TW202542393A - S3RC steel plate steel frame building structure - Google Patents
S3RC steel plate steel frame building structureInfo
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- TW202542393A TW202542393A TW113114868A TW113114868A TW202542393A TW 202542393 A TW202542393 A TW 202542393A TW 113114868 A TW113114868 A TW 113114868A TW 113114868 A TW113114868 A TW 113114868A TW 202542393 A TW202542393 A TW 202542393A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
- E04C5/0631—Reinforcing mats combined with separate prefabricated reinforcement cages or girders
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8605—Walls made by casting, pouring, or tamping in situ made in permanent forms without spacers
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Rod-Shaped Construction Members (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
本發明提出一種S3RC鋼板鋼骨鋼構建築結構，其包含一鋼骨架、至少 一鋼殼層、多條鋼筋、以及一混凝土體。鋼殼層設置於鋼骨架。鋼筋連接於鋼骨架且位於鋼殼層的其中一側。混凝土體設置於鋼殼層的其中一側且包覆鋼筋。藉由鋼殼層及/或鋼骨包覆混凝土體及鋼筋，可以從外部提升混凝土體的抗拉能力，提升耐震性，若地震來襲將混凝土體震碎，鋼殼層也可以將碎塊包覆於其內，避免四散而使整體結構崩毀。此外，鋼殼層也可以保護混凝土體不受到大氣、水分的影響，防止混凝土體膨脹、避免其風化，進而維持混凝土體的良好結構。 This invention proposes an S3RC steel plate and steel frame building structure, comprising a steel frame, at least one steel shell layer, multiple reinforcing bars, and a concrete body. The steel shell layer is disposed within the steel frame. The reinforcing bars are connected to the steel frame and located on one side of the steel shell layer. The concrete body is disposed on one side of the steel shell layer and covers the reinforcing bars. By using the steel shell layer and/or the steel frame to cover the concrete body and reinforcing bars, the tensile strength of the concrete body can be improved from the outside, enhancing its seismic resistance. If an earthquake strikes and shatters the concrete body, the steel shell layer can also contain the fragments, preventing them from scattering and causing the overall structure to collapse. In addition, the steel shell can also protect the concrete from the effects of the atmosphere and moisture, prevent the concrete from expanding and weathering, and thus maintain the good structure of the concrete.
Description
本發明是有關於一種建築之結構，特別是指一種運用鋼板及鋼骨，將牆、柱、樑、樓層板之混凝土及內部鋼材包裹的連續結構。This invention relates to a building structure, and more particularly to a continuous structure that uses steel plates and steel frames to enclose the concrete and internal steel of walls, columns, beams, and floor slabs.
在營造領域中，現代的建築結構常見以鋼筋混凝土(Reinforced Concrete, RC)為主要結構所構成，而以RC結構為基礎，建築結構進一步地發展出搭配鋼骨樑柱(Steel Construction, SC)為主要支撐的鋼骨鋼筋混凝土(Steel Reinforced Concrete, SRC)結構。純鋼骨施作之高層建築，較不適用於住宅大樓，因其鋼材塑性較高，受水平風力或地震力時，於高樓層會產生較大之水平位移，讓高層室內活動的人感覺不舒適。In the construction field, modern building structures commonly use reinforced concrete (RC) as the main structure. Based on the RC structure, building structures have further developed into steel-reinforced concrete (SRC) structures, which use steel beams and columns (SC) as the main support. High-rise buildings constructed entirely of steel are less suitable for residential buildings because steel has high plasticity. Under horizontal wind or seismic forces, large horizontal displacements will occur in the upper floors, making people in the upper floors feel uncomfortable.
而在傳統SRC結構中，在樑柱中間以鋼骨支撐，外圍再用十五至二十公分的混凝土包覆，混凝土中有大號主鋼筋及箍筋，由鋼筋及鋼骨共同作用。其工程需模板、鋼筋組立及加工，及水泥粉刷。In traditional SRC structures, steel frames are used to support the beams and columns, and then the outer perimeter is covered with 15 to 20 centimeters of concrete. The concrete contains large main steel bars and stirrups, and the steel bars and frames work together. The project requires formwork, steel bar assembly and processing, and cement plastering.
在台灣第M358176號專利中提出了一種強化結構的混凝土牆，其施工程序為先組合輕型鋼、外鋪鋼網、內放鋼筋，再灌注混凝土，其施工期較短，其鋼網狀牆面之水密性較低，故用在外牆使用時需做防水處理，並且建議施作於不需要做為承重牆或剪力牆之其他牆面。另外，該專利中，建造鋼網牆時，是由數個成型鋼骨與二鋼網組立完成，接著進行混凝土灌漿，並於混凝土經養護、乾燥成混凝土體後，需以人工粉刷或機械噴漿方式對二面鋼網進行表面處理，最後再予粉光、整平，以成型修飾層體，始完成鋼網牆之建造。Taiwanese patent M358176 discloses a reinforced concrete wall. The construction procedure involves first assembling lightweight steel, laying steel mesh on the outside, placing steel reinforcement inside, and then pouring concrete. The construction period is relatively short. However, the water tightness of the steel mesh wall is relatively low, so waterproofing treatment is required when using it on exterior walls. It is also recommended to apply it to other walls that are not intended to be used as load-bearing walls or shear walls. In addition, in this patent, the steel mesh wall is constructed by assembling several pre-formed steel frames and two steel meshes. Then, concrete is poured in, and after the concrete is cured and dried into a concrete body, the surface of the two steel meshes needs to be treated by manual painting or mechanical spraying. Finally, it is polished and leveled to form a decorative layer, thus completing the construction of the steel mesh wall.
此外，傳統的RC、SC、SRC結構如同肉包骨，混凝土及鋼筋易裸露於空氣中，不具備外部保護，故抗拉性低易受影響而導致結構惡化，使耐震性減弱，當地震來襲時，混凝土的碎塊也會散落，讓結構一瞬間崩解倒下。另外，也因為混凝土及鋼筋裸露於空氣中的關係，傳統的RC、SC、SRC結構容易被有害之環境因子侵入，與混凝土或鋼筋起電化學反應，造成體積膨脹。或者，因為環境的溼氣、水分、或海水侵蝕等原因，讓混凝土產生氧化還原反應而使結構弱化。Furthermore, traditional RC, SC, and SRC structures are like flesh wrapped around bones; the concrete and steel reinforcement are easily exposed to the air without external protection. Therefore, their low tensile strength makes them susceptible to structural degradation, weakening their earthquake resistance. When an earthquake strikes, concrete fragments scatter, causing the structure to collapse instantly. Additionally, because the concrete and steel reinforcement are exposed to the air, traditional RC, SC, and SRC structures are easily penetrated by harmful environmental factors, causing electrochemical reactions with the concrete or steel reinforcement, resulting in volume expansion. Alternatively, environmental humidity, moisture, or seawater erosion can cause oxidation-reduction reactions in the concrete, weakening the structure.
綜上所述，傳統的RC、SC、SRC結構，確實有待加以改進。In conclusion, the traditional RC, SC, and SRC structures do indeed need improvement.
本發明的主要目的在於，提出一種S3RC鋼板鋼骨鋼構建築結構，其能解決前述RC結構、SC結構和SRC結構之問題。The main objective of this invention is to propose an S3RC steel plate and steel frame building structure that can solve the problems of the aforementioned RC structure, SC structure and SRC structure.
為達成前述目的，本發明提出的S3RC鋼板鋼骨鋼構建築結構包含： 一鋼骨架； 至少一鋼殼層，其設置於該鋼骨架； 多條鋼筋，其連接於該鋼骨架，且位於該至少一鋼殼層的其中一側；以及 一混凝土體，其設置於該至少一鋼殼層的其中一側，且包覆該等鋼筋。 To achieve the aforementioned objectives, the S3RC steel plate and steel frame building structure proposed in this invention comprises: a steel frame; at least one steel shell layer disposed within the steel frame; a plurality of reinforcing bars connected to the steel frame and located on one side of the at least one steel shell layer; and a concrete body disposed on one side of the at least one steel shell layer and covering the reinforcing bars.
為達成前述目的，本發明提出另一種S3RC鋼板鋼骨鋼構建築結構，其具有至少一鋼殼層，該至少一鋼殼層貼設於一鋼筋混凝土(Reinforced Concrete, RC)結構的表面，藉此包覆該鋼筋混凝土結構。To achieve the aforementioned objective, the present invention proposes another S3RC steel plate steel frame building structure having at least one steel shell layer attached to the surface of a reinforced concrete (RC) structure, thereby covering the reinforced concrete structure.
為達成前述目的，本發明提出另一種S3RC鋼板鋼骨鋼構建築結構，其具有至少一鋼殼層，該至少一鋼殼層貼設於一鋼骨鋼筋混凝土(Steel Reinforced Concrete, SRC)結構的表面，藉此包覆該鋼骨鋼筋混凝土結構。To achieve the aforementioned objective, the present invention proposes another S3RC steel plate steel frame building structure having at least one steel shell layer attached to the surface of a steel reinforced concrete (SRC) structure, thereby covering the steel reinforced concrete structure.
為達成前述目的，本發明提出另一種S3RC鋼板鋼骨鋼構建築結構，其具有至少一鋼殼層，該至少一鋼殼層貼設於一鋼骨樑柱(Steel Construction, SC)結構的表面，藉此包覆該鋼骨樑柱結構。To achieve the aforementioned objective, the present invention proposes another S3RC steel plate steel frame building structure having at least one steel shell layer attached to the surface of a steel frame (SC) structure, thereby covering the steel frame structure.
本發明的優點在於，藉由鋼殼層及/或鋼骨包覆混凝土體及鋼筋，可以從外部提升混凝土體的抗拉能力，提升耐震性，若地震來襲將混凝土體震碎，鋼殼層也可以將碎塊包覆於其內，避免四散而使整體結構崩毀。此外，鋼殼層也可以保護混凝土體不受到大氣、水分的影響，防止混凝土體膨脹、避免其風化，進而維持混凝土體的良好結構。本S3RC結構為整體柱、樑、牆、樓層板皆為至少一鋼板鋼骨組成，牆與樓層板亦提供建築物之抗拉強度，分散外力減少形變，遇震時，可抵銷地震的水平作用力，其搖擺幅度較小，舒適度改變較小，遇震牆體龜裂可能性低。The advantages of this invention are that by encasing the concrete and reinforcing steel in a steel shell and/or steel frame, the tensile strength of the concrete can be improved from the outside, enhancing its seismic resistance. If an earthquake strikes and shatters the concrete, the steel shell can also contain the fragments, preventing them from scattering and causing the overall structure to collapse. In addition, the steel shell can also protect the concrete from the effects of the atmosphere and moisture, preventing the concrete from expanding and weathering, thereby maintaining the good structure of the concrete. The S3RC structure consists of at least one steel plate and steel frame for each column, beam, wall, and floor slab. The walls and floor slabs also provide tensile strength to the building, disperse external forces and reduce deformation. In the event of an earthquake, it can offset the horizontal force of the earthquake, resulting in a smaller sway amplitude, less change in comfort, and a low probability of wall cracking during an earthquake.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中，該至少一鋼殼層包含：多個外鋼承板，各該外鋼承板彼此之間平行設置，每一該外鋼承板具有：一主體部，其為矩形體；及二連接部，其分別連接於該主體部的其中兩相對邊緣，且分別自該兩相對邊緣向外延伸，各該連接部往該至少一鋼殼層的其中一側凸出；其中，相鄰的任兩該外鋼承板之間的兩該連接部互相連接。As described above, the S3RC steel plate and steel frame building structure includes at least one steel shell layer comprising: a plurality of outer steel bearing plates, each of which is arranged parallel to each other. Each outer steel bearing plate has: a main body portion, which is rectangular; and two connecting portions, which are respectively connected to two opposite edges of the main body portion and extend outward from the two opposite edges. Each connecting portion protrudes to one side of the at least one steel shell layer. The two connecting portions between any two adjacent outer steel bearing plates are connected to each other.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中，該至少一鋼殼層進一步包含多個固定件，各該固定件貫穿設置於相鄰的任兩該外鋼承板之間的兩該連接部，並任兩該外鋼承板之間以焊固固定。As described above, the S3RC steel plate steel frame building structure further includes a plurality of fasteners, each of which is disposed through two connecting portions between any two adjacent outer steel bearing plates and is fixed by welding between any two outer steel bearing plates.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中各該外鋼承板的該兩連接部包含一第一連接部及一第二連接部，該第一連接部往遠離該第二連接部的方向彎曲並形成一連接槽，且該第二連接部往該第一連接部的方向彎曲；其中，當任兩該外鋼承板互相連接時，其中一該外鋼承板的該第二連接部位於另一該外鋼承板的該第一連接部的該連接槽中，該第一連接部與該第二連接部形態不受限制。As described above, in the S3RC steel plate and steel frame building structure, each of the outer steel bearing plates has two connecting portions, including a first connecting portion and a second connecting portion. The first connecting portion bends away from the second connecting portion to form a connecting groove, and the second connecting portion bends towards the first connecting portion. When any two outer steel bearing plates are connected to each other, the second connecting portion of one outer steel bearing plate is located in the connecting groove of the first connecting portion of the other outer steel bearing plate. The shapes of the first connecting portion and the second connecting portion are not restricted.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該至少一鋼殼層沿上下方向設置，且圍繞形成一立柱空間；且該鋼骨架包含一鋼骨柱，其設置於該立柱空間中。As described above, the S3RC steel plate and steel frame building structure includes at least one steel shell layer arranged in the vertical direction and surrounding it to form a column space; and the steel frame includes a steel column, which is arranged in the column space.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其進一步包含一鋼板箍圈，其圍繞設置於該至少一鋼殼層。The S3RC steel plate steel frame building structure described above further includes a steel plate hoop surrounding the at least one steel shell layer.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該至少一鋼殼層包含多個加勁鋼承板，該等加勁鋼承板彼此連接並共同圍繞該鋼骨柱。As previously described, the S3RC steel plate and steel frame building structure includes at least one steel shell layer comprising a plurality of reinforced steel bearing plates, which are connected to each other and together surround the steel frame column.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該鋼骨架包含鋼骨樑及鋼骨柱，該鋼骨樑與該鋼骨柱互相連接，該鋼骨柱沿上下方向延伸，且該鋼骨樑沿水平方向延伸；該至少一鋼殼層的數量為兩個，該兩鋼殼層彼此之間間隔設置，各該鋼殼層沿上下方向設置並連接於該鋼骨樑；該多條鋼筋交錯連接形成多個鋼筋網，該等鋼筋網彼此之間間隔設置於該兩鋼殼層之間，且各該鋼筋網連接於該鋼骨柱。As described above, the S3RC steel plate and steel frame building structure includes a steel frame comprising steel beams and steel columns. The steel beams and steel columns are interconnected. The steel columns extend vertically, and the steel beams extend horizontally. There are at least two steel shell layers, spaced apart from each other. Each steel shell layer is arranged vertically and connected to the steel beam. Multiple reinforcing bars are interlaced to form multiple reinforcing meshes, which are spaced apart between the two steel shell layers and connected to the steel columns.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該鋼骨架包含鋼骨樑，其具有相對的一頂部及一底部；該至少一鋼殼層水平設置並連接於該鋼骨樑；且該多條鋼筋交錯連接形成多個鋼筋網，該等鋼筋網間隔設置於該至少一鋼殼層之上。As described above, the S3RC steel plate and steel frame building structure includes steel beams having a top and a bottom facing each other; at least one steel shell layer is horizontally arranged and connected to the steel beams; and multiple steel bars are interlaced to form multiple steel meshes, which are spaced apart on the at least one steel shell layer.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該至少一鋼殼層位於該鋼骨樑的該底部，且各該鋼筋網連接於該鋼骨樑。As described above, the S3RC steel plate steel frame building structure includes at least one steel shell layer located at the bottom of the steel frame, and each of the steel meshes connected to the steel frame.
如前所述之S3RC鋼板鋼骨鋼構建築結構，其中該至少一鋼殼層連接於該鋼骨樑的該頂部。As described above, the S3RC steel plate steel frame building structure, wherein at least one steel shell layer is connected to the top of the steel frame.
首先請參考圖1、圖5、及圖7，本發明提出一種S3RC鋼板鋼骨鋼構建築結構，其包含至少一鋼殼層10、一鋼骨架20、多條鋼筋30、以及一混凝土體50。整體而言，本發明鋼骨架20包覆鋼筋混凝土(Reinforced Concrete)結構，並在外層包覆鋼殼層10，整體結構分解開來有內、外兩圈，外圈是SC(Steel Construction, SC) 結構，而內圈是RC結構，然後再用鋼殼層10整個包覆住，並且在剖面上具有三層的鋼(Steel*3)和鋼筋混凝土(RC)，故稱為S3RC鋼板鋼骨鋼構建築結構。First, please refer to Figures 1, 5 and 7. The present invention proposes an S3RC steel plate steel frame building structure, which includes at least one steel shell layer 10, a steel frame 20, multiple steel bars 30 and a concrete body 50. Overall, the present invention has a steel frame 20 encasing a reinforced concrete structure, and an outer steel shell layer 10 covering the structure. The overall structure can be divided into inner and outer rings. The outer ring is an SC (Steel Construction, SC) structure, while the inner ring is an RC structure. The entire structure is then encased by the steel shell layer 10. In cross-section, it has three layers of steel (Steel*3) and reinforced concrete (RC), hence it is called S3RC steel plate steel frame building structure.
如圖1及圖2所示，鋼筋30連接於鋼骨架20且位於鋼殼層10的其中一側。鋼殼層10包含多個外鋼承板11及多個固定件12，但鋼殼層10的構成並不以此為限，鋼殼層10也可以由C型鋼或金屬鋼皮構成。As shown in Figures 1 and 2, the steel reinforcement 30 is connected to the steel frame 20 and located on one side of the steel shell 10. The steel shell 10 includes multiple outer steel bearing plates 11 and multiple fasteners 12, but the composition of the steel shell 10 is not limited thereto, and the steel shell 10 may also be made of C-shaped steel or metal sheet.
外鋼承板11彼此之間平行設置，各外鋼承板11具有一主體部110及二連接部111。主體部110為矩形板體，而二連接部111分別連接於主體部110的其中兩相對邊緣。兩連接部111分別沿兩相對邊緣延伸，各連接部111往鋼殼層10的其中一側凸出，任兩相鄰的外鋼承板11之間的兩連接部111互相連接，但二連接部111其形態不以此為限。The outer steel bearing plates 11 are arranged parallel to each other, and each outer steel bearing plate 11 has a main body 110 and two connecting parts 111. The main body 110 is a rectangular plate, and the two connecting parts 111 are respectively connected to two opposite edges of the main body 110. The two connecting parts 111 extend along the two opposite edges, and each connecting part 111 protrudes to one side of the steel shell layer 10. The two connecting parts 111 between any two adjacent outer steel bearing plates 11 are connected to each other, but the shape of the two connecting parts 111 is not limited to this.
具體而言，在本實施例中，各外鋼承板11的兩連接部111包含一第一連接部112及一第二連接部113，第一連接部112往遠離第二連接部113的方向彎曲並形成一連接槽1121，且第二連接部113往第一連接部112的方向彎曲。其中，當兩相鄰的外鋼承板11互相連接時，其中一外鋼承板11的第二連接部113位於另一外鋼承板11的第一連接部112的連接槽1121中，但並不以此為限。Specifically, in this embodiment, each outer steel bearing plate 11 has two connecting portions 111, each including a first connecting portion 112 and a second connecting portion 113. The first connecting portion 112 bends away from the second connecting portion 113 to form a connecting groove 1121, and the second connecting portion 113 bends towards the first connecting portion 112. When two adjacent outer steel bearing plates 11 are connected to each other, the second connecting portion 113 of one outer steel bearing plate 11 is located in the connecting groove 1121 of the first connecting portion 112 of the other outer steel bearing plate 11, but this is not a limitation.
本實施例中具有多個固定件12，各固定件12貫穿設置於任兩相鄰的外鋼承板11之間的連接部111。具體而言，固定件12為一剪力釘，其貫穿並嵌合於互相連接的第一連接部112及第二連接部113，藉此固定兩外鋼承板11之間的相對位置，而能進一步將多個外鋼承板11串接形成鋼殼層10，但不以此為限。在其他實施例中，可不具有固定件12，例如可直接將多個外鋼承板11以焊接形式連接形成鋼殼層10。This embodiment includes multiple fasteners 12, each fastener 12 penetrating and disposed at the connection portion 111 between any two adjacent outer steel bearing plates 11. Specifically, the fastener 12 is a shear stud, which penetrates and engages with the interconnected first connection portion 112 and second connection portion 113, thereby fixing the relative position between the two outer steel bearing plates 11, and further enabling the multiple outer steel bearing plates 11 to be connected in series to form a steel shell layer 10, but this is not a limitation. In other embodiments, fasteners 12 may not be present; for example, multiple outer steel bearing plates 11 may be directly connected by welding to form a steel shell layer 10.
多條鋼筋30位於鋼殼層10的其中一側，而混凝土體50亦設置於鋼殼層10的其中一側且包覆鋼筋30。Multiple steel bars 30 are located on one side of the steel shell layer 10, and concrete 50 is also located on one side of the steel shell layer 10 and covers the steel bars 30.
本發明的S3RC鋼板鋼骨鋼構建築結構可用於施作牆體結構、柱體結構、及樓層板結構，以下針對各種結構進行詳細說明。The S3RC steel plate and steel frame building structure of this invention can be used to construct wall structures, column structures, and floor slab structures. The following is a detailed description of each structure.
請參考圖1至圖3，在本發明的牆體結構中，鋼骨架20包含鋼骨樑21及鋼骨柱22，鋼骨樑21與鋼骨柱22互相連接，鋼骨柱22沿上下方向延伸，且鋼骨樑21沿水平方向延伸。鋼殼層10的數量為兩層，兩鋼殼層10彼此之間間隔設置且彼此相對，各鋼殼層10設置並連接於鋼骨樑21及鋼骨柱22。多條鋼筋30交錯連接且兩鋼殼層10設置於基線C型鋼承板35之間。兩鋼殼層10之間的間隔可依需求調整。Referring to Figures 1 to 3, in the wall structure of this invention, the steel frame 20 includes steel beams 21 and steel columns 22. The steel beams 21 and steel columns 22 are connected to each other. The steel columns 22 extend vertically, and the steel beams 21 extend horizontally. There are two steel shell layers 10, spaced apart and facing each other. Each steel shell layer 10 is positioned and connected to the steel beams 21 and steel columns 22. Multiple reinforcing bars 30 are staggered and connected between the two steel shell layers 10, which are positioned between the base C-shaped steel bearing plates 35. The spacing between the two steel shell layers 10 can be adjusted as needed.
施作本發明的牆體結構時，首先設置鋼骨架20的鋼骨柱22和鋼骨樑21。依雷射定位在鋼骨樑21上設置兩基線C型鋼承板35，兩基線C型鋼承板3 5彼此之間間隔設置。兩鋼殼層10分別連接兩基線C型鋼承板35，且兩鋼殼層10位於兩基線C型鋼承板35之間，鋼殼層10與基線C型鋼承板35之間較佳地以焊固方式連接。 When constructing the wall structure of this invention, the steel columns 22 and steel beams 21 of the steel frame 20 are first installed. Two baseline C-shaped steel bearing plates 35 are installed on the steel beams 21 by laser positioning, with the two baseline C-shaped steel bearing plates 35 spaced apart from each other. Two steel shell layers 10 are respectively connected to the two baseline C-shaped steel bearing plates 35, and the two steel shell layers 10 are located between the two baseline C-shaped steel bearing plates 35. The steel shell layers 10 and the baseline C-shaped steel bearing plates 35 are preferably connected by welding.
接著在各鋼殼層10朝向另一鋼殼層10的一面設置多條橫向鋼筋31，並在多條橫向鋼筋31上設置多條垂直鋼筋32，各鋼殼層10上所設置的橫向鋼筋31及垂直鋼筋32共同組成一外鋼筋網39。橫向鋼筋31和鋼殼層10之間較佳地以焊固方式連接，而橫向鋼筋31和垂直鋼筋32之間較佳地以綁固後再焊固連接，但不以此為限。例如在其他實施例中，橫向鋼筋31可以替換為不銹鋼循環管，藉此架設水路迴路，而能調控牆體結構之溫度。此外，本實施例中，兩條相鄰的橫向鋼筋31之間的間隔約為50公分，而兩條相鄰的垂直鋼筋32之間的距離約為15公分，但不以此為限，前述間隔距離皆可依需求調整。Next, multiple transverse steel bars 31 are provided on the side of each steel shell layer 10 facing the other steel shell layer 10, and multiple vertical steel bars 32 are provided on the multiple transverse steel bars 31. The transverse steel bars 31 and vertical steel bars 32 provided on each steel shell layer 10 together form an outer steel mesh 39. The transverse steel bars 31 and the steel shell layer 10 are preferably connected by welding, while the transverse steel bars 31 and the vertical steel bars 32 are preferably connected by binding and then welding, but not limited to this. For example, in other embodiments, the transverse steel bars 31 can be replaced with stainless steel circulation pipes to establish a water circulation loop, thereby regulating the temperature of the wall structure. In addition, in this embodiment, the spacing between two adjacent transverse steel bars 31 is approximately 50 cm, and the distance between two adjacent vertical steel bars 32 is approximately 15 cm, but this is not a limitation, and the aforementioned spacing can be adjusted as needed.
兩鋼殼層10之間的中線依雷射定位安裝內鋼筋網33，本實施例中，內鋼筋網33可採用竹節鋼筋網，但不以此為限，內鋼筋網33的各網格的長約為10公分，寬亦約為10公分，但不以此為限，前述間隔距離皆可依需求調整。兩外鋼筋網39分別和內鋼筋網33之間間隔設置，且位於兩鋼殼層10之間，而兩層外鋼筋網39及內鋼筋網33之間間隔可依需求調整。接著可在內鋼筋網33及橫向鋼筋31之間架設水電消防配管線，而在鋼殼層10預留水電消防箱孔洞及窗戶孔洞。接下來安裝多條寬固定鋼筋34，藉此固定兩鋼殼層10之間的寬度，本實施例中兩條相鄰的寬固定鋼筋34之間的間隔約為20公分，但不以此為限，前述間隔距離皆可依需求調整。寬固定鋼筋34的設置流程為本領域的習知技術，故不在此贅述。An inner steel mesh 33 is installed along the centerline between the two steel shell layers 10 using laser positioning. In this embodiment, the inner steel mesh 33 can be made of bamboo-joint steel mesh, but is not limited to this. The length and width of each grid of the inner steel mesh 33 are approximately 10 cm, but are not limited to this. The aforementioned spacing can be adjusted as needed. Two outer steel meshes 39 are spaced apart from the inner steel mesh 33 and are located between the two steel shell layers 10. The spacing between the two outer steel meshes 39 and the inner steel mesh 33 can be adjusted as needed. Next, water, electricity, and fire protection piping can be installed between the inner steel mesh 33 and the transverse steel bars 31, and holes for water, electricity, and fire protection boxes and window openings are reserved in the steel shell layer 10. Then, multiple wide fixed steel bars 34 are installed to fix the width between the two steel shell layers 10. In this embodiment, the interval between two adjacent wide fixed steel bars 34 is approximately 20 cm, but this is not a limitation, and the aforementioned interval can be adjusted as needed. The installation process of the wide fixed steel bars 34 is known in the art and will not be described in detail here.
接著請參考圖1、圖4、及圖9，在本發明的柱體結構中，鋼殼層10可沿上下方向設置且圍繞形成一立柱空間40，而鋼骨架20的鋼骨柱22位於立柱空間40中。Next, please refer to Figures 1, 4 and 9. In the column structure of the present invention, the steel shell layer 10 can be arranged in the vertical direction and surround to form a column space 40, while the steel column 22 of the steel frame 20 is located in the column space 40.
本實施例中的柱體結構的鋼殼層10，可較佳地採用多個加勁鋼承板11A互相連接，並共同圍繞鋼骨柱22。各加勁鋼承板11A的結構與外鋼承板11類似，也具有一主體部110A及兩連接部111A。兩連接部111A分別位於主體部110A的相對兩邊緣，而各加勁鋼承板11A彼此之間以連接部111A互相連接。加勁鋼承板11A與外鋼承板11之間的主要不同之處在於，加勁鋼承板11A的厚度大於外鋼承板11的厚度，因此加勁鋼承板11A相較於外鋼承板11能具有更高的強度。具體來說，本實施例中，外鋼承板11的厚度約為2.8毫米，而加勁鋼承板11A的厚度約為3.2毫米，但不以此為限，外鋼承板11及加勁鋼承板11A的厚度可依據需求調整。In this embodiment, the steel shell layer 10 of the column structure can preferably be composed of multiple reinforcing steel bearing plates 11A connected to each other and collectively surrounding the steel frame column 22. The structure of each reinforcing steel bearing plate 11A is similar to that of the outer steel bearing plate 11, also having a main body 110A and two connecting parts 111A. The two connecting parts 111A are respectively located on opposite sides of the main body 110A, and the reinforcing steel bearing plates 11A are connected to each other by the connecting parts 111A. The main difference between the reinforced steel bearing plate 11A and the outer steel bearing plate 11 is that the reinforced steel bearing plate 11A is thicker than the outer steel bearing plate 11, thus the reinforced steel bearing plate 11A has higher strength than the outer steel bearing plate 11. Specifically, in this embodiment, the outer steel bearing plate 11 has a thickness of approximately 2.8 mm, while the reinforced steel bearing plate 11A has a thickness of approximately 3.2 mm. However, this is not a limitation, and the thicknesses of the outer steel bearing plate 11 and the reinforced steel bearing plate 11A can be adjusted according to requirements.
施作本發明的柱體結構時，可先以相鄰的兩牆體結構的基線為準，具體來說，以相鄰的二牆體結構之外層的鋼殼層10上的橫向鋼筋31之延長線為準，作為鋼骨柱22之二邊，使前述橫向鋼筋31連接於鋼骨柱22，橫向鋼筋31與鋼骨柱22之間較佳地以焊固方式連接。多個加勁鋼承板11A互相連接形成鋼殼層10，且多個加勁鋼承板11A共同圍繞鋼骨柱22，使鋼骨柱22位在鋼殼層10圍繞所形成的立柱空間40中，此外，立柱空間40內也可安置排水系統及水電配管。本實施例中，鋼殼層10可焊固於鋼骨柱22，具體而言是以相鄰二牆體結構之外側的鋼殼層10焊固於鋼骨柱22上，以增進結構之強度。When constructing the column structure of this invention, the baseline of the two adjacent wall structures can be used as a reference. Specifically, the extension line of the transverse steel bar 31 on the outer steel shell layer 10 of the two adjacent wall structures can be used as the reference for the two sides of the steel column 22, so that the aforementioned transverse steel bar 31 is connected to the steel column 22. The transverse steel bar 31 and the steel column 22 are preferably connected by welding. Multiple reinforcing steel bearing plates 11A are interconnected to form a steel shell layer 10, and the multiple reinforcing steel bearing plates 11A together surround the steel frame column 22, so that the steel frame column 22 is located in the column space 40 formed by the steel shell layer 10. In addition, the column space 40 can also be used to install drainage system and water and electricity piping. In this embodiment, the steel shell layer 10 can be welded to the steel frame column 22. Specifically, the steel shell layer 10 on the outer side of the adjacent two wall structures is welded to the steel frame column 22 to increase the strength of the structure.
在本實施例的柱體結構中，還可以進一步具有一鋼板箍圈60，其位於鋼殼層10的外側，並圍繞設置於鋼殼層10。具體而言，本實施例中的鋼板箍圈60以C型鋼承板彎折製成，其焊固設置於鋼殼層10的外側，將柱體結構的鋼殼層10緊箍住以增進其結構之強度，但不以此為限，其他實施例中，可不具有鋼板箍圈60，或者還可將鋼板箍圈60及相鄰的兩牆體結構之外層鋼殼層10之間焊固連接。In the column structure of this embodiment, a steel plate hoop 60 may be further provided, which is located on the outside of the steel shell layer 10 and is arranged around the steel shell layer 10. Specifically, the steel plate hoop 60 in this embodiment is made of a C-shaped steel bearing plate bent and is welded to the outside of the steel shell layer 10 to tightly bind the steel shell layer 10 of the column structure to increase its structural strength. However, this is not a limitation. In other embodiments, the steel plate hoop 60 may not be provided, or the steel plate hoop 60 may be welded to the outer steel shell layer 10 of the two adjacent wall structures.
外側鋼殼層10與加勁鋼承板11A亦可使用鍍鋅鋼承板或不鏽鋼板以增加防水效能，再者多個加勁鋼承板11A及連接部111A可焊固額外鋼筋加強強度，加勁鋼承板11A亦可與鋼殼層10使用額外鋼筋以通孔回流焊法加強牆體結構與柱體結構之連接；加勁鋼承板11A亦可與鋼筋30使用額外鋼筋以通孔回流焊法連接，但施作方法不以此為限。鋼板箍圈60與加勁鋼承板11A焊固加強其抗震強度，可必要裝置於建築物之底部，數量可依實際需求調整。The outer steel shell 10 and the reinforced steel bearing plate 11A can also be made of galvanized steel bearing plate or stainless steel plate to increase waterproof performance. Furthermore, multiple reinforced steel bearing plates 11A and connecting parts 111A can be welded with additional steel bars to enhance strength. The reinforced steel bearing plate 11A can also be connected to the steel shell 10 with additional steel bars using through-hole reflow welding to strengthen the connection between the wall structure and the column structure. The reinforced steel bearing plate 11A can also be connected to the steel bar 30 with additional steel bars using through-hole reflow welding, but the construction method is not limited to this. The steel plate hoop 60 is welded to the reinforced steel bearing plate 11A to enhance its seismic strength. It can be installed at the bottom of the building as necessary, and the number can be adjusted according to actual needs.
請參考圖5至圖8，接著對本發明的樓層板結構進一步說明。在本發明的樓層板結構中，鋼骨架20包含鋼骨樑21，而至少一鋼殼層10沿水平方向設置並連接於鋼骨樑21。鋼殼層10平躺設置。多條鋼筋30交錯連接形成多個鋼筋網，鋼筋網彼此之間平行且間隔設置於鋼殼層10之上。Please refer to Figures 5 to 8 for further description of the floor slab structure of the present invention. In the floor slab structure of the present invention, the steel frame 20 includes steel beams 21, and at least one steel shell layer 10 is arranged horizontally and connected to the steel beams 21. The steel shell layer 10 is arranged horizontally. Multiple reinforcing bars 30 are staggered to form multiple reinforcing meshes, which are parallel to each other and spaced apart on the steel shell layer 10.
如圖5至圖8中所示，具體而言，鋼骨樑21具有相對的一頂部及一底部，而根據混凝土體50與鋼骨樑21之間相對位置的不同，本發明中的樓層板結構可包含不同的種類型，例如混凝土體50與鋼骨樑21高度位置約略相同的內置型的樓層板結構，以及混凝土體50位於鋼骨樑21A上方的上置型的樓層板結構。當應用於內置型的樓層板結構時，請參閱圖5至圖6所示，鋼殼層10位於鋼骨樑21中主樑211的主樑底部2111且多個鋼筋網連接於鋼骨樑21的內置型的樓層板結構；當應用於上置型的樓層板結構時，請參閱圖7至圖8所示，鋼殼層10連接於鋼骨樑21A中支樑212A的支樑頂部2121A的上置型的樓層板結構。As shown in Figures 5 to 8, specifically, the steel beam 21 has a top and a bottom facing each other. Depending on the relative position between the concrete body 50 and the steel beam 21, the floor slab structure of the present invention can include different types, such as an inset floor slab structure in which the concrete body 50 and the steel beam 21 are at approximately the same height, and an upper-mounted floor slab structure in which the concrete body 50 is located above the steel beam 21A. When applied to an embedded floor slab structure, refer to Figures 5 and 6, where the steel shell layer 10 is located at the bottom 2111 of the main beam 211 in the steel frame 21 and multiple steel meshes are connected to the steel frame 21. When applied to an overmounted floor slab structure, refer to Figures 7 and 8, where the steel shell layer 10 is connected to the top 2121A of the support beam 212A in the steel frame 21A.
施作本發明的樓層板結構時，可在前述牆體結構與柱體結構完成之後進行。The floor slab structure of this invention can be constructed after the aforementioned wall structure and column structure are completed.
請參考圖5及圖6，本發明的內置型的樓層板結構中，鋼骨樑21包含多個主樑211及多個支樑212，支樑212兩端連接於 主樑211的位於中線位置，其中，主樑211與支樑212之間較佳地以焊固方式連接，也可進一步地採用加勁板材全周焊固，但不以此為限。 Please refer to Figures 5 and 6. In the built-in floor slab structure of the present invention, the steel beam 21 includes multiple main beams 211 and multiple support beams 212. The two ends of the support beams 212 are connected to the main beams 211 at the center line position. The main beams 211 and the support beams 212 are preferably connected by welding. It is also possible to further use stiffening plates for full circumference welding, but it is not limited to this.
預留階梯通道後，在支樑212中線開設孔洞213，各孔洞213的內徑較佳地介於6至10公分之間，而本實施例中的孔洞213內徑約為8公分，但不以此為限。鋼筋30分別沿主樑211及支樑212的延伸方向互相交錯連接形成上層鋼筋網36及下層鋼筋網37。上層鋼筋網36位於支樑212中線設置，且上層鋼筋網36中沿主樑211的長度方向延伸的鋼筋分別穿設於支樑212中線的各孔洞213，並焊固連接於支樑212。本實施例中，上層鋼筋網36及下層鋼筋網37的各網格，其長度與寬度分別約為10公分，但不以此為限。After reserving the stepped passage, holes 213 are opened in the centerline of the support beam 212. The inner diameter of each hole 213 is preferably between 6 and 10 cm, while the inner diameter of the hole 213 in this embodiment is about 8 cm, but it is not limited to this. The reinforcing bars 30 are connected to each other in an alternating manner along the extension direction of the main beam 211 and the support beam 212 to form an upper reinforcing mesh 36 and a lower reinforcing mesh 37. The upper reinforcing mesh 36 is located in the centerline of the support beam 212, and the reinforcing bars in the upper reinforcing mesh 36 extending along the length direction of the main beam 211 pass through each hole 213 in the centerline of the support beam 212 and are welded to the support beam 212. In this embodiment, the length and width of each grid of the upper steel mesh 36 and the lower steel mesh 37 are approximately 10 cm, but are not limited thereto.
下層鋼筋網37焊固連接於各支樑212的支樑底部2121，接著再在下層鋼筋網37下方設置鋼殼層10，本實施例中，鋼殼層10以平躺方式焊固連接於下層鋼筋網37，且鋼殼層10中的各外鋼承板11沿平行主樑211的方向設置，但不以此為限。此外，可在上層鋼筋網36與下層鋼筋網37之間綁固或焊固連接多個馬鞍型鋼筋38，藉此連結上層鋼筋網36與下層鋼筋網37，但不以此為限。The lower steel mesh 37 is welded to the bottom 2121 of each support beam 212. A steel shell layer 10 is then installed below the lower steel mesh 37. In this embodiment, the steel shell layer 10 is welded to the lower steel mesh 37 in a flat manner, and the outer steel bearing plates 11 in the steel shell layer 10 are arranged parallel to the main beam 211, but this is not a limitation. Furthermore, multiple saddle-shaped steel bars 38 can be tied or welded between the upper steel mesh 36 and the lower steel mesh 37 to connect the upper steel mesh 36 and the lower steel mesh 37, but this is not a limitation either.
接著請參考圖7及圖8，類似地，本發明中的上置型的樓層板結構中，鋼骨樑21A包含多個主樑211A與多個支樑212A，支樑212A連接於主樑211A的主樑頂部2111A，且支樑212A之間彼此間隔設置。具體而言，本實施例中，主樑211A與支樑212A之間採用加勁板鎖釘連結並全周焊固，但不以此為限。Referring next to Figures 7 and 8, similarly, in the superstructure floor slab structure of this invention, the steel beam 21A includes multiple main beams 211A and multiple branch beams 212A. The branch beams 212A are connected to the top 2111A of the main beams 211A, and the branch beams 212A are spaced apart from each other. Specifically, in this embodiment, the main beams 211A and branch beams 212A are connected by stiffening plates and nails and welded around the circumference, but this is not a limitation.
預留梯間通道後，在數個支樑212A的支樑頂部2121A設置鋼殼層10，鋼殼層10中的各外鋼承板11沿與主樑211A之平行方向設置。After reserving the stairwell passage, a steel shell layer 10 is installed at the top 2121A of several support beams 212A, and each outer steel bearing plate 11 in the steel shell layer 10 is installed in a direction parallel to the main beam 211A.
在上置型的樓層板中，多條鋼筋30A同樣分別沿主樑211A及支樑212A的延伸方向互相交錯連接形成上層鋼筋網36A和下層鋼筋網37A。類似地，本實施例中，上層鋼筋網36A及下層鋼筋網37A的各網格，其長度與寬度分別約為10公分，但不以此為限。在鋼殼層10上方焊固下層鋼筋網37A，且預留高度安裝上層鋼筋網36A，本實施例中，上層鋼筋網36A與下層鋼筋網37A之間的距離約為10公分，但不以此為限，上層鋼筋網36A與下層鋼筋網37A之間的距離可依實際需求調整。具體來說，是在下層鋼筋網37A上方採用馬鞍型鋼筋38焊固及綁固固定，接著再設置上層鋼筋網36A於馬鞍型鋼筋38之上，但並不以此為限。In the top-mounted floor slab, multiple reinforcing bars 30A are also interconnected and interwoven along the extension directions of the main beam 211A and the branch beam 212A to form an upper reinforcing mesh 36A and a lower reinforcing mesh 37A. Similarly, in this embodiment, the length and width of each grid of the upper reinforcing mesh 36A and the lower reinforcing mesh 37A are approximately 10 cm, but are not limited thereto. The lower layer steel mesh 37A is welded and secured above the steel shell layer 10, and the upper layer steel mesh 36A is installed at a reserved height. In this embodiment, the distance between the upper layer steel mesh 36A and the lower layer steel mesh 37A is approximately 10 cm, but this is not a limitation. The distance between the upper layer steel mesh 36A and the lower layer steel mesh 37A can be adjusted according to actual needs. Specifically, saddle-shaped steel bars 38 are welded and tied and fixed above the lower layer steel mesh 37A, and then the upper layer steel mesh 36A is installed on top of the saddle-shaped steel bars 38, but this is not a limitation.
在完成前述柱體結構、牆體結構、及樓層板結構的鋼殼層10、鋼骨架20、及鋼筋30的設置後，將混凝土體50全棟灌注於牆體結構、柱體結構、及樓層板結構中即可。另外，在上置型的樓層板結構中，混凝土體50由鋼殼層10往上灌注至包覆上層鋼筋網36A後，可再繼續向上灌注約15公分厚度，但並不以此為限。After completing the installation of the steel shell layer 10, steel frame 20, and reinforcing bars 30 for the aforementioned column structure, wall structure, and floor slab structure, the concrete body 50 is poured entirely into the wall structure, column structure, and floor slab structure. Additionally, in the top-mounted floor slab structure, after the concrete body 50 is poured upwards from the steel shell layer 10 to cover the upper reinforcing mesh 36A, it can continue to be poured upwards for approximately 15 cm, but this is not a limitation.
在施行混凝土體50灌注之前，可先安裝水電消防箱框架、窗框、門框、或通道框等建物構件。但灌注混凝土體50的順序不以此為限，亦可分別在完成柱體結構、牆體結構、及樓層板結構的鋼殼層10、鋼骨架20、及鋼筋30的設置後，對柱體結構、牆體結構、及樓層板結構一起灌注混凝土體50。此外，在樓層板結構的混凝土體50上還可進一步設置另一鋼殼層10，亦可使用其他工程層板，尤其是在樓頂的部分，藉此增進S3RC鋼板鋼骨鋼構建築結構整體的強度。Before pouring the concrete body 50, building components such as water and electricity fire protection box frames, window frames, door frames, or passageway frames can be installed. However, the order of pouring the concrete body 50 is not limited to this. The concrete body 50 can also be poured together with the steel shell layer 10, steel frame 20, and steel reinforcement 30 of the column structure, wall structure, and floor slab structure after the steel shell layer 10, steel frame 20, and steel reinforcement 30 are installed. In addition, another steel shell layer 10 can be installed on the concrete body 50 of the floor slab structure, or other engineering floor slabs can be used, especially in the roof section, thereby increasing the overall strength of the S3RC steel plate and steel frame building structure.
當安裝完一樓層，要安裝下一樓層時，在距離樓層板結構灌漿面往上2至3公分處，安裝基線C型鋼承板35以確定平面及高程的定位，接著焊固鋼骨架20的鋼骨柱22及鋼骨樑21，再重複前述柱體結構、牆體結構、及樓層板結構的安裝即可。具體來說，可先安裝設置鋼骨架20至二到四層樓後，再逐層完成柱體結構、牆體結構、樓層板結構，並完成混凝土灌注，但不以此為限，也可以二至四層樓作為一個單位安裝。此外，如圖10中所示，樓層間可使用C型鋼承板70橫向設置加強包覆，具體而言，C型鋼承板70係設置於鋼骨樑21之外。C型鋼承板70可作為其他鋼承板結構之基部，例如屋簷或安裝鐵捲門等，但不以此為限，也可以不包覆C型鋼承板70，或置於內側鋼殼層。When installing the next floor after completing the first floor installation, install a baseline C-shaped steel bearing plate 35 2 to 3 cm above the grouting surface of the floor slab structure to determine the plane and elevation positioning. Then weld the steel columns 22 and steel beams 21 of the steel frame 20, and repeat the aforementioned installation of the column structure, wall structure, and floor slab structure. Specifically, the steel frame 20 can be installed first for two to four floors, and then the column structure, wall structure, and floor slab structure can be completed layer by layer, and the concrete pouring can be completed. However, this is not a limitation, and two to four floors can also be installed as a unit. Furthermore, as shown in Figure 10, C-shaped steel bearing plates 70 can be horizontally installed to reinforce the inter-floor space. Specifically, the C-shaped steel bearing plates 70 are installed outside the steel frame 21. The C-shaped steel bearing plates 70 can serve as the base for other steel bearing plate structures, such as eaves or for installing rolling shutters, but this is not a limitation. The C-shaped steel bearing plates 70 may not be used to cover the space, or they may be placed inside the inner steel shell layer.
本發明的S3RC鋼板鋼骨鋼構建築結構藉由鋼殼層10包覆鋼骨架20、混凝土體50與鋼筋30形成牆體結構、柱體結構、及樓層板結構等連續構造，在各結構中，S3RC中的S3的涵義分別在於，樓層板及牆體結構中具有殼-樑-殼、在柱體結構中具有箍-殼-骨、在牆體結構中具有線-殼/殼-線等三層結構。本發明可藉由前述結構而能構成一具有鋼殼層-鋼骨-鋼殼層之三層鋼所構成之牆體結構、柱體結構及樓層板結構的S3RC之耐震建築。The S3RC steel plate and steel frame building structure of this invention forms a continuous structure of wall structure, column structure and floor slab structure by covering the steel frame 20 with steel shell layer 10, concrete body 50 and steel reinforcement 30. In each structure, the S3 in S3RC means that the floor slab and wall structure has a shell-beam-shell structure, the column structure has a hoop-shell-frame structure, and the wall structure has a line-shell/shell-line structure. This invention enables the construction of an S3RC earthquake-resistant building with a three-layer steel structure consisting of a steel shell, a steel frame, and a steel shell, comprising a wall structure, a column structure, and a floor slab structure.
本發明的S3RC鋼板鋼骨鋼構建築結構具有下列優點：The S3RC steel plate steel frame building structure of this invention has the following advantages:
優點一：鋼殼層10可直接作為模具澆灌混凝土體50，替代模板的使用，而因為模板多為木材，故可減少樹木的砍伐增進環保效益。另外在施工過程中也能減少泥作及粉光抹平的步驟，同樣的可大幅減少營造廢棄物，節省工時及成本，也促進了環境保護。Advantage 1: The steel shell layer 10 can be directly used as a mold for pouring concrete 50, replacing the use of formwork. Since formwork is mostly made of wood, it can reduce deforestation and improve environmental benefits. In addition, it can also reduce the steps of masonry and plastering during construction, which can significantly reduce construction waste, save time and costs, and promote environmental protection.
優點二：當混凝土體50硬化固結之後，鋼殼層10在外隔離水分及大氣，如同外骨骼、鋼甲，阻斷硬化混凝土體50在化學上逆反應的風化現象，此外，因混凝土體50受包覆而不透水及空氣，其抗壓強度增加，延長衰減數倍，鋼殼層10亦可施作加強防水處理；且鋼殼層10提供延長性並抗拉斷性，能支撑雖然耐壓但不耐彎折的混凝土體50，若遇到地震發生導致混凝土體50被震碎，能將混凝土體50的碎塊包在鋼殼層10以及柱體內，形成架橋堆疊狀態，提供维持支撑力量，不至於崩散倒下。Advantage 2: After the concrete body 50 hardens and solidifies, the steel shell layer 10 isolates moisture and the atmosphere from the outside, acting like an exoskeleton or steel armor, preventing the weathering phenomenon of the hardened concrete body 50 in a chemically reversed reaction. In addition, because the concrete body 50 is covered and impermeable to water and air, its compressive strength increases and its elongation decreases several times. The steel shell layer 10 can also be reinforced with waterproofing treatment. Furthermore, the steel shell layer 10 provides ductility and tensile strength, which can support the concrete body 50, which is resistant to pressure but not to bending. If an earthquake occurs and the concrete body 50 is shattered, the steel shell layer 10 can enclose the fragments of the concrete body 50 within the column, forming a bridging and stacking structure, providing supporting force and preventing it from collapsing.
優點三：鋼殼層10包覆之牆體結構中，連接鋼殼層10的橫向鋼筋31可替換成管路迴路，例如鍍鋅鋼管或不鏽鋼管，藉此連結循環泵，引入冷水或熱水使溫度傳導牆面，由於鋼殼層10導熱能力較佳，能藉此調控牆面温度，進一步調控室內溫度，減少中央空調使用，促進環境保護。Advantage 3: In the wall structure covered by the steel shell 10, the horizontal steel bars 31 connecting the steel shell 10 can be replaced with pipe loops, such as galvanized steel pipes or stainless steel pipes, thereby connecting to a circulation pump to introduce cold or hot water so that the temperature can be transferred to the wall. Since the steel shell 10 has better thermal conductivity, the wall temperature can be controlled, and the indoor temperature can be further controlled, reducing the use of central air conditioning and promoting environmental protection.
優點四：由於牆體結構具有鋼殼層10，故浴室、廚房、廁所等位置的牆體結構可採用焊接或釘設不銹鋼鏡面板、毛絲板、發色板、蝕刻板、或裝飾板等物件，而不必擔心因為磁磚膨拱導致掉落，且可直接吸磁鐵於牆體結構上以固定小物件。Advantage 4: Because the wall structure has a steel shell layer 10, stainless steel mirror panels, brushed panels, colored panels, etched panels, or decorative panels can be welded or nailed to the wall structure in bathrooms, kitchens, toilets, etc., without worrying about tiles falling due to expansion. Magnets can also be directly attracted to the wall structure to fix small objects.
優點五：本發明能結合傳統SC、SRC鋼骨結構之優點，因鋼材剛性韌性佳，可以施作於中樓層建築，可改善RC結構因避免產生柱樑斷面必須加大而浪費空間的缺點。和RC結構相比，由於採用韌性較大鋼材，所以在建築外觀的變化也較多。鋼骨架20、鋼殼層10等可於工廠預鑄後運送至現場組裝，能同時進行，加快工程進度而縮短工期。鋼殼層10形成之牆體水平垂直平整，易達工程規範。Advantage 5: This invention combines the advantages of traditional SC and SRC steel frame structures. Due to the excellent rigidity and toughness of steel, it can be used in mid-rise buildings, overcoming the space waste caused by the need to enlarge column and beam cross-sections in RC structures to avoid this. Compared to RC structures, the use of more flexible steel allows for greater variation in building appearance. The steel frame 20 and steel shell layer 10 can be precast in the factory and transported to the site for assembly, allowing for simultaneous construction and accelerating the project's progress. The walls formed by the steel shell layer 10 are horizontal, vertical, and flat, easily meeting engineering specifications.
10:鋼殼層 11:外鋼承板 11A:加勁鋼承板 110,110A:主體部 111,111A:連接部 112:第一連接部 1121:連接槽 113:第二連接部 12:固定件 20:鋼骨架 21,21A:鋼骨樑 211,211A:主樑 2111:主樑底部 2111A:主樑頂部 212,212A:支樑 2121:支樑底部 2121A:支樑頂部 213:孔洞 22:鋼骨柱 30,30A:鋼筋 31:橫向鋼筋 32:垂直鋼筋 33:內鋼筋網 34:寬固定鋼筋 35:基線C型鋼承板 36,36A:上層鋼筋網 37,37A:下層鋼筋網 38:馬鞍型鋼筋 39:外鋼筋網 40:立柱空間 50:混凝土體 60:鋼板箍圈 70:C型鋼承板 10: Steel Shell Layer 11: Outer Steel Bearing Plate 11A: Reinforced Steel Bearing Plate 110, 110A: Main Body 111, 111A: Connecting Part 112: First Connecting Part 1121: Connecting Groove 113: Second Connecting Part 12: Fastener 20: Steel Frame 21, 21A: Steel Beam 211, 211A: Main Beam 2111: Bottom of Main Beam 2111A: Top of Main Beam 212, 212A: Support Beam 2121: Bottom of Support Beam 2121A: Top of Support Beam 213: Hole 22: Steel Column 30, 30A: Reinforcing steel 31: Horizontal reinforcing steel 32: Vertical reinforcing steel 33: Inner reinforcing mesh 34: Wide fixed reinforcing steel 35: Baseline C-shaped steel deck 36, 36A: Upper reinforcing mesh 37, 37A: Lower reinforcing mesh 38: Saddle-shaped reinforcing steel 39: Outer reinforcing mesh 40: Column space 50: Concrete structure 60: Steel plate hoop 70: C-shaped steel deck
圖1為本發明的牆體結構和柱體結構的上視剖面示意圖。 圖2為本發明的鋼殼層的上視示意圖。 圖3為本發明的牆體結構的組立示意圖。 圖4為圖1的部分放大示意圖，其顯示柱體結構。 圖5為本發明的內置型的樓層板的立體示意圖。 圖6為本發明的內置型的樓層板的側剖示意圖。 圖7為本發明的上置型的樓層板的立體示意圖。 圖8為本發明的上置型的樓層板的側剖示意圖。 圖9為本發明的鋼板箍圈設置於柱體結構的示意圖。 圖10為本發明中以C型鋼承板橫向包覆於鋼骨樑外的示意圖。 Figure 1 is a top sectional view of the wall and column structures of the present invention. Figure 2 is a top sectional view of the steel shell layer of the present invention. Figure 3 is an assembly diagram of the wall structure of the present invention. Figure 4 is a partially enlarged view of Figure 1, showing the column structure. Figure 5 is a three-dimensional schematic diagram of the built-in floor slab of the present invention. Figure 6 is a side sectional view of the built-in floor slab of the present invention. Figure 7 is a three-dimensional schematic diagram of the superimposed floor slab of the present invention. Figure 8 is a side sectional view of the superimposed floor slab of the present invention. Figure 9 is a schematic diagram of the steel plate hoop installed in the column structure of the present invention. Figure 10 is a schematic diagram of the present invention in which a C-shaped steel bearing plate is horizontally wrapped around the steel beam.
10:鋼殼層 10: Steel Shell
11:外鋼承板 11: External steel bearing plate
11A:加勁鋼承板 11A: Reinforced Steel Bearing Plate
110A:主體部 110A: Main Body
111A:連接部 111A: Connecting Part
20:鋼骨架 20: Steel frame
21:鋼骨樑 21: Steel beam
22:鋼骨柱 22: Steel Column
30:鋼筋 30: Reinforcing steel
31:橫向鋼筋 31: Horizontal reinforcing bars
32:垂直鋼筋 32: Vertical reinforcing bars
33:內鋼筋網 33: Internal steel mesh
34:寬固定鋼筋 34: Wide fixed reinforcing bar
35:基線C型鋼承板 35: Baseline C-shaped steel bearing plate
50:混凝土體 50: Concrete
60:鋼板箍圈 60: Steel plate hoop
Claims (14)
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW113114868A TWI869267B (en) | 2024-04-22 | 2024-04-22 | S3RC steel plate steel frame steel structure building structure |
| US19/018,104 US20250327301A1 (en) | 2024-04-22 | 2025-01-13 | Steel shell plate and steel frame, s3rc building structure |
| CN202510274542.6A CN120830355A (en) | 2024-04-22 | 2025-03-10 | S3RC steel plate steel frame steel structure building structure |
| EP25163266.7A EP4640970A1 (en) | 2024-04-22 | 2025-03-12 | Steel shell plate and steel frame, s3rc building structure |
| JP2025039941A JP2025165372A (en) | 2024-04-22 | 2025-03-13 | S3RC steel frame building structure |
| CL2025000790A CL2025000790A1 (en) | 2024-04-22 | 2025-03-18 | A three-layer steel reinforced concrete (s3rc) building structure |
| KR1020250049535A KR20250154958A (en) | 2024-04-22 | 2025-04-16 | Steel shell plate and steel frame, s3rc building structure |
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| Application Number | Priority Date | Filing Date | Title |
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| TW113114868A TWI869267B (en) | 2024-04-22 | 2024-04-22 | S3RC steel plate steel frame steel structure building structure |
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| TWI869267B TWI869267B (en) | 2025-01-01 |
| TW202542393A true TW202542393A (en) | 2025-11-01 |
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| US (1) | US20250327301A1 (en) |
| EP (1) | EP4640970A1 (en) |
| JP (1) | JP2025165372A (en) |
| KR (1) | KR20250154958A (en) |
| CN (1) | CN120830355A (en) |
| CL (1) | CL2025000790A1 (en) |
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| TWM341052U (en) * | 2008-04-09 | 2008-09-21 | Chin-Lu Kuan | Structure of quake-resistant steel bar concrete |
| TWM358176U (en) | 2009-01-20 | 2009-06-01 | Zhen-Chang Lin | Concrete wall |
| WO2013164519A1 (en) * | 2012-05-03 | 2013-11-07 | Arcelormittal Investigación Y Desarrollo Sl | Formwork and associated floor |
| KR101565463B1 (en) * | 2014-05-28 | 2015-11-03 | 주식회사 액트파트너 | Steel assembly of column for filling concrete |
| JP6025884B2 (en) * | 2015-02-13 | 2016-11-16 | 李 文聰Ｌｉ Ｗｅｎｃｏｎｇ | Steel / concrete composite |
| CN117051960A (en) * | 2023-08-04 | 2023-11-14 | 中国核电工程有限公司 | Connecting node of steel plate combined shear wall and floor slab |
| CN117005578B (en) * | 2023-10-07 | 2023-12-19 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
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2025
- 2025-01-13 US US19/018,104 patent/US20250327301A1/en active Pending
- 2025-03-10 CN CN202510274542.6A patent/CN120830355A/en active Pending
- 2025-03-12 EP EP25163266.7A patent/EP4640970A1/en active Pending
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| CN120830355A (en) | 2025-10-24 |
| US20250327301A1 (en) | 2025-10-23 |
| EP4640970A1 (en) | 2025-10-29 |
| CL2025000790A1 (en) | 2025-05-16 |
| KR20250154958A (en) | 2025-10-29 |
| TWI869267B (en) | 2025-01-01 |
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