JP3203086U - Assembled steel structure hollow building - Google Patents

Assembled steel structure hollow building Download PDF

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JP3203086U
JP3203086U JP2015006580U JP2015006580U JP3203086U JP 3203086 U JP3203086 U JP 3203086U JP 2015006580 U JP2015006580 U JP 2015006580U JP 2015006580 U JP2015006580 U JP 2015006580U JP 3203086 U JP3203086 U JP 3203086U
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plate
steel structure
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ツィイ チャンガン
ツィイ チャンガン
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ツィイ チャンガン
ツィイ チャンガン
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    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90—Passive houses; Double facade technology

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Abstract

【課題】断熱性、防音性、耐火性、耐震性及び耐久性に優れ、低コストの組立式鉄骨構造中空建築物を提供する。【解決手段】組立式鉄骨構造中空建築物は、中空屋根（Ａ）と、中空壁（Ｂ）と、横支持梁及び縦支持梁を有する中空窓枠（Ｃ）と、中空天井板（Ｄ）と、中空床板（Ｄ?）とを備える。空気を保温、断熱層、防音層、防火層とすることにより、断熱性、防音性、耐火性を高めつつ、製造コストを低減することができる。また、中空屋根（Ａ）、中空壁（Ｂ）及び中空窓枠（Ｃ）の軽量化により、鉄骨構造の負荷を軽減して耐震性を高めることができる。【選択図】図１An object of the present invention is to provide a low-cost assembly-type steel structure hollow building which is excellent in heat insulation, soundproofing, fire resistance, earthquake resistance and durability. An assembling-type steel structure hollow building includes a hollow roof (A), a hollow wall (B), a hollow window frame (C) having a transverse support beam and a longitudinal support beam, and a hollow ceiling plate (D). And a hollow floor plate (D?). By making air into a heat insulating layer, a heat insulating layer, a soundproof layer, and a fireproof layer, it is possible to reduce manufacturing costs while improving heat insulation, soundproofing, and fire resistance. Moreover, by reducing the weight of the hollow roof (A), the hollow wall (B), and the hollow window frame (C), the load on the steel structure can be reduced and the earthquake resistance can be improved. [Selection] Figure 1

Description

本考案は、建築技術分野と関連する組立式鉄骨構造中空建築物である。   The present invention is an assembly-type steel structure hollow building related to the field of building technology.

建築物は人々の生活、仕事、娯楽の主な場所である。設計から、竣工、取り壊しまでに、資源・エネルギーの取入れ、排水、排気、廃棄物の排出を行うことを伴う。したがって、最大限にエネルギーを節約し、環境を守り、汚染とごみを減少して、健康的でスペースの有効利用に適した「環境配慮型建築物」を提供することは、人類の共通の目標となる。
そこで、環境への影響を考慮して省エネルギー化を図るべく、外壁に断熱層を設けた建築物が種々提案されている（例えば特許文献１参照）。 Architecture is the main place of people's life, work and entertainment. From design to completion and demolition, it involves taking in resources and energy, draining, exhausting, and discharging waste. Therefore, it is a common goal of mankind to provide “environmentally conscious buildings” that maximize energy conservation, protect the environment, reduce pollution and waste, and are healthy and suitable for effective use of space. It becomes.
In view of this, various buildings have been proposed in which a heat insulating layer is provided on the outer wall in order to save energy in consideration of the influence on the environment (see, for example, Patent Document 1).

特開平６−２８８０２０号公報JP-A-6-288020

従来の建築物の屋根及び外壁の設計は、外断熱、内断熱、あるいは、サイドイッチ断熱などを要求している。しかし、これらの３つの断熱方式は、科学的に充分な断熱性を得ることが困難であった。   Conventional building roof and exterior wall designs require exterior insulation, interior insulation, or side switch insulation. However, it has been difficult for these three heat insulation methods to obtain scientifically sufficient heat insulation properties.

そこで、本考案は、熱伝導係数０．０２３Ｗ／（ｍ・ｋ）の天然資源である空気を保温、断熱層とし、建築材料を精選し、合理的な設計と組み合わせて、建築物が中空状態で自己保温性、断熱性、防音性、耐火性、耐震性、低二酸化炭素排出量、省エネルギー、低コスト、耐久性を有し、先進的な建築標準を達成することを目的とする。   Therefore, the present invention uses a natural heat source with a thermal conductivity coefficient of 0.023 W / (m · k) as a heat insulation and heat insulation layer, carefully selects building materials, and combines them with a rational design to create a hollow building. It aims to achieve advanced building standards with self-heat insulation, heat insulation, soundproofing, fire resistance, earthquake resistance, low carbon dioxide emission, energy saving, low cost and durability.

上記の課題を解決するために、請求項１に係る考案の組立式鉄骨構造中空建築物は、中空屋根（Ａ）と、中空壁（Ｂ）と、横支持梁及び縦支持梁を有する中空窓枠（Ｃ）と、中空天井板（Ｄ）と、中空床板（Ｄ´）とを備えたことを特徴とする。
請求項２に係る考案は、請求項１に係る組立式鉄骨構造中空建築物において、前記中空屋根（Ａ）は、第１板材（１）と、第２板材（３）と、前記第１板材（１）と前記第２板材（３）との間に形成される第１中空竜骨層（２）とで構成されていることを特徴とする。
請求項３に係る考案は、請求項１又は２の組立式鉄骨構造中空建築物において、外壁である前記中空壁（Ｂ）は、第３板材（４）と、第４板材（６）と、前記第３板材（４）と前記第４板材（６）との間に形成される第２中空竜骨層（５）とで構成され、建物内の内壁は、第５板材（７）と、第６板材（９）と、前記第５板材（７）と前記第６板材（９）との間に形成される第３中空竜骨層（８）とで構成されることを特徴とする。
請求項４に係る考案は、請求項１乃至３のいずれか１項の組立式鉄骨構造中空建築物において、前記中空窓枠（Ｃ）は、前記横支持梁（１０）と、前記縦支持梁（１０）と、断面Ｔ型板材（１２）と、これらの間に形成される第４中空層（１１）とで構成されることを特徴とする。
請求項５に係る考案は、請求項１乃至４のいずれか１項の組立式鉄骨構造中空建築物において、前記中空天井板（Ｄ）は、第７板材（１３）と、第８板材（１５）と、前記第７板材（１３）と第８板材（１５）との間に形成される第５中空竜骨層（１４）とで形成され、前記中空床板（Ｄ´）は、第９板材（１６）と、第１０板材（１８）と、前記第９板材（１６）と前記第１０板材（１８）との間に形成される第６中空竜骨層（１７）とで構成されることを特徴とする。
請求項６に係る考案は、請求項１乃至５のいずれか１項の組立式鉄骨構造中空建築物において、前記中空屋根（Ａ）、前記中空壁（Ｂ）、横支持梁及び縦支持梁を有する前記中空窓枠（Ｃ）、前記中空天井板（Ｄ）、並びに、前記中空床板（Ｄ´）は、ＡＬＣからなる板材を含み、図面及びレイアウトプランに従って工場で完成可能された後、これらを建築現場で組み立て可能な構造であることを特徴とする。 In order to solve the above-mentioned problem, the assembling-type steel structure hollow building according to claim 1 is a hollow window having a hollow roof (A), a hollow wall (B), a lateral support beam and a vertical support beam. A frame (C), a hollow ceiling plate (D), and a hollow floor plate (D ′) are provided.
The invention according to claim 2 is the assembly-type steel structure hollow building according to claim 1, wherein the hollow roof (A) includes a first plate member (1), a second plate member (3), and the first plate member. It is characterized by comprising a first hollow keel layer (2) formed between (1) and the second plate (3).
The invention according to claim 3 is the assembly type steel structure hollow building according to claim 1 or 2, wherein the hollow wall (B) which is an outer wall includes a third plate member (4), a fourth plate member (6), It is comprised by the 2nd hollow keel layer (5) formed between the said 3rd board | plate material (4) and the said 4th board | plate material (6), and the inner wall in a building is the 5th board | plate material (7), It is characterized by comprising 6 plate members (9), and a third hollow keel layer (8) formed between the fifth plate member (7) and the sixth plate member (9).
The invention according to claim 4 is the assembly-type steel structure hollow building according to any one of claims 1 to 3, wherein the hollow window frame (C) includes the horizontal support beam (10) and the vertical support beam. (10), a cross-sectional T-shaped plate material (12), and a fourth hollow layer (11) formed between them.
The invention according to claim 5 is the assembly type steel structure hollow building according to any one of claims 1 to 4, wherein the hollow ceiling plate (D) includes a seventh plate member (13) and an eighth plate member (15). ) And a fifth hollow keel layer (14) formed between the seventh plate member (13) and the eighth plate member (15), and the hollow floor plate (D ′) is a ninth plate member ( 16), a tenth plate member (18), and a sixth hollow keel layer (17) formed between the ninth plate member (16) and the tenth plate member (18). And
The invention according to claim 6 is the assembly-type steel structure hollow building according to any one of claims 1 to 5, wherein the hollow roof (A), the hollow wall (B), the horizontal support beam and the vertical support beam are provided. The hollow window frame (C), the hollow ceiling plate (D), and the hollow floor plate (D ′) include a plate material made of ALC, and after these can be completed at the factory according to the drawing and layout plan, It is a structure that can be assembled at a construction site.

本考案の一実施形態に係る組立式鉄骨構造中空建築物の縦断面図である。It is a longitudinal cross-sectional view of the assembly-type steel structure hollow building which concerns on one Embodiment of this invention. 図１の組立式鉄骨構造中空建築物の内壁の断面図である。It is sectional drawing of the inner wall of the assembly-type steel structure hollow building of FIG. 図１の組立式鉄骨構造中空建築物の中空窓枠の断面図である。It is sectional drawing of the hollow window frame of the assembly-type steel-frame structure hollow building of FIG. 図１の組立式鉄骨構造中空建築物の中空壁（外壁）の外側に凸状の角部の断面図である。It is sectional drawing of the corner | angular part convex to the outer side of the hollow wall (outer wall) of the assembly-type steel structure hollow building of FIG. 図１の組立式鉄骨構造中空建築物の中空壁（外壁）の内側に凸状の角部の断面図である。It is sectional drawing of a convex-shaped corner | angular part inside the hollow wall (outer wall) of the assembly-type steel structure hollow building of FIG. 図１の組立式鉄骨構造中空建築物の外壁と内壁とがＴ型構造になった部分の断面図である。It is sectional drawing of the part in which the outer wall and inner wall of the assembly-type steel structure hollow building of FIG. 1 became the T-type structure. 図１の組立式鉄骨構造中空建築物の内壁と内壁とがＴ型構造になった部分の断面図である。It is sectional drawing of the part in which the inner wall and inner wall of the assembly-type steel structure hollow building of FIG. 1 became the T-type structure. 図１の組立式鉄骨構造中空建築物の内側に凸状の外壁と内壁とがＴ型構造になった部分の断面図である。FIG. 2 is a cross-sectional view of a portion in which a convex outer wall and an inner wall have a T-shaped structure inside the assembly-type steel structure hollow building of FIG. 1.

以下、本考案の実施形態について、図１乃至図８を参照して詳細に説明する。
本実施形態の組立式鉄骨構造中空建築物は、中空屋根（Ａ）、中空壁（Ｂ）、縦、横支持梁を有する中空窓枠（Ｃ）、中空天井板（Ｄ）、及び、中空床板（Ｄ´）で構成される。 Hereinafter, embodiments of the present invention will be described in detail with reference to FIGS. 1 to 8.
The assembled steel structure hollow building of this embodiment includes a hollow roof (A), a hollow wall (B), a hollow window frame (C) having vertical and horizontal support beams, a hollow ceiling plate (D), and a hollow floor plate. (D ′).

中空屋根（Ａ）は、第１板材（１）と、第２板材（３）と、第１板材（１）と第２板材（３）との間に形成される第１中空竜骨層（２）で構成されている。第１板材（１）と第２板材（３）との接合部は専用のシーラントで密封される。これらの板材は、専用のボルトを使用して鉄骨構造に固定される。   The hollow roof (A) includes a first plate member (1), a second plate member (3), and a first hollow keel layer (2) formed between the first plate member (1) and the second plate member (3). ). The joint between the first plate (1) and the second plate (3) is sealed with a dedicated sealant. These plate materials are fixed to the steel structure using a dedicated bolt.

外壁である中空壁（Ｂ）は、第３板材（４）と、第４板材（６）と、これらの間に形成される第２中空竜骨層（５）とで構成される。組立式鉄骨構造中空建築物の内部を仕切る内壁は、第５板材（７）と、第６板材（９）と、これらの間に形成される第３中空竜骨層（８）とで構成される。これらの板材と板材との間の接合部は、専用のシーラントで密封される。また、これらの板材は、専用のボルトを使用して鉄骨構造に固定される。   The hollow wall (B) which is an outer wall is comprised by the 3rd board | plate material (4), the 4th board | plate material (6), and the 2nd hollow keel layer (5) formed among these. The inner wall that partitions the interior of the assembling-type steel structure hollow building is composed of the fifth plate member (7), the sixth plate member (9), and the third hollow keel layer (8) formed therebetween. . The joint between these plates is sealed with a dedicated sealant. Further, these plate materials are fixed to the steel frame structure using dedicated bolts.

中空窓枠（Ｃ）は、縦支持梁（１０）と、横縦支持梁（１０）と、断面Ｔ型板材（１２）と、これらの間に形成される第４中空層（１１）とで構成される。これらの板材と板材との間は、専用のシーラントで密封し連接される。これらの板材は、専用のボルトを使用して鉄骨構造に固定される。   The hollow window frame (C) includes a vertical support beam (10), a horizontal and vertical support beam (10), a cross-sectional T-shaped plate member (12), and a fourth hollow layer (11) formed therebetween. Composed. These plates are sealed and connected with a dedicated sealant. These plate materials are fixed to the steel structure using a dedicated bolt.

中空天井板（Ｄ）は、第７板材（１３）と、第８板材（１５）と、これらの間に形成される第５中空竜骨層（１４）とで構成される。床板（Ｄ´）は、第９板材（１６）と、第１０板材（１８）と、これらの間に形成される第６中空竜骨層（１７）とで構成される。これらの板材と板材との間は、専用のシーラントで密封し連接される。これらの板材は、専用のボルトを使用して鉄骨造に固定される。   The hollow ceiling plate (D) includes a seventh plate member (13), an eighth plate member (15), and a fifth hollow keel layer (14) formed therebetween. A floor board (D ') is comprised by the 9th board | plate material (16), the 10th board | plate material (18), and the 6th hollow keel layer (17) formed among these. These plates are sealed and connected with a dedicated sealant. These plate materials are fixed to the steel structure using dedicated bolts.

前記中空屋根（Ａ）、中空壁（Ｂ）、横支持梁及び縦支持梁を有する中空窓枠（Ｃ）、中空天井板（Ｄ）、並びに、中空床板（Ｄ´）は、図面及びレイアウトプランに従って工場で完成され、その後、これらは、建築現場で組み立てられる。これらの板材は、ＡＬＣ（高温高圧蒸気養生された軽量気泡コンクリート）からなる。   The hollow roof (A), the hollow wall (B), the hollow window frame (C) having the horizontal support beam and the vertical support beam, the hollow ceiling plate (D), and the hollow floor plate (D ′) are shown in the drawings and layout plan. According to the factory, and then these are assembled at the construction site. These plate materials are made of ALC (lightweight aerated concrete cured by high temperature and high pressure steam).

本考案は、密封状態で熱伝導係数０．０２３Ｗ／（ｍ・ｋ）の天然資源である空気を保温、断熱層、防音層及び防火層とする。また、建築材料を精選し、合理的な設計と組み合わせて、材質の優れた特性を発揮させるように各建築材料を組み込んで、科学的に完璧な中空建築物を得る。そして、最大限の自己保温性、断熱性、防音性、耐火性、耐震性、低二酸化炭素排出量、省エネルギー、低コスト、耐久性を有して先進的な建築標準とする。   In the present invention, air that is a natural resource having a thermal conductivity coefficient of 0.023 W / (m · k) in a sealed state is used as a heat insulating layer, a heat insulating layer, a soundproof layer, and a fireproof layer. In addition, the building materials are carefully selected and combined with a rational design, and each building material is incorporated so as to exhibit the excellent characteristics of the material, thereby obtaining a scientifically perfect hollow building. And it will be an advanced building standard with maximum self-heat insulation, heat insulation, soundproofing, fire resistance, earthquake resistance, low carbon dioxide emission, energy saving, low cost and durability.

板材は、厚さ１００ｍｍ、密度５５ｋｇ／ｍ２、熱抵抗値０．８３ｗ／（ｍ２・ｋ）、伝熱係数０．１２ｗ／（ｍ・ｋ）、貯熱係数２．１５ｗ／（ｍ２・ｋ）、熱膨張率７．０×１０−６/℃、防音指数３７．７ｄＢ、耐火極限４時間である。板材を二重配筋で強化して、圧縮強さ４．００Ｎｍｍ２以上、曲げ強度０．５０Ｎｍｍ２以上、せん断強さ０．５０Ｎｍｍ２以上、弾性１８００Ｎｍｍ２以上とする。（中華人民共和国建築標準設計研究所で出版された書類番号０３ＳＧ７１５−１ ＧＵＯＪＩＡＪＩＡＮＺＨＵＢＩＡＯＺＨＵＮＳＨＥＪＩ ０３ＳＧ７１５−１）。 The plate has a thickness of 100 mm, a density of 55 kg / m 2 , a thermal resistance value of 0.83 w / (m 2 · k), a heat transfer coefficient of 0.12 w / (m · k), and a heat storage coefficient of 2.15 w / (m 2 K), coefficient of thermal expansion of 7.0 × 10 −6 / ° C., soundproof index of 37.7 dB, and fire resistance limit of 4 hours. The plate material is reinforced with double reinforcement to obtain a compressive strength of 4.00 Nmm 2 or more, a bending strength of 0.50 Nmm 2 or more, a shear strength of 0.50 Nmm 2 or more, and an elasticity of 1800 Nmm 2 or more. (Document number 03SG715-1 GUOJIAJIANZHUBIAOZHUNSHEJI 03SG715-1 published at the Institute of Architectural Standard Design, People's Republic of China).

これを使用した具体的な実施形態は、以下の効果を奏する。
中空屋根（Ａ）は、第１板材（１）（厚さ１００ｍｍ）、第１中空竜骨層（２）（厚さ５０ｍｍ）、第２板材（３）（厚さ１００ｍｍ）で構成されて、その伝熱係数は０．１６ｗ／（ｍ２・ｋ）に達する。 A specific embodiment using this has the following effects.
The hollow roof (A) is composed of a first plate (1) (thickness 100 mm), a first hollow keel layer (2) (thickness 50 mm), and a second plate (3) (thickness 100 mm), The heat transfer coefficient reaches 0.16 w / (m 2 · k).

外壁である中空壁（Ｂ）は、第３板材（４）（厚さ１００ｍｍ）、第２中空竜骨層（５）（厚さ１００ｍｍ）、第４板材（６）（厚さ１００ｍｍ）で構成されて、伝熱係数は０．１６ｗ／（ｍ２・ｋ）に達することができる。内壁は、第５板材（７）（厚さ５０ｍｍ）、第３中空竜骨層（８）（厚さ５０ｍｍ）、第６板材（９）（厚さ５０ｍｍ）で構成されて、伝熱係数０．１９ｗ／（ｍ２・ｋ）に達することができる。 The hollow wall (B), which is the outer wall, is composed of a third plate (4) (thickness 100 mm), a second hollow keel layer (5) (thickness 100 mm), and a fourth plate (6) (thickness 100 mm). Thus, the heat transfer coefficient can reach 0.16 w / (m 2 · k). The inner wall is composed of the fifth plate member (7) (thickness 50 mm), the third hollow keel layer (8) (thickness 50 mm), and the sixth plate member (9) (thickness 50 mm). 19w / (m 2 · k) can be reached.

縦及び横支持梁を有する中空窓枠（Ｃ）は、縦、横支持梁（１０）及び第４中空層（１１）（厚さ１００ｍｍ）、断面Ｔ型板材（１２）（厚さ１００ｍｍ）で構成されて、伝熱係数は０．１６ｗ／（ｍ２・ｋ）に達することができる。 The hollow window frame (C) having vertical and horizontal support beams is a vertical, horizontal support beam (10) and a fourth hollow layer (11) (thickness 100 mm), and a cross-sectional T-shaped plate material (12) (thickness 100 mm). Configured, the heat transfer coefficient can reach 0.16 w / (m 2 · k).

中空屋根（Ａ）、中空の内外壁、中空天井板（Ｄ）及び中空床板（Ｄ´）の防音指数は、全て５０〜７４．８ｄＢ以上とすることができ、中空床板（Ｄ´）は、湿気を防げる。   The soundproofing indexes of the hollow roof (A), the hollow inner and outer walls, the hollow ceiling plate (D) and the hollow floor plate (D ′) can all be 50 to 74.8 dB or more, and the hollow floor plate (D ′) Prevent moisture.

耐震、耐火、防錆及び防腐：板材厚さ１００ｍｍ、密度５５ｋｇ／ｍ２の軽い板材は、鉄骨構造の負荷を軽減できる。板材と板材との間は、専用のシーラントで密封し連接される。板材は、専用のボルトを使用して鉄骨構造に固定される。大きな地震があったときに、屋根、天井板、内外壁の板材は、脱落することなく、震度８〜９級の地震に耐えることができる。密封された中空空間を自然に流通する乾燥した空気により、内部の線材、管材、鋼材を保護する。板材の厚さが５０〜１００ｍｍの場合、耐火限度が２〜４時間となり、組立式鉄骨構造中空建築物は、Ａ級ないしＡ級以上の耐火性を得ることができる。 Earthquake resistance, fire resistance, rust prevention and antiseptic: A light plate material having a plate thickness of 100 mm and a density of 55 kg / m 2 can reduce the load on the steel structure. The plate material is sealed and connected with a special sealant. The plate material is fixed to the steel structure using a dedicated bolt. When a large earthquake occurs, the roof, ceiling plate, and inner and outer wall plates can withstand earthquakes with a seismic intensity of 8 to 9 without dropping off. The inside wire, pipe, and steel are protected by dry air that naturally circulates in the sealed hollow space. When the thickness of the plate material is 50 to 100 mm, the fire resistance limit is 2 to 4 hours, and the assembling-type steel structure hollow building can obtain fire resistance of class A to class A or higher.

低二酸化炭素排出量、省エネルギー及び低コスト：板材は、熱放射が小さく、優れた建材であり、重量が通常のコンクリートの１／４だけであり、鉄骨構造の量を減少することが可能になる。そして、空気を保温、断熱層として、コストの低下が可能である。工場生産等の生産方式により、生産速度を高め、サイクルタイムを短縮することができる。そして、製造に関わる人件費を低減して総コストを低下させることができる。   Low carbon dioxide emissions, energy saving and low cost: The plate material has low heat radiation, is an excellent building material, weighs only 1/4 that of normal concrete, and can reduce the amount of steel structure . The cost can be reduced by using air as a heat insulating layer and a heat insulating layer. Production methods such as factory production can increase production speed and cycle time. And the labor cost concerning manufacture can be reduced and total cost can be reduced.

イギリス、米国、ロシア、日本、カナダ、デンマーク及びスウェーデンの建築屋根及び外壁の熱伝導率の基準値は、それぞれ０．４５、０．４５、０．４４、０．４２、０．３８、０．３０及び０．１７Ｗ／（ｍ２・ｋ）である。本考案の組立式鉄骨構造中空建築物の屋根及び外壁の熱伝導率は、全て０．１６Ｗ／（ｍ２・ｋ）以下になり、世界の先進的な水準を超える。 The standard values for the thermal conductivity of architectural roofs and exterior walls in the UK, USA, Russia, Japan, Canada, Denmark and Sweden are 0.45, 0.45, 0.44, 0.42, 0.38,. 30 and 0.17 W / (m 2 · k). The thermal conductivity of the roof and outer wall of the assembling-type steel structure hollow building of the present invention is all less than 0.16 W / (m 2 · k), which exceeds the world's advanced level.

Ａ…中空屋根、Ｂ…中空壁、Ｃ…中空窓枠、Ｄ…中空天井板、Ｄ´…中空床板、１…第１板材、２…第１中空竜骨層、３…第２板材、４…第３板材、５…第２中空竜骨層、６…
第４板材、７…第５板材、８…第３中空竜骨層、９…第６板材、１０…縦支持梁、横支持梁、１１…第４中空層、１２…断面Ｔ型板材、１３…第７板材、１４…第５中空竜骨層、１５…第８板材、１６…第９板材、１７…第６中空竜骨層、１８…第１０板材 A ... hollow roof, B ... hollow wall, C ... hollow window frame, D ... hollow ceiling plate, D '... hollow floor plate, 1 ... first plate material, 2 ... first hollow keel layer, 3 ... second plate material, 4 ... 3rd plate, 5 ... 2nd hollow keel layer, 6 ...
4th plate material, 7 ... 5th plate material, 8 ... 3rd hollow keel layer, 9 ... 6th plate material, 10 ... Longitudinal support beam, lateral support beam, 11 ... 4th hollow layer, 12 ... Cross-section T type plate material, 13 ... 7th plate material, 14 ... 5th hollow keel layer, 15 ... 8th plate material, 16 ... 9th plate material, 17 ... 6th hollow keel layer, 18 ... 10th plate material

Claims (6)

中空屋根（Ａ）と、中空壁（Ｂ）と、横支持梁及び縦支持梁を有する中空窓枠（Ｃ）と、中空天井板（Ｄ）と、中空床板（Ｄ´）とを備えたことを特徴とする組立式鉄骨構造中空建築物。   A hollow roof (A), a hollow wall (B), a hollow window frame (C) having a horizontal support beam and a vertical support beam, a hollow ceiling plate (D), and a hollow floor plate (D ′) were provided. An assembly-type steel structure hollow building characterized by 前記中空屋根（Ａ）は、第１板材（１）と、第２板材（３）と、前記第１板材（１）と前記第２板材（３）との間に形成される第１中空竜骨層（２）とで構成されていることを特徴とする請求項１に記載の組立式鉄骨構造中空建築物。   The hollow roof (A) is a first hollow keel formed between the first plate (1), the second plate (3), and the first plate (1) and the second plate (3). The assembly-type steel structure hollow building according to claim 1, characterized in that it is composed of a layer (2). 外壁である前記中空壁（Ｂ）は、第３板材（４）と、第４板材（６）と、前記第３板材（４）と前記第４板材（６）との間に形成される第２中空竜骨層（５）とで構成され、建物内の内壁は、第５板材（７）と、第６板材（９）と、前記第５板材（７）と前記第６板（９）との間に形成される第３中空竜骨層（８）とで構成されることを特徴とする請求項１又は２に記載の組立式鉄骨構造中空建築物。   The hollow wall (B) which is an outer wall is formed between the third plate member (4), the fourth plate member (6), and the third plate member (4) and the fourth plate member (6). 2 hollow keel layers (5), and the inner wall of the building is composed of a fifth plate (7), a sixth plate (9), the fifth plate (7) and the sixth plate (9). The assembled steel structure hollow building according to claim 1 or 2, characterized in that it is composed of a third hollow keel layer (8) formed therebetween. 前記中空窓枠（Ｃ）は、前記横支持梁（１０）と、前記縦支持梁（１０）と、断面Ｔ型板材（１２）と、これらの間に形成される第４中空層（１１）とで構成されることを特徴とする請求項１乃至３のいずれか１項に記載の組立式鉄骨構造中空建築物。   The hollow window frame (C) includes the horizontal support beam (10), the vertical support beam (10), a cross-sectional T-shaped plate member (12), and a fourth hollow layer (11) formed therebetween. The assembly-type steel structure hollow building according to any one of claims 1 to 3, characterized by comprising: 前記中空天井板（Ｄ）は、第７板材（１３）と、第８板材（１５）と、前記第７板材（１３）と第８板材（１５）との間に形成される第５中空竜骨層（１４）とで形成され、前記中空床板（Ｄ´）は、第９板材（１６）と、第１０板材（１８）と、前記第９板材（１６）と前記第１０板材（１８）との間に形成される第６中空竜骨層（１７）とで構成されることを特徴とする請求項１乃至４のいずれか１項に記載の組立式鉄骨構造中空建築物。   The hollow ceiling plate (D) includes a seventh plate member (13), an eighth plate member (15), and a fifth hollow keel formed between the seventh plate member (13) and the eighth plate member (15). The hollow floor plate (D ′) is formed of a layer (14), and includes a ninth plate member (16), a tenth plate member (18), the ninth plate member (16), and the tenth plate member (18). The assembled steel structure hollow building according to any one of claims 1 to 4, comprising a sixth hollow keel layer (17) formed therebetween. 前記中空屋根（Ａ）、前記中空壁（Ｂ）、横支持梁及び縦支持梁を有する前記中空窓枠（Ｃ）、前記中空天井板（Ｄ）、並びに、前記中空床板（Ｄ´）は、ＡＬＣからなる板材を含み、図面及びレイアウトプランに従って工場で完成された後、これらを建築現場で組み立て可能な構造であることを特徴とする請求項１乃至５のいずれか１項に記載の組立式鉄骨構造中空建築物。   The hollow roof (A), the hollow wall (B), the hollow window frame (C) having a horizontal support beam and a vertical support beam, the hollow ceiling plate (D), and the hollow floor plate (D ′) are: The assembly type according to any one of claims 1 to 5, wherein the assembly type includes a plate material made of ALC, and can be assembled at a construction site after being completed in a factory according to a drawing and a layout plan. Steel structure hollow building.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107859213A (en) * 2017-12-15 2018-03-30 武汉迈特国际集成房屋实业有限公司 A kind of assembled lightgage steel joist wall and construction technology for being applied to building
CN109989500A (en) * 2019-04-22 2019-07-09 国家电网有限公司 A kind of construction technology of high-strength anti-seismic wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107859213A (en) * 2017-12-15 2018-03-30 武汉迈特国际集成房屋实业有限公司 A kind of assembled lightgage steel joist wall and construction technology for being applied to building
CN109989500A (en) * 2019-04-22 2019-07-09 国家电网有限公司 A kind of construction technology of high-strength anti-seismic wall

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