WO2009046572A1 - Structure de construction en béton à ossature en acier léger - Google Patents

Structure de construction en béton à ossature en acier léger Download PDF

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Publication number
WO2009046572A1
WO2009046572A1 PCT/CN2007/002927 CN2007002927W WO2009046572A1 WO 2009046572 A1 WO2009046572 A1 WO 2009046572A1 CN 2007002927 W CN2007002927 W CN 2007002927W WO 2009046572 A1 WO2009046572 A1 WO 2009046572A1
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WIPO (PCT)
Prior art keywords
steel
base
lightweight
column
reinforced concrete
Prior art date
Application number
PCT/CN2007/002927
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English (en)
French (fr)
Inventor
Chih-Peng Liu
Original Assignee
Chih-Peng Liu
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Filing date
Publication date
Application filed by Chih-Peng Liu filed Critical Chih-Peng Liu
Priority to PCT/CN2007/002927 priority Critical patent/WO2009046572A1/zh
Publication of WO2009046572A1 publication Critical patent/WO2009046572A1/zh

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Classifications

    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/161—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 vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the present invention relates to a lightweight steel-reinforced concrete binary building structure, and more particularly to a building structure that provides faster, economical, and good performance, is highly competitive, and replaces traditional low-rise building structures. Background technique
  • Taiwan's climate is humid and rainy, coupled with typhoons and earthquakes, which seriously affect the construction of construction projects, and also test the characteristics of reinforced concrete materials, such as water seepage, wall cancer, poor insulation, etc.
  • Bone concrete structure because the concrete's own weight is too heavy, so that the amount of steel bone is large, the cost is high, the joint processing is complicated, the edge is difficult to be used, and the effect is poor, so the middle and low floors are difficult to popularize, and the composite structure of steel reinforced concrete has The good qualities are not fully utilized.
  • the main steel plate has a large cross section and high rigidity. Compared with the connected wall, the rigidity is large and the coordination is poor, and the joint is prone to damage.
  • the floor plate is usually placed above the steel beam with steel plate, and then connected by shearing nails.
  • the construction is troublesome, the cost is high, and it is easily damaged by the horizontal force of the earthquake.
  • the large beam and column occupy part of the plane space and lower the net height of the floor. It is also difficult to shape and the effect is poor.
  • the main object of the present invention is to provide a lightweight steel reinforced concrete binary building structure, the existing steel reinforced concrete structure and the existing construction method, and the limitation of the application in the middle and low-rise buildings, Based on the "two-dimensional building structure of lightweight steel reinforced concrete", further on the combination of construction methods and their application methods, the basics, dampers, steel materials, walls, and layouts of the foundations and structures are proposed to provide Faster, more economical and well-performing, highly competitive and replace the traditional low-rise building structure of the building structure and construction methods.
  • the present invention provides a lightweight steel reinforced concrete binary building structure, comprising: a plurality of foundations; a plurality of beams and columns disposed on the base; a plurality of dampers connected to the foundation Between the column and the column; and a plurality of plates and walls, the plate body comprises a steel plate embedded in the beam, the plate body is filled with lightweight concrete, the wall has a skeleton and a light steel wall, the plate body, The wall is bonded to the beams and columns.
  • the present invention also provides a lightweight steel reinforced concrete binary building structure, comprising: a plurality of foundations; a plurality of beams and columns disposed on the base; a plurality of dampers connected to Between the foundation and the column; and a plurality of plates and walls, the body and the wall are constructed by a truss structure with a flame-resistant foamed polystyrene insulation board and a spot welded steel mesh, and are placed There are cement mortars, and the plates and walls are combined with the beams and columns.
  • the invention has the following beneficial effects:
  • the invention provides a set of advanced structural concepts and assembly methods, including “structural concept”, “mixed and streamlined foundation, damper and column, beam assembly and component mode", “plate body, wall”
  • the structure and component method of the body means that the structural definition of the beam-column structure can be reorganized by using the structural concept, so that the modules can be used simply, but the steel materials are simply combined into the main structural members.
  • composition of the overall structure makes the structure of the building structure and space better, and can be systematic and modular.
  • its construction is fast, construction safety is improved, climate impact time is reduced, technical work and operational conflicts are reduced. More environmentally friendly and diversified development advantages.
  • Figure 1 is a schematic view showing a first embodiment of the present invention
  • Figure 2 is a schematic view showing a second embodiment of the present invention.
  • Figure 3 is a schematic view showing a third embodiment of the present invention.
  • Figure 4 is a schematic view showing a fourth embodiment of the present invention.
  • Figure 5 is a schematic view showing a fifth embodiment of the present invention.
  • Figure 6 is a schematic view of the damper of the present invention.
  • Figure 7 is a schematic view showing the joint of the column and the beam of the present invention.
  • Figure 8 is a schematic view showing the joining of the column, the beam and the inclined beam of the present invention.
  • Figure 9 is a schematic view showing the joining of the beam and the inclined beam of the present invention.
  • Figure 10 is a schematic view showing the joint of the column and the beam of the present invention.
  • Figure 11 is a schematic view showing a first embodiment of the body of the present invention.
  • Figure 12 is a schematic view showing a second embodiment of the body of the present invention.
  • Figure 13 is a schematic view showing a third embodiment of the body of the present invention.
  • Figure 14 is a schematic view showing a first embodiment of the wall of the present invention.
  • Figure 15 is a schematic view showing a second embodiment of the wall according to the present invention.
  • Figure 16 is a schematic view showing a third embodiment of the wall according to the present invention.
  • Figure 17 is a schematic view of the skeleton of the present invention.
  • Figure 18 is a schematic view of the appearance of the building of the present invention.
  • Figure 19 is a schematic view showing a fourth embodiment of the body and the wall of the present invention.
  • the invention provides a lightweight steel-reinforced concrete binary building structure.
  • the following is a description of the structural concept and the assembly method - (a) in the "structural concept” section:
  • the traditional building structure has a rigid structure, relies on the composition of the strength of the building material, and resists the concept of external forces such as seismic force and wind force in a hard-to-hard manner. It also forms a center of gravity for the development of high-strength steel and concrete, but the opposite The way it will cause a heavy carcass situation, in the current global development of the green building's main axis, this way of wasting resources is not necessary to adjust.
  • “Lightweight steel-reinforced concrete binary structure system” conceptually divides the building structure into two parts: the lower part and the upper part; the lower structure is different from the general function of supporting and dumping only considering the structure, but is further included in the thinking basis to reduce the earthquake.
  • the impact of energy, and the way the lower structure is transferred upwards, the damper device is adjusted from the rigid support to the skewing support and elastically according to the demand of the building location. Under such a concept, the specific construction method combination and its application contents are further developed. .
  • the beam-column frame structure is designed with a strong column weak beam method.
  • the foundation does not have shock absorption isolation and internal stress adjustment, it is necessary to rely on heavy steel structure or reinforced concrete to form a highly rigid structure, because it is self-important.
  • the beam-column section is relatively large, naturally generating large internal moments such as bending moment and torsion, and the stress concentration at the joint of the column and beam is generated; the upper structure of the "light steel-steel concrete binary structure system" is different from the discussion.
  • the general beam-column frame structure after using lightweight concrete to reduce the structural weight, the light-weight steel structure is used as a truss, and the cage-shaped skeleton is used as the skeleton structure of the main structure, so that the effective stringing of the lightweight members is used to form the symmetry.
  • the way of sharing the weight and the live load will save a lot of material and improve the safety performance of the structure.
  • Such a structural system will jump off the configuration of the large column beam section, and the specific change is composed of a small steel section. Characteristics, this is a conceptual adjustment of the present invention.
  • the basic structural type is nothing more than a raft foundation or a continuous foundation.
  • the large-section column is rigidly connected above the large rigid base plate to withstand the upper transfer. Stress, and accept the reaction force uploaded below, so the construction work must first excavate the earth's rear ribs, then fill the concrete and then re-column, and finally backfill the topsoil; this construction method is not only time-consuming, but all the structures will be directly The direct impact of the earthquake force.
  • the steel reinforced concrete is connected by the shearing nails to the stirrups, and then the concrete is filled by the formwork.
  • the operation is quite complicated, the consumables are expensive, the cost is high, especially the heavy machinery has high dependence, many types of work, heavy work and danger.
  • the heavy concrete used in steel reinforced concrete is very poor in terms of energy saving and wall physical properties, including water seepage, wall cancer, heat insulation, and heat preservation, because of its high water content and high heat transmission rate. Even the formaldehyde stained by the wall cancer powder and the wall paint formed by the anti-moisture, and the dust mites generated by the sultry environment, cause respiratory diseases, rheumatism, arthritis and other living health problems.
  • the invention comprises a foundation 1, a damper 15 , a beam 2 , a column 3 , a plate body 4 and a wall 5 , and mainly provides a main foundation for the deployment of the simplification 1, the damper 15 and the column 3, the beam 2 and "Mechanism”, “wall 5, layout 4", “wall 5 filling and waterproofing”, etc., each component and its combination will be described in detail below -
  • the present invention provides several combinations.
  • the base 1 1 of the foundation 1 includes a plurality of main ribs 1 1 1 , and a plurality of stirrups 1 1 2 around the main ribs 1 1 1 , and a plurality of main ribs 1 1 are disposed on the main ribs 1 1 .
  • a column 3 made of hot-rolled steel is placed and welded to the top surface of the base steel plate 1 14 , and A plurality of triangular stiffening plates 1 1 8 are welded between the column 3 and the base steel plate 1 14 to increase the strength.
  • the ground floor plate 1 2 is provided with a base plate 13 , the base plate 13 includes a plurality of reinforcing bars 1 3 1 and is placed on the reinforcing bars 1
  • the concrete 1 3 2 between 3 1 is connected between the base 1 1 and the column 3.
  • the structure of the base 1 1 , the floor base 12 and the base 13 of the foundation 1 is substantially the same as that of the above embodiment, and only some of the members have different dimensional specifications.
  • the base 1 1 of the foundation 1 comprises an angle steel 1 16 and a concrete 1 17 which is filled inside and outside the angle steel 1 16 .
  • a column 3 made of high-frequency welded steel is placed and welded to the angle 1 1
  • the upper end of 6 is welded with a triangular stiffening plate 1 1 8 between the column 3 and the angle steel 1 16 .
  • the damper 15 is connected between the upper end of the pile 14 and the bottom beam 16 at the lower end of the column 3.
  • the load and support reaction force requirements of each pedestal are greatly reduced, but considering the influence of seismic force transmission behavior, Apply pre-cast concrete or steel-slung piles 14 in the form of friction piles, and then connect the damper 15 to change the seismic period through the damper 15 or to elastically contract, or to dampen by energy conversion.
  • the single-plate base plate 17 is composed of a rigid basement structure (as shown in Fig. 5), and the concrete base pile 18 is connected to the single-plate base plate 17.
  • the reaction force of the basement base 17 is reduced without the need of the traditional double-plate foundation and large-scale ground beam. In addition to reducing the depth of underground excavation, it is also economical and fast.
  • the damper of the general building structure mainly considers the damping effect and the recovery performance and the attenuation period required for the earthquake damage. Therefore, it is a higher-order technology product. Under the original heavy structure, it is expensive to configure the damper; Under the adjustment of the above overall concept, the damper 15 used in the present invention will be different from the damper with an expensive load of hundreds of tons in the past, but a lightweight damper between 3-30 tons. Moreover, in the case where the medium-low structure update period is short, it is more flexible to use a combination of a polymer rubber damper or a mechanical oil damper (an economical combination of various types of dampers can be used under light weight).
  • the damper 15 includes a second pressure resistant plate body 151 and at least one polymer rubber 152.
  • the two pressure-resistant plate body 151 is coupled to an upper structure (for example, a column) and a lower structure (for example, a pile) by bolts 1 5 3 .
  • the beam 2, the column 3 and the inclined beam 2' are joined by welding or screwing, and the angle steel 3 is welded between the beam 2 and the column 3, between the beam 2 and the beam 2 1, and between the beam 2 and the column 3, between the beam 2 and the beam 2, a plurality of stiffening plates 3 3 are locked by bolts 3 2 for increasing the joint strength.
  • the appropriate steel section is matched with the H-shaped steel 100*100*6*8 small beam according to the actual construction span.
  • the steel structure can be galvanized and assembled in a full bolt manner, which can be applied to advanced structures.
  • the large-scale steel structure has a large self-weight and a large section (generally 340*250*9* 14 and 390*300* 10* 16 below the four layers), and the architectural shape, plane pattern and building height are all There is considerable impact; in the consideration of the elasticity of the compartment, moderately increase the beam and column, after accurate steel structure analysis, select a moderate steel section, so that the overall structure will be economical.
  • the main function of the general floor body is to carry the live load, and the part has the bending moment that extends the beam structure. After the overall support of the building is responsible by the cage frame, the function of the floor body is to bear the weight and live of the block.
  • the load is the main factor, so the issues considered are sound insulation, heat insulation, fire protection and an effective combination of the plate and the beam.
  • the body structure and the member of the present invention can be combined with two modes, as shown in FIG. 11 and FIG. 12, the present invention is embedded in the beam 2 with a galvanized steel support plate 4, and is filled with light concrete 4 2, above.
  • the plate 4 is formed by refilling the rebar 4 3 with a fine concrete 4 4 thick.
  • the galvanized steel support plate 4 1 is embedded in the beam 2, and the interior is filled with lightweight concrete 4 2, and the upper portion is filled with cement mortar 4 5 thick to form the plate body 4.
  • the galvanized steel support plate 4 1 is convenient to construct, on the one hand, instead of the formwork, on the one hand, the working platform is formed, and the light coagulation is formed.
  • Soil 4 2 light weight, low water absorption, good sound insulation and heat insulation, as a bottom layer can reduce weight and increase sound insulation and fire prevention, the upper steel bar 4 3 and fine concrete 4 4 can be connected to different sections of the body 4 and withstand light
  • the pressure of the compartment is used to improve the self-importance of the general heavy concrete body, and the assembly of the template is difficult and the consumables are large.
  • FIG. 19 is a 3D version (hereinafter referred to as 3) which is constructed by a truss method using a flame-resistant foamed polystyrene insulation board (EPS) 46 and a spot-welded steel mesh 4 7 in a construction structure.
  • D version which is constructed by placing cement mortar 4 8 on it.
  • the 3D version uses EPS as the purpose of light weight and heat insulation.
  • the pipeline is easy to set up, and it can be used as a working platform after laying.
  • the mold and pre-group characteristics can greatly shorten the construction period and subsequent layout.
  • the surface spray application with the bottom of the plate is also very simple for construction.
  • the wall body 5 includes a plurality of columns 5 1 as skeletons, a plurality of cross rods 5 2 penetrating the columns 5 1 , and assembled on the columns 5 1 .
  • the light steel wall (including the steel plate and the galvanized expansion net) 5 3, and the interior of the lightweight concrete (not shown), and the exterior is provided with cement paint 5 5 .
  • the wall 5 is used for the wall of the compartment, which comprises a light steel wall 5 3 and is cast with lightweight concrete inside.
  • the upper and lower ends of the wall 5 are connected to the beam 2 and the plate body 4.
  • the light steel wall 5 3 and 3 D iron parts can be easily assembled by gunpowder or self-tapping screws, and a plurality of transverse branches are arranged.
  • the rod 5 2 or the brace object, the steel cable and the column 5 1 are joined to form a complete cage frame.
  • the combination of the main body skeleton composed of the beam 2, the column 3, and the like, the wall 5, and the plate body 4 can be applied by the same type of work, reducing the types of work, and the hydropower can be At the same time, it will not cause construction conflicts. It will replace the traditional wall construction method consisting of formwork and steel bars.
  • the construction work requires no heavy labor, and it is quite helpful in terms of construction period, quality, project management and hydropower piping.
  • the wall 5 is constructed with a flame-resistant foam polystyrene insulation board (EPS) 57 and a spot-welded steel mesh 5, which is constructed in a truss manner.
  • EPS polystyrene insulation board
  • the cement mortar is constructed in a manner of 59.
  • the light weight concrete is selected for filling.
  • the workability is good, and the tools used are small. It has the characteristics of light weight, low water absorption, good sound insulation and heat insulation. It is filled in the light steel wall and constitutes a good internal and external wall structure.
  • the light steel wall 5 3 is matched with lightweight concrete 5 4 , although the water absorption rate is more general. The concrete is low, but the filling gap is not waterproof, so it must be matched with the correct waterproof treatment.
  • heavy concrete has high self-density and high heat transmission rate. Because of high water content, condensation and anti-moisture are caused by climate change. It is easy to form wall cancer and excessive humidity in indoor space, and it is heavy.
  • the concrete itself cannot meet the requirements of full waterproofing, so the function of the wall 5 in sound insulation, heat insulation, fire prevention and waterproofing is separated, that is, the sound insulation, heat insulation and fire prevention are treated by lightweight concrete 5 4 , and the other Add a waterproof system to solve the waterproof problem. If the 3D version is used for the plate body and the wall body, the waterproof cement mortar is used to form the surface layer by spraying operation, and the hanging and waterproof functions can also have quite good performance; the above composition is used to form the invention. Lightweight steel reinforced concrete binary building structure.
  • the overall skeleton system can carry out accurate construction planning and quality control, with systemic integrity.
  • Main structure More than 70% of the materials can be prepared first, shortening the construction period of the construction site, and it is competitive.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

轻质钢骨混凝土二元建筑结构 技术领域
本发明涉及一种轻质钢骨混凝土二元建筑结构， 尤指一种提供更快速、 经济且性 能良好， 具高度竞争力及取代传统中低层建筑结构方式的建筑结构。 背景技术
中国台湾在历经九二一大地震后， 钢筋混凝土结构及传统木结构、 RC 加强砖造 或砖造等结构物， 均受到严重的破坏， 也因而引发本发明设计人， 对现有的结构方式 加以研讨， 并企图创作取代的动机。
此外， 中国台湾气候潮湿、 多雨， 加上台风、 地震， 严重影响建筑工程的施工进 行， 也考验钢筋混凝土材质的特性， 如渗水、 壁癌、 隔热差等问题， 而目前台湾普及 使用的钢骨混凝土结构， 则因为混凝土的自重过重， 使得钢骨的用量大， 造价高， 接 头处理复杂， 收边困难、 效果差， 所以中低楼层很难普及， 而钢骨混凝土的复合结构 所具有的良好特质， 并未能充分的发挥运用。
随着机械设备及建材的进步， 钢骨混凝土结构的发展已有相当大的空间， 一般目 前运用的传统钢骨混凝土结构方式有下列情形：
1、 框架式梁柱结构， 采重质混凝土， 自重大， 断面大， 耗材多， 不经济， 不环 保。
2、 柱梁接头， 因为弯矩、 扭力大， 应力集中， 所以接头强度要求髙、 复杂， 施 工质量维持不易。
3、 主体钢骨断面大， 刚性高， 相对于所连结的墙体， 刚性差距大、 协调性差， 连结处易产生破坏。
4、 楼版通常以钢承版置于钢梁上方， 再以剪力钉连结， 施工麻烦， 成本高， 容 易受地震水平力破坏。
5、 大型梁柱占掉部分平面空间， 并压低楼层净高度， 在造型处理上也较为困难， 效果差。
6、 所需的机具大型， 设备费高， 加工复杂、 成本高。 -
7、 重质混凝土填充墙壁时困难， 易产生蜂窝现象。
8、 备料及施工难以系统化及预组化。 9、 水电管路施工不易， 埋设于版内， 不利于结构强度， 并影响工期安排。
10、 多被局限运用于厂房或造型简单的办公商场， 很难在中低层住宅工程运用。 因此， 由上可知， 上述传统的钢骨混凝土结构， 在实际运用上显然具有不便与缺 陷存在， 而可待加以改善。
于是， 本发明设计人有感上述缺陷的可改善之处， 潜心研究并配合学理的适用， 在现有的 "轻质钢骨混凝土二元结构系统"论述基础中， 具体提出一套设计合理， 且 有效改善上述缺陷的本发明的技术方案。 发明内容
本发明的主要目的， 在于可提供一种轻质钢骨混凝土二元建筑结构， 将现有的钢 骨混凝土结构方式所组成的构件及既成施作方式， 在中低层建筑运用方面的局限， 以 "轻质钢骨混凝土二元建筑结构"为基础， 进一步就工法组合及其运用方式， 具体提 出适合使用的基础、 阻尼器、 钢料、 墙体、 版体的搭配及组构方式， 以提供更快速、 经济且性能良好， 具高度竞争力及取代传统中低层建筑结构方式的建筑结构与工法。
为了达到上述的目的， 本发明提供一种轻质钢骨混凝土二元建筑结构， 包括： 多 个基础； 多个梁、 柱， 其设置于该等基础上； 多个阻尼器， 其连接于基础与柱之间； 以及多个版体、 墙体， 该版体包含有钢承板嵌入梁中， 该版体内部填充轻质混凝土， 该墙体具有骨架及轻钢墙， 该等版体、 墙体结合于该等梁、 柱。
为了达到上述的目的， 本发明还提供一种轻质钢骨混凝土二元建筑结构， 包括- 多个基础； 多个梁、 柱， 其设置于该等基础上； 多个阻尼器， 其连接于基础与柱之间； 以及多个版体、 墙体， 该版体及墙体以营建结构用耐燃泡沫聚苯乙烯隔热板与点焊钢 筋网， 以桁架方式组构而成， 并浇置有水泥砂浆， 该等版体、 墙体结合于该等梁、 柱。
本发明具有以下有益的效果： 本发明提供一套精进的结构概念及组装方式， 包括 有 "结构概念"、 "调配精简的基础、 阻尼器及柱、 梁组构及构件方式"、 "版体、 墙体 的组构及构件方式"； 意即以结构概念的调整， 使梁柱结构的行为定义重组， 就可以运 用模块简单， 但是运用简便的钢料， 来组合成主要的结构构件。
这个整体架构的组成， 使得建筑结构与空间的组成更为良好， 而且可以进入系统 化、 模块化， 此外， 其施工快速、 提高施工安全性， 减少气候影响工期， 减少技术工 种及作业冲突外， 更具环保及多元发展运用的优点。
为使能更进一步了解本发明的特征及技术内容， 请参阅以下有关本发明的详细说 明与附图， 然而所附附图仅提供参考与说明用， 并非用来对本发明加以限制。 附图说明 '
图 1为本发明基础第一实施例的示意图；
图 2为本发明基础第二实施例的示意图；
图 3为本发明基础第三实施例的示意图；
图 4为本发明基础第四实施例的示意图；
图 5为本发明基础第五实施例的示意图；
图 6为本发明阻尼器的示意图；
图 7为本发明柱、 梁接合的示意图；
图 8为本发明柱、 梁及斜梁接合的示意图；
图 9为本发明梁及斜梁接合的示意图；
图 10为本发明柱、 梁接合的示意图；
图 11为本发明版体第一实施例的示意图；
图 12为本发明版体第二实施例的示意图；
图 13为本发明版体第三实施例的示意图；
图 14为本发明墙体第一实施例的示意图；
图 15为本发明墙体第二实施例的示意图；
图 16为本发明墙体第三实施例的示意图；
图 17为本发明骨架的示意图；
图 18为本发明建筑外观的示意图；
图 19为本发明版体、 墙体第四实施例的示意图。
【主要元件附图标记说明】
1 基础
1 1 基座'
1 1 1主筋 1 1 2箍筋
1 1 3预埋螺杆 1 1 4基座钢板
1 1 5混凝土 1 1 6角钢
1 1 7混凝土 1 1 8三角加劲板 1 2 地面底板
1 3
1 3 1钢筋 1 3 2混凝土
1 4
1 5 阻尼器
1 5 1抗压板体 5 2高分子橡胶 1 5 3螺栓
1 6 底梁
1 7 单板基盘
1 8
梁
， 斜梁
柱
3 1 角钢.
3 2 螺栓
3 3 加劲板
版体
4 1 镀锌钢承板
4 2 轻质混凝土
4 3 钢筋
4 4 细料混凝土
4 5 水泥砂浆
4 6 泡沬聚苯乙烯隔热板
4 7 点焊钢筋网
4 8 水泥砂浆
墙体
5 1 立柱
5 2 横支杆
5 3 轻钢墙
5 4 轻质混凝土 5 5 水泥粉刷
5 6 粉面层
5 7 泡沫聚苯乙烯隔热板
5 8 点焊钢筋网
5 9 水泥砂浆 具体实施方式
本发明提供一种轻质钢骨混凝土二元建筑结构， 以下就结构概念及组装方式两部 分加以说明- (一） 在 "结构概念"部分：
传统建筑结构以刚性结构， 依赖建筑构材强度的组成， 以硬碰硬的方式来对抗地 震力、 风力等外力的概念， 也因此形成一味的以发展高强度的钢料及混凝土为重心， 然而相对的这样的方式会造成沉重的赘体情形， 在现今全球发展绿建筑的主轴中， 这 种浪费资源的方式是亟须加以调整的。
"轻质钢骨混凝土二元结构系统"在概念上， 将建筑结构区分为下部及上部二部 分； 下部结构有别于一般仅考虑结构的支承及倾倒的功能， 而是更纳入思考基础降低 地震能量的冲击， 及下部结构往上能量传递的方式， 由刚支承调整为绞支承， 并依照 建筑区位的需求弹性的配置阻尼装置， 在这样的概念下进一步的发展具体的工法组合 及其运用内容。
一般梁柱框架式结构以强柱弱梁方式设计， 在基础不具减震隔震及内应力调整的 情形下， 必须仰仗重质钢构或钢筋混凝土来形成高刚性的结构， 因为本身自重大， 梁 柱断面相对比较大， 很自然产生较大弯矩、 扭力等内应力， 并且产生柱梁结合处的应 力集中情形； "轻质钢骨混凝土二元结构系统"的上部结构论述则有别于一般梁柱框架 式结构， 在运用轻质混凝土减少结构重量后， 以轻型钢构以行为桁架的方式， 组成笼 型骨架作为主体结构的骨架方式， 这样以轻量构材的有效串组来匀称的分担自重及活 载重的方式， 将可大量的节省构材并提高结构的安全性能， 这样的结构系统将跳脱大 型柱梁断面的构成方式， 而具体改变为以小型钢骨断面来组成的特性， 这是本发明的 概念调整。
以一般钢骨混凝土的结构情形来分析， 其基础的结构型式不外乎为筏式基础或连 续基础， 在大型刚性基盘上方以刚性方式衔接大形断面立柱， 以承受上部传递而下的 应力， 并接受下方上传的反力， 因此施工作业上必须先挖土方后排筋， 然后填充混凝 土再立柱， 最后再回填表土夯实； 这样的构筑方式除了耗时外， 全部的结构体将会直 接的面临地震力的直接冲击。
一般钢骨混凝土以型钢通过剪力钉连接箍筋， 再经过模板填充混凝土的构筑方 式， 作业相当繁复， 耗材多、 造价昂贵， 尤其重型机械依赖度高， 工种多， 作业粗重 且危险。 再者， 一般钢骨混凝土所使用的重质混凝土， 因在含水率、 热传透率高， 所 以在节能及壁面物理性方面， 包括渗水、 壁癌、 隔热、 保温等方面相当不好， 甚至因 为反潮所形成的壁癌粉末及墙体油漆涂装的甲醛， 还有闷湿环境产生的尘螨， 更导致 呼吸道疾病、 风湿、 关节炎等居住健康问题。
(二）、 在精进的 "组装方式"部分：
当前述的结构行为条件调整后， 在中低层建筑结构时， 不需要大型断面的柱梁， 可以依据建筑楼层空间跨矩需求， 来精确选配适当的柱梁构件； 请参阅图 1至图 19， 本发明包括有基础 1、 阻尼器 1 5、 梁 2、 柱 3、 版体 4及墙体 5， 主要提供 "调配 精简的主要基础 1、 阻尼器 1 5及柱 3、 梁 2组构及构件方式"、 "墙体 5、 版体 4的 组构方式"、 "墙体 5填充及防水方式"等， 以下将详细说明各构件及其组合-
1、 ¾石出：
因应不同地震区、 基地地形、 地下室结构需求、 及造价， 本发明提供几种组合模 式。
a . 在轻度地震以下地区及资源贫困或是经费拮据地区， 无地下室时， 以现地简 易基座 1 1连接地面底板 1 2方式（如图 1至图 3所示），来构成简易而经济的基础 1 方式 （因上部结构减重且柱为支承点增加， 平均分散柱轴力， 因此各基座 1 1的荷重 及支承反力需求大幅降低， 这样便无需再施作传统基脚的翼板， 如此可减少地面开挖 范围， 亦可以地面层底板来取代原有的地梁， 这样的方式是相当经济， 且大幅减少工 期及工料使用）。
如图 1所示， 该基础 1的基座 1 1包含有多个主筋 1 1 1、 多个箍于该等主筋 1 1 1外围的箍筋 1 1 2、 多个设置于该等主筋 1 1 1以及箍筋 1 1 2内部的预埋螺杆 1 1 3 , 一连接于该等主筋 1 1 1上端的基座钢板 1 1 4， 并于该等主筋 1 1 1、 箍 筋 1 1 2及预埋螺杆 1 1 3之间灌置有混凝土 1 1 5， 该等预埋螺杆 1 1 3的上端穿 出该基座钢板 1 1 4的顶面， 以便配合螺帽 （图略） 螺接于该等预埋螺杆 1 1 3的上 端予以锁固。 以热轧型钢制成的柱 3置放及焊接固定于该基座钢板 1 1 4的顶面， 并 于柱 3与基座钢板 1 1 4之间焊接多个三角加劲板 1 1 8 , 用以增加强度。 该地面底 板 1 2上设置有一基盘 1 3， 该基盘 1 3包含有多个钢筋 1 3 1及灌置于该等钢筋 1
3 1之间的混凝土 1 3 2 , 该基盘 1 3连接于基座 1 1与柱 3之间。
如图 2所示， 该基础 1的基座 1 1、 地面底板 1 2及基盘 1 3等结构大致与上述 实施例相同， 仅部分构件的尺寸规格不同。
如图 3所示， 该基础 1的基座 1 1包含有一角钢 1 1 6及灌置于角钢 1 1 6内部 及外围的混凝土 1 1 7。 将以高周波型焊钢制成的柱 3置放及焊接固定于该角钢 1 1
6的上端， 并于柱 3与角钢 1 1 6之间焊接有三角加劲板 1 1 8。
b . 在中度地震以上地区， 无地下室时， 以混凝土或钢骨基桩 1 4连接阻尼器 1
5 (如图 4所示）， 再以绞接方式连接刚性地面底板（图略） 的方式， 阻尼器 1 5连接 于基桩 1 4的上端与柱 3的下端的底梁 1 6之间。 同样因为上部结构减重且柱 3为支 承点增加， 平均分散柱轴力， 因此各基座 （基桩 1 4 ) 的荷重及支承反力需求大幅降 低， 但在考虑地震力的传递行为影响， 运用预铸的混凝土或钢骨基桩 1 4以摩擦桩的 方式施作， 然后连接阻尼器 1 5，通过阻尼器 1 5改变地震周期或是以弹性收缩方式， 或是以能量转换方式阻尼， 减少上传能量， 并以绞接模式让上传能量减少弯矩、扭力、 剪力， 而转换成影响较小的水平力及垂直型态的轴力方式， 然后通过架高的地面刚性 基盘来整体串组， 以调和不均勾的荷重、 地质等情形； 这样的方式施做快速且有效降 低地震力影响。
c . 在中度地震以上地区， 有地下室时， 以单板基盘 1 7与刚性地下室结构组成 (如图 5所示）， 以混凝土基桩 1 8连接该单板基盘 1 7， 在上部结构减重下， 地下室 基盘 1 7的反力减少无须传统双版筏式基础及大型地梁，除了减少地下开挖的深度外， 也较为经济快速。
2、 阻尼器： .
一般建筑结构的阻尼器， 主要在考虑地震破坏所需求的阻尼效果及回复性能还有 衰减期， 因此属较高阶的科技产品， 在原有重质结构下， 要配置阻尼器是昂贵的情形; 在前述整体概念的调整下， 本发明所应用的阻尼器 1 5， 将是有别于以往动辄数百吨 荷重昂贵的阻尼器， 而是 3-30吨间的轻量型阻尼器为主， 而且在中低结构更新期短的 情形下， 更可以弹性的运用类似高分子橡胶阻尼器或机械油压阻尼器的组合方式 （在 轻量化下可经济的搭配运用各类型的阻尼器）。
如图 6所示，该阻尼器 1 5包含有二抗压板体 1 5 1及至少一高分子橡胶 1 5 2， 该二抗压板体 1 5 1利用螺栓 1 5 3与上部结构物 （例如柱） 及下部结构物 （例如基 桩） 连结。
3、 柱、 梁组构及构件- 柱 3、 梁 2的组构设置于该基础 1上， 在下部上传应力降低及结构静载重大幅减 少下， 梁 2、 柱 3构件的组合上 （如图 7至图 10所示）， 运用钢骨在螺栓或焊接高自 由度的组装能力， 以行为桁架的观念， 搭配墙体骨架组成笼型框架结构的方式。
如图 7至图 10所示， 梁 2、 柱 3及斜梁 2 ' 利用焊接或螺接方式予以接合， 另 于梁 2及柱 3之间、 梁 2及梁 2之间并焊接有角钢 3 1， 以及于梁 2及柱 3之间、 梁 2及梁 2之间以螺栓 3 2锁接多个加劲板 3 3， 用以增加接合强度。
a .二层楼以下跨距五公尺左右的建筑，以 H型钢 150* 100*6*9及 H型钢 100* 100*6*8、 倒 T型钢 125* 125*5*8小梁来构成主要梁 2、 柱 3。
b . 四层楼以下跨距六公尺左右的建筑， 以 H型钢 200* 150*6*9、 H型钢 150* 100*6*9 及 H型钢 100* 100*6*8小梁来构成主要梁 2、 柱 3。
c . 五层以上则按实际建筑髙度跨距选配适当的钢骨断面搭配 H型钢 100* 100*6*8小 梁。
ά . 视建筑结构使用年限的需求， 可以将钢构构材以镀锌方式处理并以全螺栓的方式 加以组装， 这样的方式可以运用在高级结构方面。
在传统钢构刚性的要求中， 大型钢构的自重及断面大 （一般四层以下以 340*250*9* 14及 390*300* 10* 16)，对建筑造型、平面格局及建筑高度都有相当的影响； 在兼顾隔间弹性， 适度增加梁柱下， 经过精确的钢构分析， 选配适中的钢骨断面， 这 样整体的构材使用会经济许多。
4、 版体组构及构件：
一般楼层版体的主要功能在承载活载重， 部分则有分担梁结构延伸的弯矩； 在建 筑的整体支承由笼形框架来负责后， 楼层版体的功能则以承受该区块自重及活载重为 主， 因此考虑的问题为隔音、 隔热、 防火及版体与梁的有效结合。 本发明版体组构及 构件可搭配二种方式， 一种如图 11及图 12所示， 本发明以镀锌钢承板 4 1嵌入梁中 2， 内部并填充轻质混凝土 4 2， 上面配以钢筋 4 3再填充数公分厚的细料混凝土 4 4， 借此构成版体 4。 如图 13所示， 其以镀锌钢承板 4 1嵌入梁 2中， 内部填充轻质 混凝土 4 2， 上面再填充数公分厚的水泥砂浆 4 5， 借此构成版体 4。
镀锌钢承板 4 1施工便利， 一方面替代模板， 一方面形成作业平台， 而轻质混凝 土 4 2重量轻、 吸水率低、 隔音断热良好， 作为底层可减少重量并增加隔音及防火， 上面的钢筋 4 3及细料混凝土 4 4则可连结不同区块的版体 4并承受轻质隔间的承 压， 用以改善一般重质混凝土版体自重大， 且模板组装困难、 耗材多的情形。
另一方式如图 19所示， 以营建结构用耐燃泡沫聚苯乙烯隔热板（EPS ) 4 6与点 焊钢筋网 4 7， 以桁架方式组构而成的 3 D版（以下简称为 3 D版）， 上面浇置水泥砂 浆 4 8的方式构成。 该 3 D版以 EPS作为轻量及断热的目的， 其管路配设简便， 也可 以于施工时铺设后即可作为作业平台， 其模具与预组的特性， 可大幅缩短工期， 后续 版面与版底的面层喷浆作业对施工而言亦非常简便。
5、 墙体组构及构件：
如图 14及图 15所示， 该墙体 5包含有多个作为骨架的立柱 5 1、 多个穿设于该 等立柱 5 1的横支杆 5 2及组装于该等立柱 5 1上的轻钢墙 （包含版体钢筋及镀锌扩 张网） 5 3， 并于其内部浇筑轻质混凝土（图略）， 并于外部设有水泥粉刷 5 5。 如图 16所示， 该墙体 5用于隔间的墙， 包含有轻钢墙 5 3， 并于其内部浇筑有轻质混凝土
5 4， 并于外部设有水泥粉刷 5 5及粉面层 5 6， 该墙体 5上、 下端连接于梁 2及版 体 4。 该等立柱 5 1与轻钢墙 5 3的组合作业中， 可以很轻易地将轻钢墙 5 3及 3 D 板铁件以火药击钉或自攻螺丝来组装， 并经过设置多个横支杆 5 2或斜撑对象、 钢索 与立柱 5 1来连结， 构成完整的笼形框架。 本发明的骨架构成除了具有高度的匀称性 和协调性外， 梁 2、 柱 3等构成的主体骨架与墙体 5、 版体 4的组合， 可由同一工种 施作， 减少工种外， 并且水电可同时施作不会造成施工冲突， 用以取代传统以模板及 钢筋所组成的墙体施工方式， 施工作业毋须粗重的劳力， 就工期、 质量、 工程管理及 水电配管施作都有相当的帮助。
如图 19所示， 墙体 5以营建结构用耐燃泡沬聚苯乙烯隔热板 （EPS ) 5 7与点焊 钢筋网 5 8， 以桁架方式组构而成的 3 D版， 上面浇置水泥砂浆 5 9的方式构成。
6、 墙体填充及防水- 版体与壁体若采用 2W-DEC铝锌钢承板及轻钢墙体系统，在填充方面选择搭配轻 质混凝土 5 4工作性佳， 所使用的机具小， 且重量轻、 吸水率低、 隔音断热良好的特 性， 填充于轻钢墙 5 3统内构成良好的内外墙结构， 然因为轻钢墙 5 3搭配轻质混凝 土 5 4， 虽然吸水率较一般混凝土低， 但填充空隙不具防水能力， 所以必须搭配正确 的防水处理。 在轻钢墙体填充轻质混凝土 5 4后的水泥砂浆打底作业， 必须添加防水 粉， 将水泥砂浆孔隙加以堵塞， 以排除一般水泥砂浆虹吸吸水的情形， 并且在浴厕、 露台及窗框外缘， 以弹性水泥或其它防水材料涂布加强防水的方式， 来构成整体的有 效防水系统。
一般重质混凝土除了自重大、 热传透率高外， 因为含水率高， 受气候变化形成结 露、 反潮的情形非常严重， 容易形成壁癌及室内空间湿度过大的状况， 且重质混凝土 本身亦无法达到全面防水的要求， 因此将墙体 5在隔音、 隔热、 防火与防水方面的功 能加以分开， 也就是隔音、 隔热、 防火方面由轻质混凝土 5 4来处理， 而另增加防水 系统来解决防水问题。 版体与壁体若采用 3 D版时， 则搭配防水水泥砂浆， 以喷浆作 业方式来构成面层， 其吊挂及防水功能亦可以有相当良好的效能； 借助上述的组成以 形成本发明的轻质钢骨混凝土二元建筑结构。
本发明的轻质钢骨混凝土二元建筑结构 至少具有优点如下：
1、 结构安全性、 健康性及舒适性效能良好。
2、 自重轻， 材料经济， 可以节省天然资源 3/5， 具环保性。
3、 使用市场通用建材， 具普及性。
4、 整体骨架系统， 可进行精准的施工计划及品管， 具系统性完整性。
5、 主体结构 70%以上可先行备料， 缩短工址施工的工期， 具竞争性。
6、 组装过程中受气候影响的情形大幅减少， 具稳定性。
7、 可由当地现有的营建公司或工人参予， 具商业拓展性。
8、 可运用既有钢骨混凝土、 钢筋混凝土及钢构的结构分析， 并经简易的调整后 符合全球各地法令规定。
但以上所述仅为本发明的较佳实施例， 非意欲局限本发明的保护范围， 因此凡是 运用本发明说明书及附图内容所做的等效变化， 均同理皆包含于本发明的保护范围之 内， 特此说明。

Claims

权利要求书
1、 一种轻质钢骨混凝土二元建筑结构， 其特征在于， 包括：
多个基础；
多个梁、 柱， 其设置于该等基础上；
多个阻尼器， 其连接于基础与柱之间； 以及
多个版体、 墙体， 该版体包含有钢承板嵌入梁中， 该版体内部填充轻质混凝土， 该墙体具有骨架及轻钢墙， 该等版体、 墙体结合于该等梁、 柱。
2、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该基础包 含有基座及连接该基座的地面底板。
3、 如权利要求 2所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该基础的 基座包含有多个主筋、 多个箍于该等主筋外围的箍筋、 多个设置于该等主筋及箍筋内 部的预埋螺杆、 一连接于该等主筋上端的基座钢板， 在主筋、 箍筋及预埋螺杆之间灌 置有混凝土， 该柱固定于该基座钢板的顶面。
4、 如权利要求 3所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该柱与该 基座钢板之间连接有三角加劲板。
5、 如权利要求 2所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该地面底 板上设置有一基盘， 该基盘包含有多个钢筋及灌置于该等钢筋的间的混凝土， 该基盘 连接于基座与柱之间。
6、 如权利要求 2所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该基础的 基座包含有一角钢及灌置于该角钢内部及外围的混凝土， 该柱固定于该角钢的上端， 在柱与角钢之间焊接有三角加劲板。
7、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该基础包 含有基桩， 该基桩连接有该阻尼器， 再以绞接方式连接刚性地面底板， 该阻尼器连接 于该基桩与该柱之间。
8、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该基础包 含有单板基盘与刚性地下室结构， 以混凝土基桩连接该单板基盘。
9、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 梁及柱之 间、 梁及梁之间， 焊接有角钢。
1 0、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 梁及柱 之间、 梁及梁之间， 以螺栓锁接有加劲板。
1 1、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该版体 的轻质混凝土上面配以钢筋， 并填充细料混凝土。
1 2、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该版体 的轻质混凝土上面填充水泥砂桨。
1 3、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该墙体 包含有多个作为骨架的立柱、 多个穿设于该等立柱的横支杆及组装于该等立柱上的轻 钢墙， 并于其内部浇筑有轻质混凝土， 外部设有水泥粉刷。
1 4、 如权利要求 1所述的轻质钢骨混凝土二元建筑结构， 其特征在于， 该墙体 内部浇筑有轻质混凝土， 外部设有水泥粉刷及粉面层。
1 5、如权利要求 1 3或 1 4所述的轻质钢骨混凝土二元建筑结构，其特征在于， 该墙体的轻质混凝土添加有防水粉。
1 6、 一种轻质钢骨混凝土二元建筑结构， 其特征在于， 包括：
多个基础；
多个梁、 柱， 其设置于该等基础上；
多个阻尼器， 其连接于基础与柱之间； 以及
多个版体、 墙体， 该版体及墙体以营建结构用耐燃泡沫聚苯乙烯隔热板与点焊钢 筋网， 以桁架方式组构而成， 并浇置有水泥砂浆， 该等版体、 墙体结合于该等梁、 柱。
PCT/CN2007/002927 2007-10-11 2007-10-11 Structure de construction en béton à ossature en acier léger WO2009046572A1 (fr)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587531A (zh) * 2012-03-02 2012-07-18 北京建筑工程学院 摇摆防屈曲支撑-框架结构体系及其施工方法
CN108277887A (zh) * 2018-03-19 2018-07-13 北京工业大学 装配式内置保温层混凝土复合墙-轻钢框架连接节点
US20190257094A1 (en) * 2016-06-24 2019-08-22 Southeast University Building based on large-space structure and freestanding external envelope as well as construction method
CN111364638A (zh) * 2020-04-14 2020-07-03 王喜林 一种填充墙和结构组合现浇的施工方法及保温系统
CN111485657A (zh) * 2019-01-25 2020-08-04 河南天久装配式建筑有限公司 一种装配式建筑用楼层板与剪力墙角钢结构及其连接方法
CN113006847A (zh) * 2021-04-21 2021-06-22 三一重型装备有限公司 一种斜梁机构、连杆机构和液压支架

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5359816A (en) * 1990-03-16 1994-11-01 Permahome (Steel Constructions) Ltd. Buildings and methods of constructing buildings
JP2002266423A (ja) * 2001-03-07 2002-09-18 Miki Toshiharu プレハブ住宅
CN1439783A (zh) * 2002-02-20 2003-09-03 刘志鹏 轻质钢骨混凝土二元构造系统及其方法
CN2581507Y (zh) * 2002-09-28 2003-10-22 冯若春 建筑物基础构件及其竹节钢筋
CN1474007A (zh) * 2002-08-06 2004-02-11 洪 杨 一种建筑物绝缘隔震体系
CN1485509A (zh) * 2002-09-27 2004-03-31 刘志鹏 钢骨混凝土建筑构造方法
CN2893023Y (zh) * 2006-03-27 2007-04-25 扬州大学 钢筋混凝土装配式框架－剪力墙建筑结构体
WO2007099178A1 (es) * 2006-03-03 2007-09-07 Covenex, S.L. Vivienda unifamiliar prefabricada de hormigón armado y procedimiento de montaje de la misma

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5359816A (en) * 1990-03-16 1994-11-01 Permahome (Steel Constructions) Ltd. Buildings and methods of constructing buildings
JP2002266423A (ja) * 2001-03-07 2002-09-18 Miki Toshiharu プレハブ住宅
CN1439783A (zh) * 2002-02-20 2003-09-03 刘志鹏 轻质钢骨混凝土二元构造系统及其方法
CN1474007A (zh) * 2002-08-06 2004-02-11 洪 杨 一种建筑物绝缘隔震体系
CN1485509A (zh) * 2002-09-27 2004-03-31 刘志鹏 钢骨混凝土建筑构造方法
CN2581507Y (zh) * 2002-09-28 2003-10-22 冯若春 建筑物基础构件及其竹节钢筋
WO2007099178A1 (es) * 2006-03-03 2007-09-07 Covenex, S.L. Vivienda unifamiliar prefabricada de hormigón armado y procedimiento de montaje de la misma
CN2893023Y (zh) * 2006-03-27 2007-04-25 扬州大学 钢筋混凝土装配式框架－剪力墙建筑结构体

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587531A (zh) * 2012-03-02 2012-07-18 北京建筑工程学院 摇摆防屈曲支撑-框架结构体系及其施工方法
CN102587531B (zh) * 2012-03-02 2014-10-22 北京建筑大学 摇摆防屈曲支撑-框架结构体系及其施工方法
US20190257094A1 (en) * 2016-06-24 2019-08-22 Southeast University Building based on large-space structure and freestanding external envelope as well as construction method
US10808396B2 (en) * 2016-06-24 2020-10-20 Southeast University Building based on large-space structure and freestanding external envelope as well as construction method
CN108277887A (zh) * 2018-03-19 2018-07-13 北京工业大学 装配式内置保温层混凝土复合墙-轻钢框架连接节点
CN108277887B (zh) * 2018-03-19 2024-05-28 北京工业大学 装配式内置保温层混凝土复合墙-轻钢框架连接节点
CN111485657A (zh) * 2019-01-25 2020-08-04 河南天久装配式建筑有限公司 一种装配式建筑用楼层板与剪力墙角钢结构及其连接方法
CN111364638A (zh) * 2020-04-14 2020-07-03 王喜林 一种填充墙和结构组合现浇的施工方法及保温系统
CN113006847A (zh) * 2021-04-21 2021-06-22 三一重型装备有限公司 一种斜梁机构、连杆机构和液压支架

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