JP3397751B2 - Building structural walls - Google Patents
Building structural wallsInfo
- Publication number
- JP3397751B2 JP3397751B2 JP2000179932A JP2000179932A JP3397751B2 JP 3397751 B2 JP3397751 B2 JP 3397751B2 JP 2000179932 A JP2000179932 A JP 2000179932A JP 2000179932 A JP2000179932 A JP 2000179932A JP 3397751 B2 JP3397751 B2 JP 3397751B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- wall
- wall body
- heat insulating
- flat plate
- 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 - Fee Related
Links
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建物、特に鉄骨造
建物に用いる構造用壁体に関するものであり、中低層用
鉄骨造建物にあって柱、梁、桁、ブレースを不要とし、
併せて外断熱構造の建物を構築するための新規な構造用
壁体を提供するものであり、建築分野に属する発明であ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural wall body used in a building, particularly a steel frame building, which does not require columns, beams, girders, and braces in a low-rise steel frame building,
At the same time, the invention provides a novel structural wall body for constructing a building having an outer insulation structure, and is an invention belonging to the field of construction.
【0002】[0002]
【従来の技術】〔従来例1(図14,15)〕図14及
び15に示すものは、波形鋼板を壁板に用い、断熱材の
付与及び施工の省力化を目的として提案されたものであ
り、特開平11−229490号として開示されたもの
である。即ち、通常の建築工法に従って、土台、柱、
梁、桁、床、屋根等の順序により構築するものであっ
て、壁体としては壁用折板70を、床板としても床用折
板80を採用するものである。2. Description of the Related Art [Prior Art 1 (FIGS. 14 and 15)] FIGS. 14 and 15 use a corrugated steel plate as a wall plate and have been proposed for the purpose of providing a heat insulating material and saving labor in construction. And is disclosed as Japanese Patent Laid-Open No. 11-229490. That is, the foundation, pillars,
It is constructed in the order of beams, girders, floors, roofs, etc., and the wall folding plate 70 is used as the wall body, and the floor folding plate 80 is also used as the floor plate.
【0003】壁用折板70は、コンクリート基礎B上に
接合金具50を取付け、該金具50上に壁用折板70と
同一形状に折曲した立ち上り片53を図14(A)の如
く固定し、立ち上り片53に壁用折板70の下端をボル
ト締着して立設し、壁用折板70の上端には、図14
(B)の如き、壁用折板接合金具61及び床用折板受金
具66を周面に固定した梁60を固定し、該梁60を介
して順次上階の床用折板80及び壁用折板70を図15
(A)の如く固定して鉄骨造建物の躯体を構築するもの
である。The wall folding plate 70 has a joining metal fitting 50 mounted on a concrete foundation B, and a rising piece 53 bent into the same shape as the wall folding plate 70 is fixed on the metal fitting 50 as shown in FIG. 14 (A). Then, the lower end of the wall folding plate 70 is bolted to the rising piece 53 so as to stand upright.
As shown in (B), the beam 60 having the wall folding plate joining metal fitting 61 and the floor folding plate receiving metal fitting 66 fixed to the peripheral surface is fixed, and the floor folding plate 80 and the wall on the upper floor are sequentially inserted through the beam 60. The folding plate 70 is shown in FIG.
It is fixed as shown in (A) to construct the frame of a steel frame building.
【0004】また、壁用折板70には、予め適所に注入
孔71を配置しておき、壁用折板70の内外両面には適
所に注入孔73を備えた構造用平板72を建設現場で固
定施工した後、平板72の注入孔73から断熱材74を
注入し、該断熱材74を折板70の注入孔71を介して
3層構造の壁体内へ充填するものである。即ち、壁体
は、現場施工によってまず壁用折板70を立設し、次い
で図15(B)の如く構造用平板72を壁用折板の両面
に固定し、3層構造壁体を形成し、断熱材74を壁体内
へ充填施工して壁構造材を構築した後、壁構造材に外装
材及び内装材を取付けるものである。In addition, on the wall folding plate 70, injection holes 71 are previously arranged at appropriate places, and on both inner and outer surfaces of the wall folding plate 70, structural flat plates 72 having injection holes 73 at appropriate places are constructed. After the fixing work is carried out with, the heat insulating material 74 is injected from the injection hole 73 of the flat plate 72, and the heat insulating material 74 is filled into the wall body of the three-layer structure through the injection hole 71 of the folding plate 70. That is, as for the wall body, the wall folding plate 70 is first erected by site construction, and then the structural flat plates 72 are fixed to both sides of the wall folding plate as shown in FIG. 15B to form a three-layer structure wall body. Then, after the heat insulating material 74 is filled into the wall body to construct the wall structure material, the exterior material and the interior material are attached to the wall structure material.
【0005】〔従来例2(図16)〕図16に示す如
く、コンクリート構造体の打設用の型枠として、1側に
は慣用の手法で型板としてのセキ板を縦端太(たてパ
タ)及び横端太で配設し、他側には縦端太兼用下地材と
しての合成木を埋設した型枠兼用断熱材を型板として横
パタ(端太)により配設し、セキ板と断熱材との間にコ
ンクリートを注入打設し、型枠を取外した後に、断熱材
と一体化したコンクリート壁を構成し、合成木は建物仕
上時の下地材として使用するものである。即ち、下地材
としての合成木と一体化した型枠兼用断熱材のみを壁構
成用の一部材として予めパネルとして製作しておき、現
場施工として断熱材にコンクリート壁を一体化成形する
ものである。[Conventional Example 2 (FIG. 16)] As shown in FIG. 16, as a formwork for placing a concrete structure, on one side, a vertical plate is used as a formboard by a conventional method. On the other side, and on the other side, a heat insulating material that also serves as a formwork and is embedded with synthetic wood as a base material that also serves as a vertical edge is placed as a template with a horizontal pattern (edge thick). Concrete is poured between the plate and the heat insulating material, the formwork is removed, and then the concrete wall is integrated with the heat insulating material. The synthetic wood is used as a base material for finishing the building. That is, only a heat insulating material that also serves as a formwork, which is integrated with a synthetic wood as a base material, is previously manufactured as a panel as one member for wall construction, and a concrete wall is integrally molded with the heat insulating material as an on-site construction. .
【0006】[0006]
【発明が解決しようとする課題】上述の従来例1にあっ
ては、壁体の配置に際しては、壁用折板70、構造用平
板72は共に現場に搬入後に壁体として組立てる必要が
あり、その現場組立てにあっても、立ち上り片53、接
合金具61が小部材且つ折板70との精密な取付けのた
め煩雑で手間のかかる作業である。In the above-mentioned conventional example 1, when arranging the wall body, it is necessary to assemble the wall folding plate 70 and the structural flat plate 72 together as a wall body after carrying them into the site. Even in the on-site assembly, the rising piece 53 and the joint fitting 61 are small members and are complicated and time-consuming work for precise attachment to the folding plate 70.
【0007】また、3層構造壁体内への断熱材の充填は
困難な作業であって、全面均質充填は不可能に近く、発
泡性合成樹脂の充填では発泡圧による変形、破損に対処
する特別な保護手段を併用する必要があり、また無機質
断熱材の注入にあっては断熱材が壁体内に分散するよう
に壁用折板70の注入孔71は大径且つ多数穿孔する必
要があり、注入孔71,73の穿孔によって壁体の強度
低下を招来する。従って、断熱材を備えた壁の施工は、
均質な断熱機能の付与が殆んど不可能であるにかかわら
ず、壁体の強度低下を伴い、且つ手間のかかる困難な現
場作業である上に、施工壁体には更に外装材、内装材を
固定する必要があり、現場に搬入する建材及び工具が多
く、現場作業が多くて煩雑であり、施工能率が悪い。Further, it is difficult to fill the heat insulating material into the three-layer structure wall body, and it is almost impossible to fill the entire surface homogeneously. The filling of the expandable synthetic resin is a special measure for dealing with deformation and damage due to foaming pressure. It is necessary to use various protective means together, and in the case of injecting the inorganic heat insulating material, the injection hole 71 of the wall folding plate 70 needs to have a large diameter and a large number of holes so that the heat insulating material is dispersed in the wall body. The perforation of the injection holes 71 and 73 causes a decrease in the strength of the wall body. Therefore, the construction of a wall with insulation is
Although it is almost impossible to provide a uniform heat insulating function, it is a difficult and difficult site work that involves a decrease in the strength of the wall body, and the construction wall body also has exterior and interior materials. Need to be fixed, there are many building materials and tools to be carried to the site, many site operations are complicated, and construction efficiency is poor.
【0008】また、上述の従来例2にあっては、壁体は
現場施工により形成されるコンクリート壁であって、工
場生産不能のものである。勿論、下地材を埋設した型枠
兼用断熱材のみは工場生産可能、且つ運搬可能なパネル
であるが、それ自体壁パネルではなく、単に現場での壁
コンクリート打設時に型枠として利用するものである。
従って、コンクリート壁以外の壁の形成が不可能である
ばかりでなく、壁体の形成は、現場施工でしか出来な
く、壁体のパネル化は不可能である。Further, in the above-mentioned conventional example 2, the wall body is a concrete wall formed by on-site construction and cannot be manufactured in a factory. Of course, only the heat insulating material that also serves as a mold with embedded base material is a panel that can be produced at the factory and can be transported, but it is not a wall panel itself, but it is simply used as a mold when pouring wall concrete on site. is there.
Therefore, not only the wall other than the concrete wall cannot be formed, but also the wall can be formed only on-site construction, and the wall cannot be formed into a panel.
【0009】本発明は、柱、梁、桁、ブレース不要の鉄
骨造建物の構築が可能な構造用壁体をパネル化して工場
生産可能とし、柱及び筋違い機能を備えた十分な強度を
有すると共に、外断熱機能をも具備し、且つ建物仕上時
の外装材の下地材をも一体化した、或いは外装材自体も
一体化した複合パネルとしての新規、且つ画期的な構造
用壁体を提供し、特に低層鉄骨造建物の分野に於いて、
工場作業比率を高めて建築の合理化、効率化を達成する
と共に、外断熱構造で遮音、吸音性が高くて住環境に優
れた建物の提供をも可能として従来の問題を一挙に解決
するものである。According to the present invention, columns, beams, girders, structural walls capable of constructing a steel frame building without braces can be panelized for factory production, and have sufficient strength with columns and bracing functions. Provides a new and epoch-making structural wall body as a composite panel that also has an external heat insulation function and also integrates the base material of the exterior material when finishing the building or the exterior material itself However, especially in the field of low-rise steel building,
The ratio of factory work can be increased to achieve rationalization and efficiency of construction, and at the same time, it is possible to provide a building with an external heat insulation structure that has high sound insulation and sound absorption properties and is excellent in the living environment. is there.
【0010】[0010]
【課題を解決するための手段及び作用】第一の発明は、
例えば図1に示す如く、1枚の薄鋼板を断面略波形に折
曲して見掛け厚W1で垂直応力F1及び水平応力F2に
耐える形態に構造用の壁板1を形成し、底板7B,8B
及び側板7S,8Sを備えた断面コ字状の形鋼から成る
上下枠7,8を壁板1の上下端に嵌着して壁板1の折曲
により形成された内外側突出部4,5と上下枠の各内外
側板7S,8Sとを固着一体化すると共に、外側面には
胴縁等の下地材3を適所に埋設露出させた断熱材2の層
を一体化固定した建物の構造用壁体である(請求項
1)。[Means and Actions for Solving the Problems] The first invention is
For example, as shown in FIG. 1, one thin steel plate is bent into a substantially corrugated cross section to form a structural wall plate 1 in a shape that can withstand vertical stress F 1 and horizontal stress F 2 with an apparent thickness W 1 , and a bottom plate. 7 B , 8 B
And the side plate 7 S, inner and outer protrusion formed by folding of the wall plate 1 is fitted to the upper and lower ends of the wall plate 1 the upper and lower frames 7,8 consisting of a U-shaped cross section shape steel having a 8 S 4, 5 and the inner and outer side plates 7 S , 8 S of the upper and lower frames are fixedly integrated with each other, and a layer of the heat insulating material 2 in which the base material 3 such as a furring strip is buried and exposed in a proper position is integrally fixed on the outer side surface. It is a structural wall of a building (claim 1).
【0011】尚、「見掛け厚W1」は、薄鋼板の肉厚及び
壁板1の高さL1と共に、抗座屈力、即ち垂直荷重F1に
耐える強度、に影響を与える重要な要素であり、薄鋼板
が同一肉厚であれば見掛け厚W1を大きくすれば抗座屈
力が大となり、見掛け厚W1が同一であれば肉厚を大と
すれば抗座屈力が大となるので、2階建用の壁体10と
4階建用の壁体10とでは、見掛け厚W1が同一の下で
は薄鋼板の肉厚の選定により対処可能である。The “apparent thickness W 1 ” is an important factor that affects the anti-buckling force, that is, the strength to withstand the vertical load F 1 , together with the wall thickness of the thin steel plate and the height L 1 of the wall plate 1. If the thin steel sheets have the same thickness, the anti-buckling force becomes large if the apparent thickness W 1 is large, and if the apparent thickness W 1 is the same, the anti-buckling force becomes large. Therefore, it is possible to deal with the two-story wall body 10 and the four-story wall body 10 by selecting the wall thickness of the thin steel plate under the same apparent thickness W 1 .
【0012】また、壁板1の「断面略波形」の意は、図1
の如き内外側突出部が平面板状の台形に屈曲したものの
みならず、垂直応力F1及び水平応力F2に耐える形態に
折曲した広義の波形の意である。また、「断熱材2」は、
慣用の断熱材を広く意味し、下地材3を表面が露出した
形態に強固に埋設保持出来る断熱材であれば良い。ま
た、断熱材2の層の「一体化固定」は、別工程で下地材3
を埋設固定した既成形の層の止着固定をも含むものであ
る。また、「下地材3」の意は、図1のヨコ胴縁に限らず
タテ胴縁をも含む意であり、建物の仕上工程での外壁材
や胴縁等を取付けるためのものである。また、下地材3
の「埋設露出」の意は、下地材3の内面が壁板1に当接し
ているものも、下地材3が断熱材中に浮遊形態に固定さ
れているものも埋設に含み、下地材表面3Fが断熱材と
面一のものも、断熱材から突出したものも、或いは表面
から明確に目視出来る実質的に露出に相当するものをも
広く露出に含む意である。Further, the meaning of "a substantially corrugated section" of the wall plate 1 is as shown in FIG.
It means not only that the inner and outer protruding portions are bent in a trapezoidal shape like a flat plate, but also a broadly defined waveform that is bent in a form that can withstand the vertical stress F 1 and the horizontal stress F 2 . In addition, "insulation material 2"
It means a commonly used heat insulating material, and may be any heat insulating material that can firmly hold the base material 3 by embedding it in a form in which the surface is exposed. In addition, the “integrated fixing” of the layers of the heat insulating material 2 is performed in a separate process from the base material 3
It also includes fixing and fixing of the already formed layer in which is embedded and fixed. Further, the "base material 3" is intended to include not only the horizontal furring strips in FIG. 1 but also the vertical furring strips, and is for attaching outer wall materials, furring strips, etc. in the finishing process of the building. Also, the base material 3
The meaning of "exposing under the ground" includes the one in which the inner surface of the base material 3 is in contact with the wall plate 1 and the one in which the base material 3 is fixed in a floating state in the heat insulating material. 3F is intended to include a wide range of exposures, including those that are flush with the heat insulating material, those that protrude from the heat insulating material, and those that substantially correspond to the exposure that can be clearly seen from the surface.
【0013】従って、請求項1の発明にあっては、壁体
10は建物の床から壁体10に伝達される垂直応力
F1,及び壁面に作用する引張り圧縮等の水平応力F2に
耐える強度を有するため、柱、梁、桁、ブレースを用い
ない鉄骨造建物の構造材として採用可能であり、しかも
各種応力F1,F2に耐える壁板1が薄鋼板の折曲により
形成されているため、壁体10自体が比較的軽量とな
り、鉄骨造建物の鋼材使用量が節約出来ると共に、建物
自体の軽量化も達成出来る。Therefore, in the first aspect of the invention, the wall body 10 withstands the vertical stress F 1 transmitted from the floor of the building to the wall body 10 and the horizontal stress F 2 acting on the wall surface such as tensile compression. Since it has strength, it can be used as a structural material for steel-framed buildings without using columns, beams, girders, and braces, and the wall plate 1 that can withstand various stresses F 1 and F 2 is formed by bending thin steel plates. Since the wall body 10 itself is relatively lightweight, the amount of steel used in the steel frame building can be saved and the weight of the building itself can be reduced.
【0014】更に、パネルとしての壁体10は、外側面
に断熱材2の層を有しているため、現場での建物の外断
熱構造の施工が省略出来、しかも、下地材3は、均質、
高精度に形成された断熱材層に埋設され、且つ露出して
いるため、外装材の取付けが容易であると共に、取付け
た外装材から下地材を介した壁板への熱橋も阻止出来る
完全な外断熱外壁の形成も可能となる。また、下地材3
が壁体10の外面に一体的に存在するため、サイディン
グ等の外壁材の取付けが容易であり、パネルとしての壁
体10が断熱材及び下地材を具備しているため、建築部
材数の減少、及び建築工数の減少が達成出来、建築の合
理化が達成出来る。Further, the wall body 10 as a panel has an outer surface.
Since it has a layer of the heat insulating material 2, the construction of the outer heat insulating structure of the building at the site can be omitted, and the base material 3 is homogeneous,
It is embedded in the heat insulation layer formed with high precision and exposed.
Therefore, it is easy to attach the exterior material and
It is also possible to form a complete outer insulation outer wall that can prevent a thermal bridge from the exterior material to the wall plate through the base material. Also, the base material 3
Since the wall body 10 is integrally present on the outer surface of the wall body 10, it is easy to attach an outer wall material such as siding, and since the wall body 10 as a panel includes a heat insulating material and a base material, the number of building members is reduced. And, the number of construction man-hours can be reduced, and the rationalization of construction can be achieved.
【0015】また、壁板1の内側突出部4,4間に形成
された凹部10Zは、吸音断熱材Gの充填に利用出来、
結局、外断熱構造で吸音性に富む建物の建築が容易とな
る。その上、薄鋼板の折曲加工から断熱材2の付与ま
で、壁体10の製作は全て工場内で規格品パネルとして
製作可能であるため、均質な壁体10の製造、保管が容
易となり、建物の設計から完工までの建築管理システム
(系統)が合理化出来る。The recess 10 Z formed between the inner protruding portions 4 and 4 of the wall plate 1 can be used for filling the sound absorbing and heat insulating material G,
As a result, it becomes easy to construct a building having an external heat insulating structure and being rich in sound absorption. In addition, since the wall body 10 can be manufactured as a standard product panel in the factory from the bending process of the thin steel plate to the provision of the heat insulating material 2, it is easy to manufacture and store the homogeneous wall body 10, The building management system (system) from the design of the building to the completion can be rationalized.
【0016】また、断熱材2には、ポリウレタン等の合
成樹脂発泡体を採用し、発泡凝固接着力によって断熱材
を壁板1と一体化固定するのが好ましい(請求項2)。
この場合は、慣用の型成形手段によって壁板1の外側表
面形状に左右されることなく強固均質な固定が可能であ
り、下地材3の埋設露出形態での配置も、下地材3の表
面3Fを成形型に設置して断熱材2を発泡成形するだけ
で達成出来、パネル化した壁体10の製作が合理化出
来、均質且つ高品質な規格品としての壁体10の工場生
産が容易となる。Further, it is preferable that a synthetic resin foam such as polyurethane is adopted as the heat insulating material 2, and the heat insulating material is integrally fixed to the wall plate 1 by the foam coagulation adhesive force (claim 2).
In this case, it is possible to firmly and uniformly fix the wall plate 1 by the conventional molding means without being influenced by the outer surface shape of the wall plate 1, and the base material 3 can be disposed in the embedded exposed form even if the surface 3 of the base material 3 is exposed. This can be achieved simply by installing F in the mold and foam-molding the heat insulating material 2, and it is possible to rationalize the production of the panelized wall body 10, facilitating the factory production of the wall body 10 as a uniform product of high quality. Become.
【0017】第2の発明は、例えば図12に示す如く、
1枚の薄鋼板を断面略波形に折曲して見掛け厚W1で垂
直応力F1及び水平応力F2に耐える形態に構造用の壁
板1を形成し、底板7B,8B及び側板7S,8Sを備
えた断面コ字状の形鋼から成る上下枠7,8を壁板1の
上下端に嵌着して壁板1の折曲により形成された内外側
突出部4,5と上下枠の各内外側板7S,8Sとを固着
一体化すると共に、外側面には外装材40を外面に積層
固着した断熱材2の層を一体化固定した建物の構造用壁
体である(請求項3)。The second invention is, for example, as shown in FIG.
The structural wall plate 1 is formed in such a manner that one thin steel plate is bent into a substantially corrugated cross section to withstand the vertical stress F 1 and the horizontal stress F 2 with an apparent thickness W 1 , and the bottom plates 7 B , 8 B and side plates are formed. 7 S, 8 S consists U-shaped cross section of the shaped steel having the upper and lower frames 7,8 the wall plate 1 of the upper and lower ends the inner and outer protrusion 4 formed by folding of the wall plate 1 is fitted to, 5 and the inner and outer side plates 7 S and 8 S of the upper and lower frames are fixedly integrated with each other, and a layer of the heat insulating material 2 having the exterior material 40 laminated and fixed to the outer surface is integrally fixed to the outer surface. (Claim 3).
【0018】即ち、第2の発明は、断熱材2に直接外装
材40を固着一体化したものであり、第1の発明が固着
一体化した下地材に後施工(現場作業)により外装材を
付設するのに対し、第2の発明では、もはや、外装材の
現場での付設作業すら不要とするものである。そして、
断熱材2の付与前の壁板1と上下枠7,8で形成された
壁体の骨組みは、第2発明(請求項3)の壁体10´も
第1発明(請求項1)の壁体10と同一物であるから、
勿論、両者の壁パネルとしての力学的特性は同一であっ
て、第2発明の壁体10´にあっても、構造材として
は、第1発明の壁体10と同効機能を具備している。That is, the second aspect of the present invention is one in which the exterior material 40 is directly adhered and integrated to the heat insulating material 2, and the exterior material is attached by post-processing (on-site work) to the base material that is integrally adhered and integrated in the first aspect of the invention. In contrast to the attachment, the second invention no longer requires the work of attaching the exterior material on site. And
The frame structure of the wall body formed by the wall plate 1 and the upper and lower frames 7 and 8 before applying the heat insulating material 2 is the wall body 10 'of the second invention (claim 3) and the wall of the first invention (claim 1). Because it is the same as the body 10,
Of course, the mechanical properties of both wall panels are the same, and even the wall body 10 'of the second invention has the same function as the wall body 10 of the first invention as a structural material. There is.
【0019】尚、第2発明での「外装材」は壁の外装に用
いるサイディング(壁板)、窯業系タイルの下地材とし
ての構造用合板等、慣用の外装用面材を広く意味し、外
装材の断熱材に対する「積層固着」の意も、断熱材による
一体化成形のみならず、既製成形品としての断熱材と外
装材両者の面接着も含むものである。従って、本発明
(請求項3)の壁体10´を壁構造材に用いて鉄骨造建
物を構築すれば、壁体10´で外壁面を組立てるだけで
外装材を均質、且つ高精度に付設した外断熱建物とな
り、外断熱の断熱材付設作業及び外装材(壁板、タイル
壁下地板等)付設作業が不必要となり、低層鉄骨建物の
建築が、第1発明の壁体10を用いる場合よりも更に省
力化、合理化出来る。The "exterior material" in the second aspect of the invention broadly means a conventional exterior surface material such as siding (wall board) used for exterior walls, structural plywood as a base material for ceramic tiles, and the like. The "lamination fixation" of the exterior material to the heat insulating material includes not only integral molding with the heat insulating material but also surface bonding of both the heat insulating material and the exterior material as a ready-made molded product. Therefore, if a steel frame building is constructed by using the wall body 10 'of the present invention (Claim 3) as a wall structure material, the exterior material can be attached uniformly and with high accuracy only by assembling the outer wall surface with the wall body 10'. In the case where the wall body 10 of the first invention is used for the construction of a low-rise steel building, the external heat insulation building becomes unnecessary, and the work of installing the heat insulation material for the outer heat insulation and the work of installing the exterior material (wall plate, tile wall base plate, etc.) are unnecessary. More labor saving and rationalization can be achieved.
【0020】また、第2の発明にあっても、断熱材2が
合成樹脂発泡体であって、断熱材2を発泡凝固接着力に
よって壁板1及び外装材40と一体化固定するのが好ま
しい(請求項4)。この場合は、慣用の合成樹脂発泡体
の型成形手段によって、壁板1の外側表面と外装材内面
とで形成されるキャビティ内に断熱材2となる発泡合成
樹脂を注入発泡させるため、外装材40の内面は粗面で
あっても突起物を備えていても何ら支障なく成形一体化
出来る。従って、断熱材2の凝固接着力に応じて外装材
の内面に固着力増強手段(粗面化、アンカー片付与)を
選択適用することにより、外装材を備えた壁体10´が
工場生産パネルとして、均質、且つ高品質な規格品とし
て季節の閑忙に関係なく製作出来る。Also in the second invention, it is preferable that the heat insulating material 2 is a synthetic resin foam, and the heat insulating material 2 is integrally fixed to the wall plate 1 and the exterior material 40 by the foam solidification adhesive force. (Claim 4). In this case, since the foamed synthetic resin to serve as the heat insulating material 2 is injected and foamed into the cavity formed by the outer surface of the wall plate 1 and the inner surface of the exterior material by the conventional molding means of the synthetic resin foam, the exterior material is formed. Even if the inner surface of 40 is rough or provided with protrusions, it can be integrally molded without any trouble. Therefore, by selectively applying the sticking force increasing means (roughening, anchor piece attachment) to the inner surface of the exterior material according to the solidification adhesive strength of the heat insulating material 2, the wall body 10 ′ provided with the exterior material is a factory production panel. As a uniform and high quality standard product, it can be manufactured regardless of the busy season.
【0021】また、壁体10,10´内の壁板1は、複
数枚の壁板1を側端1Eで重ね継ぎするのが好ましい
(請求項5)。尚、「複数枚の壁板」の意は、同一寸法の
壁板1の複数枚のみならず、幅寸法の異なる壁板1を含む
複数枚をも含むものであり、「重ね継ぎ」の意は、側端1
E同志の重ね継ぎのみならず、継ぎ片を用いた重ね継ぎ
をも含む意であり、「側端1E」も原板折曲端のみなら
ず、調寸切断端をも含む意である。この場合は、薄鋼板
の原板も比較的小幅なものの賦型加工となって、材料入
手、及び加工が容易である上に、重ね継ぎ部は補強部と
なって抗座屈力向上に有利である。尚、重ね継ぎ手段は
ドリルネジ固定でも良いが、壁体10,10´の内側表
面に突出部があれば、内装仕上材固定面の平坦性が損な
われ、平板内装材の当接固定に不利となるため、点溶接
固定で突出部形成を最小限に抑制するように固定するの
が好ましい。Further, the wall plate 1 in the wall 10, 10 'are preferably spliced a plurality of wall panels 1 at the side edge 1 E (claim 5). In addition, the meaning of "a plurality of wall plates" includes not only a plurality of wall plates 1 having the same size but also a plurality of wall plates 1 having different width dimensions. Is the side edge 1
E It means not only the lap joint of the comrades but also the lap joint using the joint piece, and "side edge 1 E " means not only the bent end of the original plate but also the cut end of the dimension. In this case, the original plate of the thin steel plate is shaped to have a relatively small width, which makes it easy to obtain and process the material, and the lap joint part serves as a reinforcement part, which is advantageous for improving the anti-buckling force. is there. The lap joint means may be fixed by a drill screw, but if the inner surfaces of the wall bodies 10 and 10 'have protrusions, the flatness of the fixing surface of the interior finishing material is impaired, which is disadvantageous for abutting and fixing the flat plate interior material. Therefore, it is preferable to perform fixing by spot welding so as to suppress the formation of the protruding portion to the minimum.
【0022】また、壁板1は、内側突出平面板部4と、
外側突出平面板部5と、両平面板部4,5間の傾斜板部
6とを備えた形態に折曲するのが好ましい(請求項
6)。この場合は、壁板1に曲面が存在しないため、そ
の外面側への下地材(ヨコ胴縁)3や外装材アンカー片
41の取付けや、内面側の平面板部4の内装用下地材と
しての利用に有利となるばかりでなく、壁体10,10
´の幅L2の短寸化、又は長寸化時の壁板1の側端1E相
互の摺動調節、継ぎ片当接が容易となり、壁板1の重ね
継ぎ作業や、壁板1と上下枠7,8との固着作業も容易
となる。The wall plate 1 also includes an inwardly projecting flat plate portion 4,
It is preferable to fold it into a form including the outer protruding flat plate portion 5 and the inclined plate portion 6 between the flat plate portions 4 and 5 (claim 6). In this case, since the wall plate 1 does not have a curved surface, the base material (horizontal furring strip) 3 or the exterior material anchor piece 41 is attached to the outer surface of the wall board 1 or the interior base material of the flat plate portion 4 on the inner surface side is used. Is not only advantageous for the use of
When the width L 2 of ′ ′ is shortened or lengthened, the side ends 1 E of the wall plate 1 can be easily slidably adjusted to each other, and the joint pieces can be abutted easily. The work of fixing the upper and lower frames 7 and 8 together becomes easy.
【0023】また、壁板1は、肉厚T1が約1.2mm
で、見掛け厚W1が約100mm、各平面板部4,5の幅
aが約130mmで、内側平面板部4の中心間寸法L4が
建材市場寸法に符合した寸法を有し、且つ傾斜板部6の
傾斜角θ1が約45°とするのが好ましい(請求項
7)。この場合は、壁板1を1枚の薄鋼板で形成して
も、安全率1/√3の考慮の下に約11t/mの強度を
有し、柱、梁、桁、ブレースを用いない壁式構法に採用
しても4階建の建築までは十分耐えられる。The wall plate 1 has a wall thickness T 1 of about 1.2 mm.
The apparent thickness W 1 is about 100 mm, the width a of each of the flat plate portions 4 and 5 is about 130 mm, the center-to-center dimension L 4 of the inner flat plate portion 4 has a dimension corresponding to the building material market size, and the inclination is The inclination angle θ 1 of the plate portion 6 is preferably about 45 ° (claim 7). In this case, even if the wall plate 1 is formed of one thin steel plate, it has a strength of about 11 t / m in consideration of the safety factor 1 / √3 and does not use columns, beams, girders, and braces. Even if it is adopted in the wall construction method, it can withstand up to 4 stories.
【0024】尚、見掛け厚W1は抗垂直荷重力(座屈強
度)に重要な要素であるが、下枠幅W2が100mm以下
になると、建方時の下枠8へのモルタル施工等の作業性
に問題があること、見掛け厚W1が100mm弱であれ
ば、上下枠7,8が入手容易な汎用性の高い100mm軽
量型鋼の採用が可能なこと、及び肉厚Tが1mm以下であ
れば慣用の点溶接に不適当であること、傾斜板部6の4
5°傾斜は壁板1に対する水平応力F2(引張り、圧
縮)にバランス対応出来ること、及び、内側平面板部4
の中心間寸法L4が建材の市場寸法に符号(整数分の
1)しておれば、内装施工時の取付位置決定が容易で取
付作業が容易となること等より、上記構成の壁板が実施
上有利であり、特に4階建以下の構造用壁体として有利
である。Although the apparent thickness W 1 is an important factor for the anti-vertical load force (buckling strength), when the lower frame width W 2 is 100 mm or less, mortar construction etc. on the lower frame 8 during erection, etc. Has a problem in workability, if the apparent thickness W 1 is a little less than 100 mm, it is possible to use a highly versatile 100 mm lightweight die steel with easily obtained upper and lower frames 7 and 8, and a wall thickness T of 1 mm or less. If so, it is unsuitable for conventional spot welding.
The 5 ° inclination can balance the horizontal stress F 2 (tensile, compression) on the wall plate 1, and the inner flat plate portion 4
If the center-to-center dimension L 4 of the building material is the market dimension of the building material (1/1), it is easy to determine the mounting position during interior construction and the mounting work becomes easier. It is advantageous in practice, and is particularly advantageous as a structural wall body of 4 stories or less.
【0025】また、上下枠7,8の各底板7B,8Bがボ
ルト締着孔H2を備え、上枠内側板7Sがボルト締着孔H
3を備えた壁体とするのが好ましい(請求項8)。この
場合は、本発明壁体10又は10´を用いて壁式構法で
鉄骨造建物を建築するに際し、各壁体の上階と下階との
連結はボルト締着孔H2で強固に締着出来、各壁体10
又は10´の左右方向一体化のための差し渡し横材は上
枠内側板7 Sのボルト締着孔H3で取付け可能となる。
尚、下枠内側板8Sに孔H1を設けてデッキプレート上の
配筋の端部を挿入すれば、下枠側板8Sを埋めるデッキ
プレート上のコンクリート合成床と壁体との剛構造一体
化がより強固となり、鉄骨造建物の垂直応力F1の壁体
10,10´への伝達がより確実となる。The bottom plates 7 of the upper and lower frames 7 and 8B, 8BIs
Lut fastening hole H2Equipped with the upper frame inner plate 7SIs the bolt fastening hole H
3It is preferable that the wall body is provided with (claim 8). this
In this case, the wall type construction method using the wall body 10 or 10 'of the present invention
When constructing a steel framed building, the upper and lower floors of each wall
Connection is bolt fastening hole H2It can be firmly tightened with each wall 10
Or, the cross-over cross member for integrating 10 'in the left-right direction is above
Frame inner plate 7 SBolt tightening hole H3Can be installed with.
The lower frame inner plate 8SHole H1On the deck plate
If you insert the end of the bar arrangement, the lower frame side plate 8SFill the deck
Rigid structure integration of concrete composite floor on plate and wall
Stress becomes stronger, and vertical stress F of steel building1Wall of
Transmission to 10, 10 'becomes more reliable.
【0026】また、壁板1の側端1Eは突出平面板形態
とし、単位壁体10,10´の両端では外側突出平面板
形態とするのが好ましい(請求項9)。この場合は、壁
板1の重ね継ぎは平面板部相互の摺動調節も可能となっ
て壁体幅L2の寸法変更への対処が容易であると共に、
壁体端部では内側からの凹部10Zが形成されるため、
壁体10,10´の建付時の壁体相互の左右連結作業に
あっては、下枠底板8B内の継ぎ片の嵌め込みが容易で
あって、図4や図5に示す如き直線連結も角隅連結も容
易となる。Further, it is preferable that the side end 1 E of the wall plate 1 is in the form of a projecting flat plate, and the ends of the unit walls 10, 10 'are in the form of outer projecting flat plates (claim 9). In this case, the lap joint of the wall plates 1 enables the sliding adjustment of the flat plate portions to each other, and it is easy to deal with the change in the dimension of the wall width L 2 .
Since the recess 10 Z from the inside is formed at the end of the wall body,
Wall 10, 10 'is a of the wall mutual lateral coupling operation during Kenzuke, a easy fitting of the joint piece of the lower frame base plate 8 in the B, the linear connected as shown in FIGS. 4 and 5 Also, the corner connection becomes easy.
【0027】また、図9,図10の如く、山形鋼の縦枠
24の一辺を単位壁体10,10´の壁板側端1Eに固
定して壁体10,10´の両側面に配置すると共に、縦
枠24の両側面24Sには、それぞれボルト締着孔H5を
設けるのが好ましい(請求項10)。この場合は、縦枠
24が補強材の機能を奏すると共に、側面24Sを壁体
10相互、又は10´相互の左右連結時の仮固定として
も利用出来るため、施工作業の容易化、迅速化が達成出
来、壁面開口部での窓上壁体及び窓下壁体の接合固定も
容易となる。Further, as shown in FIGS. 9 and 10, one side of the vertical frame 24 of angle steel is fixed to the wall plate side end 1 E of the unit wall bodies 10 and 10 ′ and is attached to both side surfaces of the wall bodies 10 and 10 ′. It is preferable to provide the bolt fastening holes H 5 on both side surfaces 24 S of the vertical frame 24, respectively. In this case, the vertical frame 24 functions as a reinforcing material, and the side surfaces 24 S can be used also as temporary fixing when the wall bodies 10 or 10 ′ are connected to each other on the left and right sides, which facilitates and speeds up the construction work. This makes it possible to join and fix the window upper wall body and the window lower wall body at the wall surface opening.
【0028】また、図11に示す如く、壁板1の内外側
突出平面板部4,5に近接した傾斜板部6の上下端から
上下枠7,8嵌合用スリット6´を形成し、上下枠各側
板7 S,8Sを該スリット6´内に嵌入して該突出平面板
部4,5と各側板7S,8Sとを溶接Mするのが好ましい
(請求項11)。この場合は、壁板1の内外側突出平面
板部4,5が上下枠7,8の側板7S,8Sの外側位置を
占め、上下枠7,8の側板7S,8Sの壁面内側への出っ
張りが生じない。従って、内側突出平面板部4が壁体1
0,10´の平坦表面を形成するため、該平面板部4は
内装材(石膏ボード)を段差なく平滑に取付けることが
出来る。Further, as shown in FIG. 11, the inside and outside of the wall plate 1
From the upper and lower ends of the inclined plate portion 6 close to the protruding flat plate portions 4 and 5
Forming slits 6'for fitting the upper and lower frames 7 and 8 on each side of the upper and lower frames
Board 7 S, 8SThe protruding flat plate by fitting the inside of the slit 6 '.
Parts 4, 5 and side plates 7S, 8SIt is preferable to weld M and
(Claim 11). In this case, the inner and outer protruding planes of the wall plate 1
The plate portions 4 and 5 are the side plates 7 of the upper and lower frames 7 and 8.S, 8SThe outer position of
Occupy, side plate 7 of upper and lower frames 7,8S, 8STo the inside of the wall
Tension does not occur. Therefore, the inwardly projecting flat plate portion 4 is attached to the wall body 1.
In order to form a flat surface of 0,10 ', the flat plate portion 4 is
It is possible to install the interior material (gypsum board) smoothly without any steps.
I can.
【0029】また、下地材3は壁板1の外側突出部5で
固定するのが好ましい(請求項12)。この場合は、外
装材としては軽量なサイディングのみならず、重量のあ
る外壁材の取付けも可能となり、外側突出部5への下地
材3の取付けは作業も容易である。また、断熱材2とし
て合成樹脂発泡体の注入成形を適用する際にも、下地材
3の合成樹脂発泡体の充填圧及び発泡圧による位置ずれ
が確実に防止出来る。Further, it is preferable that the base material 3 is fixed by the outer protruding portion 5 of the wall plate 1 (claim 12). In this case, not only lightweight siding as an exterior material but also a heavy outer wall material can be attached, and the work of attaching the base material 3 to the outer protruding portion 5 is easy. Further, even when the injection molding of the synthetic resin foam is applied as the heat insulating material 2, the displacement of the base material 3 due to the filling pressure of the synthetic resin foam and the foaming pressure can be reliably prevented.
【0030】また、下地材3は、木材、プラスチック材
の如き熱不良導体とするのが好ましい(請求項13)。
下地材3が熱不良導体であれば、図8(A)の如く、例
え金属製タテ胴縁16を取付けても、タテ胴縁16から
壁板1への熱橋は存在せず、壁板1への伝達熱h2は、
外気熱h1からドリルネジSを介した量だけであって、
外側突出平面板部5→傾斜板部6→内側突出平面板部4
の経路で内装材20へと減少伝達されるにすぎない。し
かも、下地材も断熱機能を奏するため、断熱材2の熱的
機能を阻害することがない。従って、断熱材2の表面か
ら壁板1の外側突出部5までの断熱材2の厚み(断熱材
2の最も薄い厚み)が比較的小と出来るのは勿論、下地
材3を断熱材2の表面から突出部5に当接形態で配置す
ることも可能となり、下地材3の形状寸法選択の自由度
が増す。The base material 3 is preferably a heat-defective conductor such as wood or a plastic material (claim 13).
If the base material 3 is a heat-defective conductor, even if the metal vertical furring strip 16 is attached as shown in FIG. 8A, there is no thermal bridge from the vertical furring strip 16 to the wallboard 1, and the wallboard The heat transfer h 2 to 1 is
Only the amount from the outside heat h 1 through the drill screw S,
Outer protruding flat plate portion 5 → inclined plate portion 6 → inner protruding flat plate portion 4
It is only reduced and transmitted to the interior material 20 through the route of. Moreover, since the base material also has a heat insulating function, the thermal function of the heat insulating material 2 is not impaired. Therefore, the thickness of the heat insulating material 2 from the surface of the heat insulating material 2 to the outer protruding portion 5 of the wall plate 1 (the thinnest thickness of the heat insulating material 2) can be made relatively small, and the base material 3 is It is also possible to dispose the protrusion 5 from the surface in a contact form, and the degree of freedom in selecting the shape and size of the base material 3 is increased.
【0031】また、熱不良導体の下地材3は、壁板1の
外側突出部5との間に小片のパッキン30を介し、該突
出平面板部5側からドリルネジSで該ネジSの先端が下
地材3の表面3Fに出ない形態に突出平面板部5と固定
するのが好ましい(請求項14)。この場合は、図8
(B)に示す如く、外気の熱h1とドリルネジSとの間
に熱橋が存在せず、外気熱h1も、熱不良導体下地材3
からの微少な熱h3となって、しかも外側突出平面板部
5→傾斜板部6→内側突出平面板部4の長経路で内装材
20面への熱伝達は実質的に阻止出来る。従って、ドリ
ルネジSで下地材3を強固に保持出来、重い外装材が下
地材3に固定可能であるのは勿論、外気からドリルネジ
Sへの完全な熱橋阻止の外断熱建物が得られる。しか
も、小片パッキンの利用により、下地材3も材料費節約
出来、下地材3と壁板の外側突出部5との間には小片パ
ッキン30の厚みに相応した間隔が存在するため、合成
樹脂発泡体の充填拡散が容易となる。The base material 3 of the heat-defective conductor has a small piece of packing 30 between it and the outer protruding portion 5 of the wall plate 1, and the tip of the screw S is attached by a drill screw S from the protruding flat plate portion 5 side. It is preferable to fix it to the protruding flat plate portion 5 in such a form that it does not appear on the surface 3 F of the base material 3. In this case,
As shown in (B), there is no heat bridge between the heat h 1 of the outside air and the drill screw S, and the heat h 1 of the outside air is also a heat-defective conductor base material 3
A small amount of heat h 3 from the inner surface of the interior material 20 can be substantially blocked by the long path of the outwardly projecting flat plate portion 5 → the inclined plate portion 6 → the inwardly projecting flat plate portion 4. Therefore, not only the base material 3 can be firmly held by the drill screw S and a heavy exterior material can be fixed to the base material 3, but also an external heat insulating building in which the heat bridge from the outside air to the drill screw S is completely prevented can be obtained. Moreover, by using the small piece packing, the material cost of the base material 3 can be saved, and since the space corresponding to the thickness of the small piece packing 30 exists between the base material 3 and the outer protruding portion 5 of the wall plate, the synthetic resin foaming is performed. It facilitates filling and diffusion of the body.
【0032】また、外装材40は内面適所にアンカー片
41,42を備えたものとするのが好ましい(請求項1
5)。この場合は、アンカー片41,42が断熱材2と
の固着力増強の機能を奏するため、外装材40の内面と
断熱材2との接着力が比較的弱い場合でも必要固着力が
得られる。また、アンカー片41,42の断面は抜脱防
止形態(図13(A))が好ましい。勿論、第1発明で
の図1(C)に示すヨコ胴縁をアンカー片に採用し、外
装材40内面にドリルネジ止めしたものも、断熱材2と
外装材との固着力増強効果を奏し、好ましい。The exterior material 40 is preferably provided with anchor pieces 41 and 42 at appropriate positions on the inner surface (claim 1).
5). In this case, since the anchor pieces 41 and 42 have a function of increasing the fixing force with the heat insulating material 2, the necessary fixing force can be obtained even when the adhesive force between the inner surface of the exterior material 40 and the heat insulating material 2 is relatively weak. In addition, it is preferable that the cross sections of the anchor pieces 41 and 42 be in a pull-out prevention mode (FIG. 13A). Of course, the one in which the horizontal furring shown in FIG. 1 (C) in the first invention is adopted as the anchor piece and the inner surface of the exterior material 40 is screwed with the drill screw also has the effect of increasing the adhesive force between the heat insulating material 2 and the exterior material, preferable.
【0033】また、アンカー片41が壁板1の外側突出
部5に固定されるのが好ましい(請求項16)。この場
合は、断熱材2としての発泡合成樹脂材と外装材との凝
固接着力が弱い場合でも、外装材40を確実に固着保持
出来るため、外装材40の選択の自由度が増す。しか
も、図13(B)の如く、外装材40に固設されたアン
カー片41が壁板の外側突出部5とで断熱材2の層厚を
形成して当接固定するため、成形型への準備作業も容易
となる。勿論、アンカー片41は外装材40と別体と
し、壁板、アンカー片、外装材の3者を一体化固定して
も、更にはアンカー片と壁板との間にパッキンを介在し
て4者を一体化固定しても良い。Further, it is preferable that the anchor piece 41 is fixed to the outer protruding portion 5 of the wall plate 1 (claim 16). In this case, even if the solidification adhesive strength between the foamed synthetic resin material as the heat insulating material 2 and the exterior material is weak, the exterior material 40 can be securely fixed and held, so that the degree of freedom in selecting the exterior material 40 increases. Moreover, as shown in FIG. 13 (B), the anchor piece 41 fixed to the exterior material 40 forms a layer thickness of the heat insulating material 2 together with the outer protruding portion 5 of the wall plate and abuts and fixes the heat insulating material 2 on the molding die. The preparation work of is also easy. Of course, the anchor piece 41 is separated from the exterior material 40, and the wall plate, the anchor piece, and the exterior material are integrally fixed, and a packing is interposed between the anchor piece and the wall board. The person may be integrally fixed.
【0034】[0034]
【発明の実施の形態】〔第1発明例1〕
〔壁板の構造(図1)〕柱、梁、桁、ブレース無し鉄骨
造の3階建物用の壁体10を作成する壁板1として、図
1(B)に示す如く、肉厚Tが1.2mmで原板幅914
mmの薄鋼板を、内側突出平面板部4、及び外側突出平面
板部5の幅aが130mm、両側端1Eが平面板部形態と
なって幅cが123mm、傾斜板部6は傾斜角θ1が45
°で見掛け幅bが97.5mm、壁板見掛け厚W1が95m
m、内側(外側)突出平面板部4(5)の中心間サイズ
L4を建材市場寸法の整数分の1である445mmに成形
し、長さL1は、1階用として2770mmの単位壁板1
を製作する。BEST MODE FOR CARRYING OUT THE INVENTION [First invention example 1] [Structure of wall plate (FIG. 1)] As a wall plate 1 for forming a wall body 10 for a pillar, a beam, a girder, a steel frame structure without braces for a third floor building , As shown in FIG. 1B, the thickness T is 1.2 mm and the original plate width 914
mm thin steel plate, the width a of the inward protruding flat plate portion 4 and the outer protruding flat plate portion 5 is 130 mm, the side edges 1 E are flat plate portions, the width c is 123 mm, and the inclined plate portion 6 has an inclination angle. θ 1 is 45
Apparent width b is 97.5 mm, apparent wall thickness W 1 is 95 m
m, the center-to-center size L 4 of the inward (outer) protruding flat plate portion 4 (5) is molded to 445 mm, which is an integer fraction of the building material market size, and the length L 1 is a unit wall of 2770 mm for the first floor Board 1
To produce.
【0035】尚、2,3階用壁板1としては、長さL1
は2710mmを用意したが、勿論各階同一規格物とする
ことも可能である。次いで、上述の単位壁板1を用いて
幅調整し、各側端1Eを重ねて点溶接(スポット溶接)
により幅L2が1818mm(建材市場寸法)で、両側端
1Eが外側への突出平面板部5となるように重ね継ぎし
て壁板1とする。It should be noted that the wall plate 1 for the second and third floors has a length L 1
2710 mm was prepared, but of course it is possible to use the same standard product on each floor. Then, the width is adjusted using the unit wall plate 1 described above, and the side edges 1 E are overlapped to perform spot welding (spot welding).
Thus, the width L 2 is 1818 mm (building material market size), and both side edges 1 E are overlapped so as to project outwardly to form the flat plate portion 5, thereby forming the wall plate 1.
【0036】〔壁体10の製作(図1)〕
壁板1の上端及び下端には、枠体7,8を嵌合固定する
が、上枠7と下枠8とは同一の軽量形鋼であり、該軽量
形鋼は図1(C)の如く、肉厚T2が2.3mm、側板高
さL8が50mm、幅W2が100mmの市販物を採用す
る。そして、建物設計に従って、上下枠7,8の底板7
B,8Bにはボルト締着孔H2を、上枠内側板7Sには
横材12締着用のボルト孔H3を設ける。また、2階以
上の階に用いる壁体にあっては、下枠内側板8Sに配筋
Rを挿入し、コンクリートの流入を可能とする孔H1を
配置する。上下枠体7,8と壁板1の固定は点溶接(ス
ポット溶接)Mで実施する。[Production of Wall 10 (FIG. 1)] Frames 7 and 8 are fitted and fixed to the upper and lower ends of the wall plate 1, but the upper frame 7 and the lower frame 8 are made of the same lightweight shaped steel. And the lightweight
As the shaped steel, as shown in FIG. 1C, a commercially available product having a wall thickness T 2 of 2.3 mm, a side plate height L 8 of 50 mm and a width W 2 of 100 mm is used. Then, according to the building design, the bottom plate 7 of the upper and lower frames 7 and 8
B, 8 bolt fastening hole H 2 is in B, the upper frame inner panel 7 S provided bolt holes H 3 of crosspiece 12 clamping wear. Moreover, in the wall to be used on the second floor or floors inserts Haisuji R down frame inner panel 8 S, placing the holes H 1 that allows inflow of concrete. The upper and lower frame bodies 7 and 8 and the wall plate 1 are fixed by spot welding (spot welding) M.
【0037】次いで断熱材2として発泡ウレタンフォー
ムを慣用の型成形手段により壁板1の外側面に成形一体
化する。即ち、図示しないが、定盤上に離型用シートか
離型剤を施す。下地材3として、底辺K1が45mm、頂
辺K2が35mm、高さK3が30mmの断面台形で長さが壁
体10の幅L2に相当する木材(図1(C))のヨコ胴
縁を用い、パッキン30(図8)として幅40mm、高さ
20mm、長さ100mmの合成樹脂片を用い、上下枠を固
定した壁板1の外側突出平面板部5上にパッキン30を
介して下地材3を所定間隔で横方向に配置し、各下地材
3をドリルネジSで平面板部5側からドリルネジSの先
端が下地材表面3Fから突出しないように螺入して下地
材3を壁板1に固定する(図8(B))。Next, urethane foam as the heat insulating material 2 is molded integrally with the outer surface of the wall plate 1 by a conventional molding means. That is, although not shown, a release sheet or a release agent is applied on the surface plate. As the base material 3, the base K 1 is 45 mm, the top side K 2 is 35 mm, the wood (FIG. 1 (C)) which is the height K 3 is the length in cross-section trapezoidal 30mm corresponding to the width L 2 of the wall 10 of the Using a horizontal furring strip, a packing 30 (FIG. 8) is made of a synthetic resin piece having a width of 40 mm, a height of 20 mm, and a length of 100 mm, and the packing 30 is placed on the outer protruding flat plate portion 5 of the wall plate 1 with the upper and lower frames fixed. The base materials 3 are laterally arranged at predetermined intervals via the base materials 3, and each base material 3 is screwed by a drill screw S from the flat plate portion 5 side so that the tip of the drill screw S does not protrude from the base material surface 3 F. 3 is fixed to the wall plate 1 (FIG. 8 (B)).
【0038】次いで、下地材3表面を定盤上に当接した
形態で壁板を型内に配置し、四周を型枠で締め、壁板1
の上方から壁板と同形状の屈曲面を備えた型板を締め付
け、壁板1と定盤間に形成された、壁板1の外側凹部1
0Z及び壁板外側突出平面板部5と定盤との間隔(50m
m)を含むキャビティ内に発泡ウレタンフォームを充填
し、ウレタンフォームの発泡凝固接着力により、壁板1
の外側面に下地材3(木材)を表面3Fが露出した形態
に埋設(図1(C))した断熱材2の層を成形一体化固
定する。Next, the wall plate is placed in the mold with the surface of the base material 3 abutting on the surface plate, and the four circumferences are fastened with the mold frame.
The outer recess 1 of the wall plate 1 formed between the wall plate 1 and the surface plate by tightening the template having the same curved surface as the wall plate from above.
0 Z and the distance between the flat plate 5 protruding outside the wall plate and the surface plate (50 m
m) is filled with urethane foam and the wall board 1
A base material 3 (wood) is embedded (FIG. 1C) on the outer surface of the base material 3 (wood) in a form in which the surface 3 F is exposed, and is integrally molded and fixed.
【0039】尚、パッキン30は小片であって突出平面
板部5上にのみ位置するため発泡ウレタンの充填に支障
なく、又上下枠7,8の底板7B,8Bのボルト孔H2は
発泡ウレタンの注入孔及び排気孔としても利用出来る。
冷却後、型枠を外せば、図1(A)の如く、壁板1の平
面板部5、外側凹部10Zを含む外側面全面に、発泡ウ
レタンフォームの断熱材2が、最も薄い所では平面板部
5からの厚さW4が50mm(下地材厚+パッキン厚)
で、表面平坦、且つ表面に等間隔にヨコ胴縁としての下
地材3を表面3Fのみ露出させて埋設した形態で一体化
固定したパネル壁体10が得られる。該壁体10は図8
(B)に示す如く、例え金属製のタテ胴縁16をドリル
ネジSで下地材3に取付けても、平面板部5への通気層
16からの熱伝達は木材の下地材3自体のh3の熱のみ
であり、従って、タテ胴縁16から壁板の平面板部5へ
の熱橋は存在しないものとなる。Since the packing 30 is a small piece and is located only on the projecting flat plate portion 5, it does not hinder the filling of urethane foam, and the bolt holes H 2 of the bottom plates 7 B and 8 B of the upper and lower frames 7 and 8 are It can also be used as an injection hole and an exhaust hole for urethane foam.
After cooling, if the mold is removed, as shown in FIG. 1 (A), in the place where the heat insulating material 2 of urethane foam is thinnest on the entire outer surface including the flat plate portion 5 of the wall plate 1 and the outer concave portion 10 Z , Thickness W 4 from flat plate 5 is 50 mm (base material thickness + packing thickness)
Thus, a panel wall body 10 having a flat surface and integrally fixed in a form in which the base material 3 as a horizontal furring strip is exposed and embedded only at the surface 3 F at equal intervals on the surface is obtained. The wall 10 is shown in FIG.
As shown in (B), even if a metal vertical furring strip 16 is attached to the base material 3 with a drill screw S, heat transfer from the ventilation layer 16 to the flat plate portion 5 is h 3 of the wood base material 3 itself. Therefore, there is no heat bridge from the vertical furring strip 16 to the flat plate portion 5 of the wall plate.
【0040】〔壁体10の使用(図2)〕前述の如く製
作した壁体10を外壁に用いて3階建用の鉄骨造建物を
構築する。即ち、図2に示す如く、フォームポリエチレ
ン断熱板で外周及び床下を被覆したコンクリート基礎
(1階床)上に、長さL1が2770mmの1階用壁体1
0を、布基礎上に打込んだ樹脂アンカーボルトにより下
枠8のボルト孔H2を介して高さ調節の下に締着し、下
枠8と布基礎間にはモルタル充填する。壁体10の前後
転倒を慣用の仮止め手段で防止しながら、順次壁体10
を左右連結して建物の外周壁を構築する。[Use of Wall 10 (FIG. 2)] A three-story steel frame building is constructed by using the wall 10 manufactured as described above as an outer wall. That is, as shown in FIG. 2, the first floor wall body 1 having a length L 1 of 2770 mm is formed on a concrete foundation (first floor) whose outer periphery and underfloor are covered with a foam polyethylene heat insulating plate.
0 is tightened under the height adjustment through the bolt hole H 2 of the lower frame 8 by the resin anchor bolt driven on the cloth foundation, and the mortar is filled between the lower frame 8 and the cloth foundation. While preventing the walls 10 from falling back and forth by a conventional temporary fixing means,
Are connected to the left and right to construct the outer peripheral wall of the building.
【0041】〔壁体の左右連結〕壁体10相互の直線状
の左右連結は、図4に示す如く、衝合した下枠底板8B
端間に溝鋼片25を継ぎ片として渡し、点溶接Mとドリ
ルネジSとの併用又はどちらかの手段で固定する。勿論
壁板1の側端1Eの底部又は中間部相互を継ぎ鋼片で連
結しても良い。図5は角隅部の壁体連結を示しており、
下枠8の端部底板8B内に、一方の端部(小口)を鋼板
片26で閉じた溝鋼片25(図5(B))を点溶接M、
及び/又は、ドリルネジSで固定し、直角に当接した他
方の壁体の端部側板8SをドリルネジSで固定する。そ
して、角隅外側のX部分には合成樹脂発泡体断熱板(5
0mm厚、150mm幅)を添着する。[Left and Right Connection of Walls] The linear left and right connection of the walls 10 is performed by the abutting lower frame bottom plate 8 B as shown in FIG.
The grooved steel piece 25 is passed between the ends as a joint piece, and is fixed by a combination of the spot welding M and the drill screw S or either means. Of course, the bottom portions or the middle portions of the side edges 1 E of the wall plate 1 may be connected to each other by a joining steel piece. Figure 5 shows the wall connections at the corners,
In the end bottom plate 8 B of the lower frame 8, a groove steel piece 25 (FIG. 5 (B)) in which one end (edge) is closed with a steel plate piece 26 is spot welded M,
And / or it is fixed with a drill screw S, and the end side plate 8 S of the other wall body abutting at a right angle is fixed with a drill screw S. Then, the synthetic resin foam heat insulating plate (5
0mm thickness, 150mm width) is attached.
【0042】壁体10の相互の下枠8、及び/又は、側
端1Eでの連結により壁体10の連接した壁面が形成さ
れたら、次に各壁体の上枠7内面に沿って小梁受12を
横材として差し渡し、小梁受12の上部は上枠体7のボ
ルト孔H3でボルト緊締すると共に、小梁受下部は鋼板
片(図示せず)を介して壁板内側突出平面板部4にボル
ト緊締して壁体10相互の本固定一定化を完了する(図
3(A))。After the wall surfaces connected to each other by the lower frame 8 and / or the side edges 1 E of the wall bodies 10 are connected to each other, then along the inner surface of the upper frame 7 of each wall body. The beam receiver 12 is passed as a cross member, the upper portion of the beam receiver 12 is tightened with bolts H 3 of the upper frame 7, and the beam receiver lower portion is inside the wall plate via a steel plate piece (not shown). The protruding flat plate portion 4 is tightened with bolts to complete the fixed fixing of the wall bodies 10 to each other (FIG. 3A).
【0043】壁体10の上下連結は各壁体の上下枠底板
7B,8Bの対向ボルト孔H2を介してボルト締着する
が、勿論壁体10の左右連結と並行して遂行可能であ
る。尚、2階以上に用いる壁体の下枠側板8Sには、配
筋Rを挿入しコンクリートの流入を可能とした孔H1が
設けてある。壁体の角隅部では、山形鋼材を直角三角形
に組んだ火打ち材(図示せず)で予め両壁体10を固定
しておき、本固定の横材(小梁受)を該火打ち材及び壁
体上枠7にボルト固定するのが好ましい。The vertical connection of the wall body 10 is bolted through the opposing bolt holes H 2 of the upper and lower frame bottom plates 7 B and 8 B of each wall body, but of course can be performed in parallel with the horizontal connection of the wall body 10. Is. The lower frame side plate 8 S of the wall used on the second floor and above is provided with a hole H 1 into which a reinforcing bar R is inserted so that concrete can flow in. At the corners of the wall body, both wall bodies 10 are fixed in advance by a fire-casting material (not shown) in which angle steel is assembled into a right-angled triangle, and a transversely-fixed cross-member (beam member) is fixed to the fire-casting material and It is preferable to fix it to the upper frame 7 of the wall by bolts.
【0044】図3(A)に示す如く、壁体10相互を小
梁受12で本固定して壁面を形成した後、対向壁面の小
梁受12間に小梁14を差し渡し、小梁受12に予め固
定されたガセットプレート13に小梁14をボルト締着
固定し、壁体10による剛構造外壁を形成する。次い
で、図3(B)の如く、床コンクリート用のデッキプレ
ートを小梁受12及び小梁14等を介して張設固定し、
慣用の配筋を施すと共に、コンクリート用配筋Rの一部
を下枠側板8Sの孔H1に挿通して下枠8内にまで延出す
る。尚、屋上床にあっては、図2の如く上枠7上にコン
クリート流れ止めを付設する。As shown in FIG. 3 (A), after the wall bodies 10 are permanently fixed by the beam joists 12 to form the wall surface, the beam joists 14 are passed between the beam joists 12 on the opposite wall surfaces to form the beam joists. A beam 14 is bolted and fixed to a gusset plate 13 which is fixed in advance to 12 to form a rigid structure outer wall by the wall body 10. Next, as shown in FIG. 3 (B), a deck plate for floor concrete is stretched and fixed via the beam receiver 12 and beam 14, etc.,
A conventional reinforcing bar is provided, and a part of the concrete reinforcing bar R is inserted into the hole H 1 of the lower frame side plate 8 S and extended into the lower frame 8. On the rooftop floor, a concrete flow stop is provided on the upper frame 7 as shown in FIG.
【0045】図6は、横材12の変形例であって、小梁
14を支持する必要がなく、単にデッキプレートのみを
支持固定すれば良い場所にあっては、幅150mmの平鋼
板のデッキプレート受15を上下枠7,8間に挟み、デ
ッキプレート受15を50mm内方に張出した状態で上下
枠7,8とボルト孔H2を介してボルト固定し、壁体1
0の上下相互及び左右相互を本固定するものである。従
って、建物の設計に応じて、横材として小梁受12とデ
ッキプレート受15を併用すれば良い。FIG. 6 shows a modified example of the cross member 12. In a place where it is not necessary to support the beam 14 and only the deck plate needs to be supported and fixed, a flat steel plate deck having a width of 150 mm is used. The plate support 15 is sandwiched between the upper and lower frames 7 and 8, and the deck plate support 15 is extended inward by 50 mm, and is bolted to the upper and lower frames 7 and 8 through the bolt holes H 2 to form the wall 1
The upper and lower parts of 0 and the left and right parts are permanently fixed. Therefore, depending on the design of the building, the cross beam receiver 12 and the deck plate receiver 15 may be used together as the horizontal members.
【0046】デッキプレート11上にコンクリートCを
打設すれば、壁板1がコンクリート流れ止めとなってコ
ンクリートが下枠内側板8Sを埋めるが、下枠8内へは
側板8Sの孔H1から配筋Rが延出しているため、側板8
S及び配筋R延出部がコンクリートと一体化してコンク
リート合成床と壁体10との強固な一体剛構造化が達成
出来、コンクリート合成床の荷重がスムーズに壁体10
に伝達され、建物の全荷重を全て壁体10で確実に負担
することとなる。従って、壁体10は、垂直応力(荷
重)F1及び水平応力F2に耐える構造を具備しているた
め、従来の柱、梁、桁、及びブレースを使用しない鉄骨
造建物の構造体構築を可能とする。When concrete C is cast on the deck plate 11, the wall plate 1 serves as a concrete flow stop and the concrete fills the lower frame inner plate 8 S , but the hole H of the side plate 8 S is inserted into the lower frame 8. Side bar 8 because reinforcement bar R extends from 1
The S and bar R extension portions are integrated with the concrete to achieve a solid and rigid structure of the concrete composite floor and the wall body 10, and the load of the concrete composite floor can be smoothly applied.
Thus, the entire load of the building is surely carried by the wall body 10. Therefore, since the wall body 10 has a structure capable of withstanding the vertical stress (load) F 1 and the horizontal stress F 2 , it is possible to construct a structure of a steel-framed building without using conventional columns, beams, girders, and braces. It is possible.
【0047】図2は建物構造体の略示図であり、本実施
例壁体10で鉄骨造建物の外壁を構築すれば、建物の外
面は基礎から屋上まで全て断熱材で被覆された完全な外
断熱が、規格品として工場生産された均質な壁体10の
単なる連結立設のみで達成可能である。また、外壁仕上
も、外装材(サイディング)を壁体10に埋設された下
地材3のヨコ胴縁に直接取付けるか、ヨコ胴縁3にタテ
胴縁16(図8)を介して通気層9を形成して取付ける
だけで良い。しかも、図8(B)の如く、下地材3は木
材であって突出平面板部5からのドリルネジSが下地材
表面3Fに突出していないため、例え金属製タテ胴縁1
6を採用してもタテ胴縁16から壁板1への熱橋は全く
生じない。FIG. 2 is a schematic view of a building structure. When the outer wall of a steel frame building is constructed by the wall body 10 of this embodiment, the outer surface of the building is completely covered with a heat insulating material from the foundation to the roof. External insulation can be achieved by simply connecting and standing the uniform wall bodies 10 that are factory-produced as standard products. Also, for the outer wall finish, the exterior material (siding) is directly attached to the horizontal furring strip of the base material 3 embedded in the wall body 10, or the ventilation layer 9 is provided on the horizontal furring strip 3 via the vertical furring strip 16 (FIG. 8). All you have to do is form and attach. Moreover, as shown in FIG. 8B, since the base material 3 is wood and the drill screw S from the protruding flat plate portion 5 does not protrude to the base material surface 3 F , the metal vertical furring strip 1
Even if 6 is adopted, a thermal bridge from the vertical furring strip 16 to the wall plate 1 does not occur at all.
【0048】また、内装仕上に際しても、壁体10の内
面の凹部10Zは、グラスウールの如き吸音断熱材Gの
充填スペースとして、更に設備配管及び配線用スペース
として利用出来る。そして、壁体10の内面凹部10Z
に吸音断熱材を充填すれば、対向外面の薄い断熱材部分
(外側突出平面板部5上の部分)の断熱機能を好適に補
完する。また、石膏ボード等の内装材は壁体の壁板内側
の突出平面板部4を下地材としてドリルネジで取付けれ
ば良い。しかも、突出平面板部4群は建材の市場寸法の
整数分の1に配置してあるため、取付位置決定が容易と
なり取付作業が容易である。Further, when finishing the interior, the recess 10 Z on the inner surface of the wall 10 can be used as a space for filling the sound absorbing and heat insulating material G such as glass wool, and also as a space for facility piping and wiring. Then, the inner surface recess 10 Z of the wall body 10
If the sound absorbing heat insulating material is filled in, the heat insulating function of the thin heat insulating material portion (the portion on the outer protruding flat plate portion 5) on the opposite outer surface is suitably complemented. Further, an interior material such as a gypsum board may be attached with a drill screw using the protruding flat plate portion 4 inside the wall plate of the wall body as a base material. Moreover, since the group of protruding flat plate portions 4 is arranged in an integral fraction of the market size of the building material, it is easy to determine the mounting position and the mounting work is easy.
【0049】従って、本実施例壁体10を外壁材として
採用すれば、柱、梁、桁、ブレース等の不要な鉄骨造建
物が建築出来、建物の使用鋼材が従来の鉄骨造建物より
極端に節約(約1/3)出来る上に、建物が軽量化する
ための地耐力対策の基礎工事面でも有利となり、建築コ
スト低減化が可能となる。また、建物の間取り面でも、
柱配列による制約が無いため自由度が増す。また、壁体
10が工場生産品であるため、常時生産保管して必要時
に搬送使用が可能となり、建物の設計から施工完了まで
の建築管理システムが合理化出来る。Therefore, if the wall body 10 of this embodiment is adopted as the outer wall material, a steel-framed building without pillars, beams, girders, braces, etc. can be constructed, and the steel material used in the building is much more extreme than the conventional steel-framed building. In addition to saving (about 1/3), it is also advantageous in terms of foundation work for ground bearing measures to reduce the weight of the building, and it is possible to reduce construction costs. Also on the floor plan of the building,
Freedom is increased because there are no restrictions due to the column arrangement. Further, since the wall body 10 is a factory-produced product, it can be manufactured and stored at all times and can be used for transportation when necessary, and the building management system from the design of the building to the completion of construction can be rationalized.
【0050】その上、壁体10は、内面に突出平面板部
4が内装材取付用の下地材機能を有し、凹部10Zが吸
音断熱材充填及び設備配管、配線用のスペースを有し、
外面に下地材3を備えた断熱材2を有するため、現場で
の搬入建材種類の削減と施工工数の削減を達成し、外断
熱鉄骨造建物の建築工期短縮と建築の省力化を可能とす
る。勿論、壁体10は、建材市場寸法の壁パネルである
ため、外断熱用壁材として各種建物の新築にも、更には
建物のリフォームにすら広く利用可能である。Moreover, in the wall body 10, the projecting flat plate portion 4 has a function as a base material for mounting the interior material on the inner surface, and the recess 10 Z has a space for filling the sound absorbing and heat insulating material and for facility piping and wiring. ,
Having the heat insulating material 2 provided with the base material 3 on the outer surface, it is possible to reduce the types of building materials to be carried in on the site and the number of construction man-hours, and it is possible to shorten the construction period of the outer heat insulating steel frame building and save the labor of the construction. . Of course, since the wall body 10 is a wall panel of the size of the building material market, it can be widely used as a wall material for external heat insulation in new construction of various buildings and even in the remodeling of buildings.
【0051】〔第1発明例2(図9、図10)〕例1の
壁体10に対して、両側に縦枠を設けたものである。即
ち、図9(B)に示す如く、縦枠24は長さが壁板1と
同長のL1で、側板24Sの幅が上下枠7,8と同幅
W2、折曲部24Bの幅が50mm、肉厚が上下枠7,8と
同じ2.3mmの山形鋼(アングル鋼)材であって、折曲
部24B上下端にそれぞれ上下枠側板7S,8Sと衝合す
るための切欠24Cを形成し、側板24Sには4個のボル
ト孔H5を設けたものである。該縦枠24の壁体への取
付けは、断熱材付与前に折曲部24Bを壁板1の側端1E
外側に当接すると共に、切欠24Cによって上下枠側板
7S,8Sに衝接した形態で折曲部24Bと側端1Eとを点
溶接により固定する。[First Invention Example 2 (FIGS. 9 and 10)] Vertical walls are provided on both sides of the wall body 10 of Example 1. That is, as shown in FIG. 9B, the length of the vertical frame 24 is L 1 having the same length as that of the wall plate 1, the width of the side plate 24 S is the same width W 2 as the upper and lower frames 7, 8, and the bent portion 24. width B is 50 mm, angle iron of the same 2.3mm wall thickness with upper and lower frames 7,8 a (angle steel) material, respectively, the bent portion 24 B upper and lower ends upper and lower frames side plate 7 S, 8 S and shock A notch 24 C for mating is formed, and the side plate 24 S is provided with four bolt holes H 5 . The vertical frame 24 is attached to the wall body by attaching the bent portion 24 B to the side end 1 E of the wall plate 1 before applying the heat insulating material.
Abuts against the outer side, is fixed by spot welding and a bent portion 24 B and the side edge 1 E in a form collides vertically frame side plate 7 S, 8 S by the notch 24 C.
【0052】そして、例1と同様手段で断熱材2及び下
地材3を付与して図9(A)の壁体10とする。得られ
た壁体10は、両側面に縦枠側板24Sが存在するた
め、壁体10相互の左右連結に際しては、図10(B)
に示す如く、側板24Sのボルト孔H5を介してボルト締
着により仮止めが容易となり、両側板24S間に鋼板片
をパッキンとして介在すれば強固な緊締となる。その
上、壁板側端1Eと折曲部24Bの重ね部が補強効果を奏
する反面、縦枠側板24Sの存在により、下枠8相互の
例1の如き直線状連結(図4)及び角隅連結(図5)は
出来なくなるが、その他は例1の壁体同様の作用効果を
奏し、発明の所期の課題が解決出来る。Then, the heat insulating material 2 and the base material 3 are applied in the same manner as in Example 1 to form the wall body 10 of FIG. 9 (A). Since the obtained wall body 10 has the vertical frame side plates 24 S on both side surfaces, when connecting the wall bodies 10 to each other left and right, as shown in FIG.
As shown in, tacking is facilitated by bolts fastening through the bolt holes H 5 of the side plate 24 S, the steel sheet becomes strong tightening if interposed as packing between the side plates 24 S. Moreover, while the overlapping portion of the wall plate side end 1 E and the bent portion 24 B exerts a reinforcing effect, the presence of the vertical frame side plate 24 S causes the lower frame 8 to be linearly connected as in Example 1 (FIG. 4). And the corner connection (FIG. 5) cannot be performed, but the other effects are similar to those of the wall body of Example 1, and the intended problem of the invention can be solved.
【0053】〔第1発明例3(図11)〕例1(図1)
の壁体10が上下枠体7,8内に壁板1を嵌入するのに
対し、例3の壁体10は壁板1内に上下枠体7,8を嵌
入するものである。即ち、図11(B)に示す如く、壁
板1の各内外側突出平面板部4,5に近接した傾斜板部
6のつけ根部に壁板上下端から枠体側版7S,8S嵌入用
の幅W7、深さL7のスリット6´を形成し、上下枠7,
8を、その側板7S,8Sをスリット6´に嵌入すること
により壁板内に嵌入し、壁板端が枠体底板7B,8Bに内
接する形態とし、内外側突出平面板部4,5と枠体側板
7S,8Sとの重合部に点溶接を施し(図11(A))、
次いで該壁本体に例1同様の断熱材付与をする。尚、上
下枠体7,8の各コーナーCa(図11(C))は嵌合
前に研磨して丸みを取っておく事が、壁板端全長を上下
枠底板へ当接させ、荷重を速やかに基礎へ伝達させるた
めに必要である。[First Invention Example 3 (FIG. 11)] Example 1 (FIG. 1)
While the wall body 10 of FIG. 3 fits the wall plate 1 into the upper and lower frame bodies 7 and 8, the wall body 10 of Example 3 fits the upper and lower frame bodies 7 and 8 into the wall plate 1. That is, as shown in FIG. 11 (B), the frame side plates 7 S , 8 S are fitted from the upper and lower ends of the wall plate into the roots of the inclined plate parts 6 close to the inner and outer protruding flat plate parts 4, 5 of the wall plate 1. Forming a slit 6'having a width W 7 and a depth L 7 for the upper and lower frames 7,
8, the side plates 7 S , 8 S are fitted into the wall plates by fitting them into the slits 6 ′, and the wall plate ends are inscribed in the frame bottom plates 7 B , 8 B. Spot welding is applied to the overlapping portions of the frames 4 and 5 and the frame side plates 7 S and 8 S (Fig. 11 (A)).
Next, the same heat insulating material as in Example 1 is applied to the wall body. It should be noted that each corner Ca (FIG. 11C) of the upper and lower frame bodies 7 and 8 should be ground and rounded before fitting so that the entire length of the wall plate is brought into contact with the upper and lower frame bottom plates to reduce the load. Necessary for prompt transmission to the foundation.
【0054】得られた壁体にあっては、内側は壁板1の
内側突出平面板部4が上下枠7,8の内側板7S,8Sの
内側の表出位置を占めて、例1の壁体の如き上下側板7
S,8Sの出っ張りが無いため、内側突出平面板部4を下
地材として石膏ボード等の内装板を上から下まで段差な
く平坦に取付けられる点で有利である上、その他は、例
1の壁体と同様の作用効果を奏し、発明の所期の課題が
解決出来る。In the obtained wall body, the inside projecting flat plate portion 4 of the wall plate 1 occupies the exposed position inside the inner plates 7 S , 8 S of the upper and lower frames 7, 8 on the inside. Upper and lower side plates 7 such as wall 1
Since there is no protrusion of S , 8 S , it is advantageous in that the inner protruding flat plate portion 4 can be used as a base material and an interior plate such as a gypsum board can be flatly attached from top to bottom without a step. The same effect as that of the wall body is achieved, and the intended problem of the invention can be solved.
【0055】〔第2発明(図12,13)〕壁板1の構
造は第1発明の例1と同様とする。勿論、壁体10´の
製作も、断熱材付与前の壁板1及び上下枠7,8から成
る鋼製の壁体骨組みは第1発明の例1、例2及び例3と
同様と出来る。そして、断熱材の充填付与工程にあって
は、図13(A)に示す如く、断面台形のアンカー片4
1を内面全長に亘って、且つ等間隔に、ドリルネジSで
配置固定したサイディング(壁板)を外装材40として
型枠内に配置し、第1発明例1同様に注入した発泡ウレ
タンフォームの凝固接着力により、外装材40のアンカ
ー片周面を含む内側面全面、断熱材2及び壁板1の外側
面全面を界面接着力により一体化固着し、図12に示す
如き壁体10´を得る。勿論、ウレタン発泡体の金属
板、合成樹脂板、木板等に対する凝固接着力は大である
ので、軽量、且つ接着性の良い外装面材であれば、アン
カー片41を用いずとも十分な接着力が得られる。[Second Invention (FIGS. 12 and 13)] The structure of the wall plate 1 is the same as that of the first invention. Of course, the wall body 10 'can be manufactured in the same manner as in Example 1, Example 2 and Example 3 of the first invention with respect to the steel frame body structure including the wall plate 1 and the upper and lower frames 7 and 8 before the heat insulating material is applied. Then, in the heat insulating material filling and applying step, as shown in FIG.
1 over the entire length of the inner surface and at equal intervals, the siding (wall plate) arranged and fixed with the drill screw S is arranged in the frame as the exterior material 40, and the urethane foam foam coagulated in the same manner as in the first invention example 1 is solidified. By the adhesive force, the entire inner side surface including the anchor piece peripheral surface of the exterior member 40, the heat insulating material 2 and the entire outer side surface of the wall plate 1 are integrally fixed by the interfacial adhesive force to obtain a wall body 10 'as shown in FIG. . Of course, since the urethane foam has a large solidification adhesive strength to a metal plate, a synthetic resin plate, a wooden board, etc., as long as it is lightweight and has good adhesiveness, the exterior surface material has a sufficient adhesive force without using the anchor piece 41. Is obtained.
【0056】得られた壁体10´は第1発明の壁体10
と同様に鉄骨造建物の構造用壁体として使用出来、壁体
10´相互の連結、コンクリート合成床形成等、建物構
造体の構築にあっては、第2発明の壁体10´は、第1
発明の壁体10と同効機能を奏する。しかも、第2発明
の壁体10´で構築した外壁は、工場でのパネル壁体製
作時に付与された外装材を有しているため、もはや施工
現場でのサイディング等の壁材の付与作業が不要となる
上に、現場施工で付設した外装材よりも高精度、且つ均
質な外装材を備えることとなり、鉄骨造建物の建築に際
しては、第1発明の壁体10を用いる場合より、更に現
場施工の合理化、効率化が達成出来る。The obtained wall body 10 'is the wall body 10 of the first invention.
In the same way as the above, it can be used as a structural wall body of a steel building, and in the construction of the building structure such as the connection of the wall bodies 10 ′, the formation of a concrete composite floor, the wall body 10 ′ of the second invention is 1
It has the same function as the wall 10 of the invention. Moreover, since the outer wall constructed by the wall body 10 'of the second invention has the exterior material provided at the time of manufacturing the panel wall body in the factory, it is no longer necessary to apply the wall material such as siding at the construction site. In addition to being unnecessary, a more accurate and uniform exterior material will be provided than the exterior material attached by on-site construction, and when constructing a steel frame building, it is even more effective than when the wall body 10 of the first invention is used. Rationalization and efficiency of construction can be achieved.
【0057】〔その他〕下地材3としては、木製、鋼
製、塩ビ合成樹脂等慣用の胴縁材が使用出来、断面形状
も、台形に限らず、コ字状、エ字状、内面に係止突部を
備えた平板状等、断熱材への埋設容易で且つ抜脱の防止
出来るものが有効である。従って、サイディング等の軽
い外装材は断熱材層中に単に埋設されただけの下地材で
の保持も可能となる。[Others] As the base material 3, a conventional furring material such as wood, steel, and vinyl chloride synthetic resin can be used, and the cross-sectional shape is not limited to the trapezoid, and the cross-section may be a U-shape, an E-shape, or an inner surface. It is effective to use a flat plate or the like having a stop projection, which can be easily embedded in the heat insulating material and can be prevented from being pulled out. Therefore, a light exterior material such as siding can be held by the base material simply embedded in the heat insulating material layer.
【0058】また、壁体10の両側面に壁板1の折曲に
より側板部を形成すれば、該側板部が請求項10の発明
での縦枠24と同効機能を奏することとなる。また、請
求項6の発明に於いて、内側突出平面板部4の幅を外側
突出平面板部5の幅より大とすれば、内側突出平面板部
4の内装用下地材としての使用に有利となり、しかも、
外側突出平面板部5に対する下地材胴縁の取付けに別段
支障なく、壁板1の垂直応力F1、水平応力F2に対する
強度にも支障を生じない。If side plates are formed by bending the wall plate 1 on both side surfaces of the wall body 10, the side plates have the same function as the vertical frame 24 in the invention of claim 10. Further, in the invention of claim 6, if the width of the inner protruding flat plate portion 4 is made larger than the width of the outer protruding flat plate portion 5, it is advantageous to use the inner protruding flat plate portion 4 as a base material for interior. And moreover,
There is no particular problem in mounting the furring strip of the base material on the outwardly projecting flat plate portion 5, and there is no problem in the strength of the wall plate 1 against the vertical stress F 1 and the horizontal stress F 2 .
【0059】また、外装材40は、図13(B)に示す
如く、裏面にアンカー片41を予め接着又はネジ固着し
た構造用合板を用い、壁板側からアンカー片を固定して
合成樹脂発泡体の発泡凝固接着力で一体化固定すれば、
外装材40の固着力は強大となり、窯業系タイルの外装
仕上も可能となる。また、図13(C)の如く、軽量鉄
骨天井に使用する野縁42を転用して外装材の内面にド
リルネジS固着してアンカー片42として用いれば、断
熱材2に対する強大なアンカー機能を奏するため、断熱
材2との接着力の弱い外装材の利用すら可能となる。Further, as shown in FIG. 13 (B), the exterior material 40 is a structural plywood board having an anchor piece 41 previously bonded or screwed to the back surface thereof, and the anchor piece is fixed from the wall board side to form a synthetic resin foam. If you integrally fix it with the foam coagulation adhesive force of the body,
The fixing force of the exterior material 40 becomes strong, and the exterior finish of ceramic tiles is also possible. Further, as shown in FIG. 13C, if the field edge 42 used for the lightweight steel ceiling is diverted and the drill screw S is fixed to the inner surface of the exterior material and used as the anchor piece 42, a strong anchor function for the heat insulating material 2 is achieved. Therefore, it is possible to use an exterior material having a weak adhesive force with the heat insulating material 2.
【0060】[0060]
【第1の発明の効果】壁体10は建物の床から壁体に伝
達される垂直応力F1及び壁面に作用する水平応力F2に
耐える強度を有するため、柱、梁、桁、ブレース等を必
要としないで建物が建築出来、柱配列による制約の無い
間取りの自由度の向上した建物が得られる。しかも、壁
体での使用鋼材は薄鋼板であるため、壁体自体が軽量と
なり、使用鋼材を節約した軽量建物となり、鋼材使用面
からも、建物の地耐力基礎工事の面からも有利となる。[Effect of the first invention] Since the wall body 10 has strength to withstand the vertical stress F 1 transmitted from the floor of the building to the wall body and the horizontal stress F 2 acting on the wall surface, columns, beams, girders, braces, etc. The building can be constructed without the need for a building, and a building with an increased degree of freedom in floor plan without restrictions due to the column arrangement can be obtained. Moreover, since the steel used in the wall is a thin steel plate, the wall itself becomes light weight, and it becomes a lightweight building that saves the used steel, which is advantageous from the viewpoint of steel usage and from the viewpoint of the foundation strength of the building. .
【0061】更に、壁体10は、断熱材2の層及び外装
用下地材3を一体的に備えた工場生産パネルであるた
め、規格化された均質製品として保管搬送に有利である
と共に、季節の閑忙にかかわらず生産可能であるため、
建物の設計から完工までの管理システムが合理化出来
る。また、従来の如き、柱、梁、桁等の重量建材を用い
ないため、建築資材の現場への搬入も容易であり、しか
も、壁体10の内側の壁板自体が内装用下地材として利
用出来ること、壁体10自体が断熱材2の層及び外装用
下地材3を一体的に備えていることにより、現場での使
用建材種類及び施工工数が減少し、工場製作比率の高い
高品質、且つ均質な建物が短い施工期間で建築出来、建
物が低コストで合理的に建築出来る。Furthermore, since the wall 10 is a factory-produced panel integrally provided with the layer of the heat insulating material 2 and the base material 3 for exterior, it is advantageous as a standardized homogeneous product for storage and transportation, and it is seasonal. Because it can be produced regardless of the busy period,
The management system from building design to completion can be rationalized. Further, unlike the conventional case, since heavy building materials such as columns, beams and girders are not used, it is easy to carry the building materials to the site, and the wallboard itself inside the wall body 10 is used as a base material for interior. What can be done, since the wall 10 itself is integrally provided with the layer of the heat insulating material 2 and the base material 3 for exterior, the type of building material used on the site and the number of construction steps are reduced, and high quality with a high factory production ratio, Moreover, a homogeneous building can be constructed in a short construction period, and the building can be reasonably constructed at a low cost.
【0062】また、壁体10は、1枚の薄鋼板製の壁板
1と断熱材2の層との積層構造で気密性が高い上に、内
側面には吸音断熱材Gの充填及び設備配管の可能な凹部
10Zが存在するため、外側面の断熱材2層と相俟っ
て、設備工事が容易で、熱及び音に対する高性能な建物
の建築が容易となる。しかも外装用下地材3が断熱材2
中に埋設されているために下地材3への外装材(サイデ
ィング)の取付けも熱橋を生じなく施工出来、住環境の
優れた外断熱鉄骨造建物の建築が容易となる。Further, the wall body 10 has a high airtightness due to the laminated structure of the wall plate 1 made of one thin steel plate and the layer of the heat insulating material 2, and the inner surface is filled with the sound absorbing heat insulating material G and the equipment. since the possible recess 10 Z of the pipe is present, I heat insulator 2 layer coupled with an outer surface, is easy to construction equipment, that Do facilitates building high performance building to heat and sound. Moreover, the exterior base material 3 is the heat insulating material 2.
Since it is buried inside, the exterior material (siding) can be attached to the base material 3 without generating a heat bridge, and the construction of the outer heat-insulated steel frame building excellent in the living environment becomes easy.
【0063】[0063]
【第2の発明の効果】第2の発明(断熱材2外面に外装
材40を固着した発明)も第1の発明(断熱材2外面に
下地材3を埋設露出した発明)も鉄骨造建物の構造材と
しては、同一構成であり、同効機能を有し、同一効果を
奏する。その上、第2の発明は、外装材を一体化したパ
ネル壁体10´であるため、第2の発明の壁体10´を
用いた鉄骨造建物の建築施工にあっては、外装材の取付
作業すら省略出来、第1の発明の壁体10の使用による
建築施工よりも、現場作業工数が更に減少出来、より現
場作業が合理化出来る。しかも、工場生産品として製作
されたパネル壁体10´にあっては、外装材の取付け精
度は、現場施工により取付けた外装材よりも均質、且つ
高精度である。[Effect of the second invention] Both the second invention (the invention in which the exterior material 40 is fixed to the outer surface of the heat insulating material 2) and the first invention (the invention in which the base material 3 is buried and exposed on the outer surface of the heat insulating material 2) are steel-framed buildings. The same structural material has the same effect and the same effect. Moreover, since the second invention is a panel wall body 10 'in which an exterior material is integrated, in the construction of a steel frame building using the wall body 10' of the second invention, Even installation work can be omitted, and the number of on-site work steps can be further reduced and the on-site work can be more rationalized than the construction work by using the wall body 10 of the first invention. Moreover, in the panel wall body 10 'manufactured as a factory-produced product, the mounting accuracy of the exterior material is more uniform and higher than that of the exterior material installed by the on-site construction.
【図1】第1発明実施例1の壁体10の図であって、
(A)は全体斜視図、(B)は壁板1の一部拡大断面
図、(C)は壁体10下部の部分断面図である。FIG. 1 is a view of a wall body 10 of Example 1 of the first invention,
(A) is an overall perspective view, (B) is a partially enlarged sectional view of the wall plate 1, and (C) is a partial sectional view of a lower portion of the wall body 10.
【図2】第1発明壁体10の使用状態略示説明図であ
る。FIG. 2 is a schematic explanatory view of a usage state of the first invention wall body 10.
【図3】第1発明壁体10の使用状態図であって、
(A)はコンクリート打設前を、(B)はコンクリート
打設後を示す図である。FIG. 3 is a view showing the usage state of the first invention wall body,
(A) is a figure before concrete pouring, and (B) is a figure showing after concrete pouring.
【図4】第1及び第2発明の壁体10,10´の直線状
継ぎ部の図であり、(A)は斜視図、(B)は平面図で
ある。FIG. 4 is a view of a linear joint portion of the wall bodies 10 and 10 'of the first and second inventions, (A) is a perspective view and (B) is a plan view.
【図5】第1及び第2発明の壁体10,10´の角隅で
の継ぎ手段を示す図であり、(A)は斜視図、(B)は
平面図である。5A and 5B are views showing joint means at corners of the wall bodies 10 and 10 'of the first and second inventions, FIG. 5A being a perspective view and FIG. 5B being a plan view.
【図6】第1発明壁体10の他の使用例を示す部分斜視
図である。6 is a partial perspective view showing another usage example of the first invention wall body 10. FIG.
【図7】第1発明壁体10での下地材3の1取付例の説
明図で、(A)は断面図、(B)は断熱材付与前の斜視
図である。7A and 7B are explanatory views of one mounting example of the base material 3 in the first invention wall body, FIG. 7A is a sectional view, and FIG. 7B is a perspective view before a heat insulating material is applied.
【図8】第1発明壁体10の使用時の熱橋説明図であ
り、(A)は下地材3側からドリルネジ止めした状態
を、(B)は壁板側からドリルネジ止めした状態を示す
図である。8A and 8B are explanatory views of a thermal bridge when the first invention wall body 10 is used, where FIG. 8A shows a state where the base material 3 side is screwed with a drill screw, and FIG. 8B shows a state where the wall plate side is drilled with a screw. It is a figure.
【図9】第1発明実施例2の壁体10の図であって、
(A)は全体斜視図、(B)は縦枠24の斜視図であ
る。FIG. 9 is a view of the wall body 10 of Embodiment 1 of the first invention,
(A) is an overall perspective view, (B) is a perspective view of the vertical frame 24.
【図10】図9の壁体の上枠を除いた状態の斜視図であ
り,(A)は一方のみを、(B)は連結状態を示す図で
ある。10 is a perspective view showing a state where the upper frame of the wall body of FIG. 9 is removed, (A) showing only one side and (B) showing a connected state.
【図11】第1発明実施例3の壁体10の断熱材付与前
の図であり、(A)は全体斜視図、(B)は(A)のB
−B断面を、(C)は(A)のC視側面図である。11A and 11B are diagrams of the wall body 10 of Example 1 of the first invention before the heat insulating material is applied thereto, FIG. 11A is an overall perspective view, and FIG. 11B is B of FIG.
-B cross section, (C) is a C side view of (A).
【図12】第2発明の概略斜視図である。FIG. 12 is a schematic perspective view of a second invention.
【図13】第2発明の外装材固着形態断面図であり、
(A)はアンカー片を備えたもの、(B)はアンカー片
を固定したもの、(C)は別体のアンカー片を外装材に
付設したものを示す図である。FIG. 13 is a sectional view of the exterior material fixing mode of the second invention,
(A) is a figure provided with an anchor piece, (B) is a figure which fixed the anchor piece, (C) is a figure which attached the separate anchor piece to the exterior material.
【図14】従来例1の斜視図であって、(A)は基礎取
付部を、(B)は梁を示す図である。14A and 14B are perspective views of Conventional Example 1, in which FIG. 14A is a base attachment portion and FIG. 14B is a beam.
【図15】従来例1の図であって、(A)は梁60へ壁
板70及び床板80を取付けた状態斜視図であり、
(B)は壁体の断面図である。FIG. 15 is a diagram of Conventional Example 1, (A) is a perspective view showing a state where a wall plate 70 and a floor plate 80 are attached to a beam 60;
(B) is a cross-sectional view of the wall body.
【図16】従来例2の説明斜視図である。16 is an explanatory perspective view of Conventional Example 2. FIG.
1・・・壁板、 1E・・・側端、 2・・・断熱材、 3・・・下
地材、3F・・・下地材表面、 4,5・・・平面板部(突出
部)、 6・・・傾斜板部、7・・・上枠、 8・・・下枠、
7S,8S・・・側板、 7B,8B・・・底板、9・・・通気層、
10・・・壁体、 10Z・・・凹部、 11・・・デッキプレ
ート、11M・・・山部、 12・・・横材、 13・・・ガセッ
トプレート、 14・・・小梁、15・・・デッキプレート
受、 16・・・タテ胴縁、 20・・・石膏ボード、25・・
・溝鋼片、 26・・・鋼板片、 30・・・パッキン、 4
0・・・外装材、41,42・・・アンカー片、C・・・コンク
リート合成床、 C0・・・コンクリート充填部、G・・・吸
音断熱材、 F1・・・垂直応力、 F2・・・水平応力、H1・
・・配筋挿入用孔、 H2,H3,H5・・・ボルト締着孔、
M・・・点溶接、S・・・ドリルネジ、 W1・・・壁板見掛け
厚、 W2・・・上下枠幅、W3・・・壁体厚DESCRIPTION OF SYMBOLS 1 ... Wall plate, 1 E ... Side edge, 2 ... Heat insulating material, 3 ... Base material, 3 F ... Base material surface, 4, 5 ... Flat plate part (projection part) ), 6 ... inclined plate portion, 7 ... upper frame, 8 ... lower frame,
7 S , 8 S ... side plate, 7 B , 8 B ... bottom plate, 9 ... ventilation layer,
10 ... Wall body, 10 Z ... Recessed part, 11 ... Deck plate, 11 M ... Mountain part, 12 ... Horizontal member, 13 ... Gusset plate, 14 ... Beam, 15 ... Deck plate receiver, 16 ... Vertical furring strip, 20 ... Gypsum board, 25 ...
・ Groove steel piece, 26 ... Steel sheet piece, 30 ... Packing, 4
0 ... exterior material, 41 ... anchor pieces, C ... concrete composite floors, C 0 ... concrete-filled portion, G ... acoustic insulation material, F 1 ... normal stress, F 2 ... Horizontal stress, H 1
· Reinforcement insertion hole, H 2, H 3, H 5 ··· bolt fastening holes,
M: spot welding, S: drill screw, W 1 ... apparent thickness of wall plate, W 2 ... upper and lower frame width, W 3 ... wall thickness
フロントページの続き (56)参考文献 特開 昭50−156222(JP,A) 特開2000−136575(JP,A) 特開2000−248615(JP,A) 特開 平11−229490(JP,A) 実開 昭58−49189(JP,U) 実開 昭58−159308(JP,U) 特許2685581(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E04B 2/00 E04B 1/76 E04B 2/56 605 E04B 2/56 645 E04C 2/26 Continuation of the front page (56) References JP-A-50-156222 (JP, A) JP-A-2000-136575 (JP, A) JP-A-2000-248615 (JP, A) JP-A-11-229490 (JP, A) ) Actual development Sho 58-49189 (JP, U) Actual development Sho 58-159308 (JP, U) Patent 2685581 (JP, B2) (58) Fields investigated (Int.Cl. 7 , DB name) E04B 2/00 E04B 1/76 E04B 2/56 605 E04B 2/56 645 E04C 2/26
Claims (17)
掛け厚W1で垂直応力(F1)及び水平応力(F2)に
耐える形態に構造用の壁板(1)を形成し、底板
(7B,8B)及び側板(7S,8S)を備えた断面コ
字状の形鋼から成る上下枠(7,8)を壁板(1)の上
下端に嵌着して壁板(1)の折曲により形成された内外
側突出部(4,5)と上下枠の各内外側板(7S,
8S)とを固着一体化すると共に、外側面には胴縁等の
下地材(3)を適所に埋設露出させた断熱材(2)の層
を一体化固定した建物の構造用壁体。1. A structural wall plate (1) is formed by bending one thin steel plate into a substantially corrugated cross-section and having a shape that withstands vertical stress (F 1 ) and horizontal stress (F 2 ) at an apparent thickness W 1. formed, fitting the bottom plate (7 B, 8 B) and the side plate (7 S, 8 S) consisting of a U-shaped cross section shape steel having a top and bottom frames of the (7, 8) on the upper and lower ends of the wall plate (1) And the inner and outer protrusions (4, 5) formed by bending the wall plate (1) and the inner and outer plates (7 S ,
8 S ) is integrally fixed, and a layer of a heat insulating material (2) in which a base material (3) such as a furring strip is buried and exposed at a proper position is integrally fixed on the outer surface of the building structural wall body.
て、断熱材(2)を発泡凝固接着力によって壁板(1)
及び下地材(3)と一体化固定した、請求項1の構造用
壁体。2. The heat insulating material (2) is a synthetic resin foam, and the heat insulating material (2) is applied to the wall plate (1) by the foam solidification adhesive force.
The structural wall body according to claim 1, integrally fixed to the base material (3).
掛け厚W1で垂直応力(F1)及び水平応力(F2)に
耐える形態に構造用の壁板(1)を形成し、底板
(7B,8B)及び側板(7S,8S)を備えた断面コ
字状の形鋼から成る上下枠(7,8)を壁板(1)の上
下端に嵌着して壁板(1)の折曲により形成された内外
側突出部(4,5)と上下枠の各内外側板(7S,
8S)とを固着一体化すると共に、外側面には外装材
(40)を外面に積層固着した断熱材(2)の層を一体
化固定した建物の構造用壁体。3. A structural wall plate (1) is formed by bending one thin steel plate into a substantially corrugated cross-section and having a shape that can withstand vertical stress (F 1 ) and horizontal stress (F 2 ) at an apparent thickness W 1. formed, fitting the bottom plate (7 B, 8 B) and the side plate (7 S, 8 S) consisting of a U-shaped cross section shape steel having a top and bottom frames of the (7, 8) on the upper and lower ends of the wall plate (1) And the inner and outer protrusions (4, 5) formed by bending the wall plate (1) and the inner and outer plates (7 S ,
8 S ) is integrally fixed to the outside surface of the building, and the exterior wall (40) is laminated and fixed to the outer surface of the heat insulating material (2).
て、断熱材(2)を発泡凝固接着力によって壁板(1)
及び外装材(40)と一体化固定した、請求項3の構造
用壁体。4. The heat insulating material (2) is a synthetic resin foam, and the heat insulating material (2) is applied to the wall plate (1) by the foam solidification adhesive force.
The structural wall body according to claim 3, wherein the structural wall body and the exterior material (40) are integrally fixed.
ね継ぎされている、請求項1乃至4のいずれか1項の構
造用壁体。5. The structural wall body according to claim 1, wherein a plurality of wall plates (1) are spliced together at side ends (1 E ).
と外側突出の平面板部(5)と、両平面板部(4,5)
間の傾斜板部(6)とを備えた、請求項1乃至5のいず
れか1項の構造用壁体。6. A flat plate portion (4) in which the wall plate (1) projects inward.
And a flat plate portion (5) protruding outward, and both flat plate portions (4, 5)
Structural wall according to any one of claims 1 to 5, comprising an inclined plate portion (6) in between.
mmで、見掛け厚W1が約100mm、各平面板部(4,
5)の幅(a)が約130mmで、内側平面板部(4)の
中心間寸法(L4)が建材市場寸法に符号した寸法を有
し、且つ傾斜板部(6)の傾斜角(θ1)が約45°で
ある、請求項6の構造用壁体。7. The wall plate (1) has a wall thickness (T 1 ) of about 1.2.
mm, apparent thickness W 1 is about 100 mm, and each flat plate part (4,
The width (a) of 5) is about 130 mm, the center-to-center dimension (L 4 ) of the inner flat plate portion (4) has a dimension that matches the building material market size, and the inclination angle of the inclined plate portion (6) ( The structural wall of claim 6, wherein θ 1 ) is about 45 °.
8B)がボルト締着孔(H2)を備え、更に、上枠内側
板(7S)がボルト締着孔(H3)を備えた、請求項1
乃至7のいずれか1項の構造用壁体。8. The bottom plates (7 B , 7 B , 7) of the upper and lower frames (7, 8)
8 B ) has a bolt fastening hole (H 2 ), and the upper frame inner plate (7 S ) has a bolt fastening hole (H 3 ).
7. The structural wall body according to any one of items 1 to 7.
板形態であり、単位壁体(10,10´)の両端では外
側突出平面板形態である、請求項1乃至8のいずれか1
項の構造用壁体。9. Side walls (1 E ) of the wall plate (1) are in the form of a protruding flat plate, and at both ends of the unit wall body (10, 10 ′) are in the form of an outer protruding flat plate. Any one of 8
Structural wall of paragraph.
体(10,10´)の壁板側端(1E)に固定して壁体
(10,10´)の両側面に配置すると共に、縦枠(2
4)の両側面(24S)にはそれぞれボルト締着孔(H
5)を設けた、請求項1乃至9のいずれか1項の構造用
壁体。10. One side of a vertical frame (24) of angle steel is fixed to a wall plate side end (1 E ) of a unit wall body (10, 10 ′) to both side surfaces of the wall body (10, 10 ′). The vertical frame (2
4) Both sides (24 S ) of the bolt fastening holes (H
5 ) The structural wall body according to any one of claims 1 to 9, wherein the structural wall body is provided.
(4,5)に近接した傾斜板部(6)の上下端から上下
枠(7,8)嵌合用スリット(6´)を形成し、上下枠
各側板(7S,8S)を該スリット(6´)内に嵌入し
て該突出平面板部(4,5)と各側板(7S,8S)と
を溶接(M)した、請求項6乃至10のいずれか1項の
構造用壁体。11. An upper and lower frame (7, 8) fitting slit (6 ') is formed from the upper and lower ends of the inclined plate portion (6) close to the inner and outer protruding flat plate portions (4,5) of the wall plate (1). The upper and lower frame side plates (7 S , 8 S ) are fitted into the slits (6 ′) and the protruding flat plate portions (4,5) are welded to the side plates (7 S , 8 S ) ( M) The structural wall body according to any one of claims 6 to 10.
部(5)で固定されている、請求項1,2,5乃至11
のいずれか1項の構造用壁体。12. The base material (3) is fixed at the outer projections (5) of the wall plate (1), as claimed in claims 1, 2, 5 to 11.
The structural wall body according to any one of 1.
の如き熱不良導体である、請求項1,2,5乃至12の
いずれか1項の構造用壁体。13. The structural wall body according to claim 1, wherein the base material (3) is a heat-defective conductor such as wood or a plastic material.
平面板部(5)との間に小片のパッキン(30)を介
し、該突出平面板部(5)側からドリルネジ(S)で該
ネジ(S)の先端が下地材(3)の表面(3F)に出な
い形態に突出平面板部(5)と固定した、請求項1,
2,5乃至13のいずれか1項の構造用壁体。14. The base material (3) is provided with a small piece of packing (30) between the base plate (3) and the outer protruding flat plate part (5), and a drill screw (5) is inserted from the protruding flat plate part (5) side. 2. The protruding flat plate portion (5) is fixed by S) such that the tip of the screw (S) is not exposed on the surface (3 F ) of the base material (3).
The structural wall body according to any one of items 2, 5 to 13.
片(41,42)を備えた請求項3乃至11のいずれか
1項の構造用壁体。15. The structural wall body according to claim 3, wherein the exterior material (40) is provided with anchor pieces (41, 42) at appropriate positions on the inner surface.
側突出部(5)に固定されている、請求項3乃至11、
又は15のいずれか1項の構造用壁体。16. An anchor piece (41) fixed to an outer protrusion (5) of a wall plate (1), according to claims 3 to 11,
Or the structural wall body according to any one of 15.
(R)挿通用の孔(H1)を備えている請求項1乃至1
6のいずれか1項の構造用壁体。17. The inner plate (8 S ) of the lower frame (8 ) is a bar arrangement.
(R) A hole (H1) for insertion is provided.
6. The structural wall body according to any one of 6 above .
Priority Applications (1)
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JP2000179932A JP3397751B2 (en) | 2000-06-15 | 2000-06-15 | Building structural walls |
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JP2000179932A JP3397751B2 (en) | 2000-06-15 | 2000-06-15 | Building structural walls |
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CA2829260C (en) * | 2011-03-09 | 2015-12-29 | Bluescope Buildings North America, Inc. | Wall insulation system with blocks having angled sides |
CN105714956A (en) * | 2016-02-17 | 2016-06-29 | 浙江远大钢构实业有限公司 | Waterproof edge-closing structure for joint of brick wall and colored steel wall of steel structure factory building |
CN105735528A (en) * | 2016-03-25 | 2016-07-06 | 中冶建筑研究总院有限公司 | Assembled corrugated steel plate shear wall |
JP7032829B1 (en) * | 2020-12-18 | 2022-03-09 | 株式会社帯建工業 | Buildings and manufacturing methods for buildings |
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