integrally formed of the same steel plate, when the rib strength is insufficient, the rib strength is reinforced by fitting a metal rod into the recess of the rib.
【0009】リブ付きラスの場合該ラスの隣接する該ラ
スとの接合部はリブの凹部を重て接合すると強度が向上
する。モルタルは下塗りと上塗りを行なう。下塗りはリ
ブ付き金網またはラスが埋設する程度の厚みで上塗りは
外壁としての強度が確保できる厚みとする。下塗りと上
塗りの合計が7mm以上とする。In the case of a lath with ribs, the strength of the joint between the lath and the adjacent lath is improved by overlapping the concave portion of the rib with the lath. The mortar is undercoated and overcoated. The undercoat is thick enough to embed a wire mesh or lath with ribs, and the overcoat is thick enough to secure the strength of the outer wall. The total of the undercoat and the overcoat is 7 mm or more.
【0010】[0010]
【実施例1】木造軸組の躯体に厚み50mmの発泡ポリ
スチレンボードを釘にて取りつけた。10mm×27m
mの45度の菱形の網目を持つラスに幅75mm間隔で、
断面形状が上辺3mm、ラス側6mm、高さ5mmの台
形のリブを有するリブ付きラスをリブを該断熱ボードに
接するようにして100mmの長さのネジにてリブ部か
ら構造躯体に締着した。ネジの水平間隔は455mmで
縦間隔は225mmであったあ。これにモルタルを全面
に塗布した。モルタルの厚みは10mmであった。なお
本実施になる断熱ボード及びリブ付きラスのモルタル複
合構造体のJISA1414による曲げ破壊強度は12
00kg/平方メートルであった。Example 1 A foamed polystyrene board having a thickness of 50 mm was attached to a wooden frame by nails. 10mm x 27m
m on a lath with a 45-degree diamond-shaped mesh at intervals of 75 mm,
A rib with a rib having a trapezoidal rib having a cross section of 3 mm on the upper side, 6 mm on the lath side, and 5 mm in height was fastened from the rib portion to the structural body with a 100 mm long screw so that the rib was in contact with the heat insulating board. . The horizontal spacing of the screws was 455 mm and the vertical spacing was 225 mm. Mortar was applied to the entire surface. The thickness of the mortar was 10 mm. The flexural fracture strength of the mortar composite structure of the heat insulating board and the lath with a rib according to JIS A1414 is 12 in this embodiment.
It was 00 kg / square meter.
【0011】[0011]
【実施例2】実施例1においてリブ付きラスのリブを外
(表)側にして断熱材の上に貼重した。モルタルをリブ
の表面が目視できる程度に塗布した。裏面に蟻足のある
タイルをリブ間に埋設させた。タイルの目地部に目地モ
ルタルを充填して、タイル外装仕上で外断熱施工を行な
った。Example 2 In Example 1, the lath with the ribs was laminated on the heat insulating material with the ribs on the outside (front) side. Mortar was applied so that the surface of the rib could be visually observed. Tiles with dovetails on the back were buried between the ribs. The joint part of the tile was filled with joint mortar, and the exterior insulation work was performed by tile exterior finishing.
【0012】[0012]
【発明の効果】本発明になる施工法によって伝統的木造
軸組建築物に対し、簡便に外断熱の施工が出来る。従来
の柱の間に断熱材を装填する内断熱工法では壁内結露が
問題となるが、外断熱施工によって壁内結露が発生せず
住宅の耐久性が飛躍的に高まる。またリブ付き金網を発
泡プラスチックス断熱ボードに積重し、モルタル塗布を
行なうので施工が簡便で、且つ金網入りモルタルなので
モルタルの強度や寿命が高まる。リブの無い場合には断
熱ボードの内側に対風圧や対衝撃性の確保に合板施工が
必要であったが、リブ付き金網を使用することによっ
て、合板施工が必要でない施工法が可能になった。従来
のタイル施工に比べてタイル施工の効率が飛躍的に向上
した。According to the construction method according to the present invention, external insulation can be easily constructed on a traditional wooden frame building. In the conventional inner heat insulation method of loading a heat insulating material between pillars, dew condensation in the wall becomes a problem. However, dew condensation in the wall does not occur due to the outer heat insulation construction, and the durability of the house is dramatically increased. Further, since the wire mesh with ribs is stacked on the foamed plastics heat insulation board and mortar is applied, the construction is simple, and the strength and life of the mortar are increased because the mortar contains a wire mesh. In the absence of ribs, plywood construction was necessary inside the insulation board to ensure wind resistance and impact resistance, but using a wire mesh with ribs enabled construction methods that did not require plywood construction. . The efficiency of tile construction has dramatically improved compared to conventional tile construction.
【図1】リブ付き金網の斜視図FIG. 1 is a perspective view of a wire mesh with ribs.
【図2】リブ付きラスの断面図FIG. 2 is a sectional view of a rib with a rib.
【図3】リブ間に埋設されたタイル外装仕上げの外断熱
の構成図FIG. 3 is a configuration diagram of external heat insulation of a tile exterior finish buried between ribs.
1:金網 2:リブ 3:ラス 4:タイル 5:断熱材 1: wire mesh 2: rib 3: lath 4: tile 5: thermal insulation
Claims (3)
泡プラスチックス断熱ボードを設け、該断熱ボードにリ
ブ付き金網を積層且つ構造躯体に固定し、該リブ付き金
網にモルタルを塗布する木造軸組建築物の外断熱施工方
法1. A wooden structure in which a foamed plastic insulation board is provided from the outside of a structural frame of a wooden frame building, a wire mesh with ribs is laminated on the heat insulating board and fixed to the structural frame, and mortar is applied to the wire mesh with ribs. External insulation construction method for framed buildings
タルにタイルを貼ることを特徴とする木造軸組建築物の
外断熱施工方法2. A method according to claim 1, wherein tiles are attached to the mortar along the ribs.
Priority Applications (1)
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JP2001044557A JP2002242329A (en) | 2001-02-21 | 2001-02-21 | Externally heat insulating method and building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001044557A JP2002242329A (en) | 2001-02-21 | 2001-02-21 | Externally heat insulating method and building |
Publications (1)
Publication Number | Publication Date |
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JP2002242329A true JP2002242329A (en) | 2002-08-28 |
Family
ID=18906530
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JP2001044557A Pending JP2002242329A (en) | 2001-02-21 | 2001-02-21 | Externally heat insulating method and building |
Country Status (1)
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JP (1) | JP2002242329A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5514926B1 (en) * | 2013-02-26 | 2014-06-04 | 丸七ホーム株式会社 | Foundation insulation and insulation foundation structure |
CN105714962A (en) * | 2016-02-07 | 2016-06-29 | 天津鑫德源特能源科技发展有限公司 | External wall system of cast-in-situ prefabricated dismantling-free integral assembling heat-preservation external formwork and construction method |
CN105714961A (en) * | 2016-02-07 | 2016-06-29 | 天津鑫德源特能源科技发展有限公司 | Cast-in-situ dismantling-free assembling-type heat-preservation external formwork assembly, external wall structure and construction method |
CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
-
2001
- 2001-02-21 JP JP2001044557A patent/JP2002242329A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5514926B1 (en) * | 2013-02-26 | 2014-06-04 | 丸七ホーム株式会社 | Foundation insulation and insulation foundation structure |
CN105714962A (en) * | 2016-02-07 | 2016-06-29 | 天津鑫德源特能源科技发展有限公司 | External wall system of cast-in-situ prefabricated dismantling-free integral assembling heat-preservation external formwork and construction method |
CN105714961A (en) * | 2016-02-07 | 2016-06-29 | 天津鑫德源特能源科技发展有限公司 | Cast-in-situ dismantling-free assembling-type heat-preservation external formwork assembly, external wall structure and construction method |
CN105714962B (en) * | 2016-02-07 | 2018-03-27 | 天津鑫德源特能源科技发展有限公司 | The cast-in-place external wall system and construction method for building prefabricated overall assembling insulation exterior sheathing free of demolition |
CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
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