WO2015106477A1 - 一种用于工业化居住建筑的框架-钢管束组合结构体系 - Google Patents

一种用于工业化居住建筑的框架-钢管束组合结构体系 Download PDF

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Publication number
WO2015106477A1
WO2015106477A1 PCT/CN2014/071639 CN2014071639W WO2015106477A1 WO 2015106477 A1 WO2015106477 A1 WO 2015106477A1 CN 2014071639 W CN2014071639 W CN 2014071639W WO 2015106477 A1 WO2015106477 A1 WO 2015106477A1
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Prior art keywords
steel pipe
flange
steel
shaped
unit
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PCT/CN2014/071639
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English (en)
French (fr)
Inventor
单银木
王彦超
杨强跃
方鸿强
李文斌
刘晓光
胡立黎
贾宝英
黄振华
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浙江杭萧钢构股份有限公司
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Publication of WO2015106477A1 publication Critical patent/WO2015106477A1/zh

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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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08

Definitions

  • the present invention relates to a frame for an industrialized residential building - a bundle of steel pipe bundles, which system can be widely used in residential buildings, apartments and the like.
  • the structural system is still trapped in the conventional steel support-frame system, steel frame-concrete core tube system, steel frame-steel shear wall system, etc.
  • the existing steel structure system has structural steel.
  • the inner and outer wall system has aerated concrete blocks, grouting walls, strip walls and so on.
  • the current steel structure building system is generally higher than the concrete structure, which has become an obstacle to the widespread promotion of steel structure building systems, especially steel structure houses.
  • the construction method of concrete structures requires many wooden formwork, which causes damage to forest resources and pollutes the environment. A large number of steel bars need to be manually tied, not an industrial production method.
  • the steel pipe bundle composite structure is a new type of steel and concrete composite structure, which better exerts the advantages of light weight and high strength of steel and high concrete rigidity, and avoids the disadvantages of poor stability of steel components, high brittleness of concrete and rapid degradation of stiffness.
  • Steel pipe bundle combination structure adopts industrial production line Production, the whole process can be operated by the robot.
  • the steel pipe bundle composite structure is used for the shear wall. Since the steel and concrete combination has good ductility, the length of the wall and the thickness of the thinned wall can be effectively increased, and the building adaptability is strong.
  • the use of the frame and the steel tube bundle combined structural shear wall can not only meet the structural anti-side requirements, but also improve the flexibility of the building layout.
  • the entire steel pipe bundle composite structural member does not need steel bars, the concrete is directly poured into the steel pipe bundle, and the template is not needed, and the construction speed is fast. Summary of the invention
  • the present invention provides a new building structure with economical steel volume, simple component fabrication, convenient and quick construction, and convenient industrial production.
  • the system is beneficial to reduce environmental pollution, improve the living environment, and has good economic performance.
  • the technical solution adopted by the invention is: a frame-tube bundle composite structure system for industrialized residential buildings, characterized in that: the combination of column and steel pipe bundle structural members and H-shaped steel beam or box beam or short steel tube bundle The structural members are connected; the column and the H-shaped steel beam or the box-shaped beam form a frame; the steel pipe bundle composite structural member and the short steel pipe bundle composite structural member are composed of a steel pipe bundle assembly, and the steel pipe bundle is total
  • the overall shape is one of the following: C type, inline type, Z type, T type, cross type or L type, the steel pipe bundle assembly is sequentially connected by a plurality of steel pipe units; the steel pipe The unit has a cavity into which concrete is poured.
  • connecting member between the steel pipe bundle composite structural member and the steel pipe bundle composite structural member may be a short steel pipe bundle composite structural member or an H-shaped steel beam or a box beam. Further, the connecting member between the column and the bundle of steel pipe bundles may be
  • the side wall of the cavity is provided with a peg.
  • through holes are formed in the partition between adjacent steel pipe units.
  • the steel pipe unit is formed by splicing a steel pipe having a U-shaped cross section, and a U-shaped bent bottom portion of the former steel pipe is spliced at a U-shaped opening of each steel pipe unit; a U-shaped open end of the steel pipe unit at the front end
  • the steel pipe unit at the rear end is closed by two steel plates and the bottom plate by a closed welding or a box-shaped member, and the U-shaped steel pipe is closed and welded.
  • the bent portion of the U-shaped steel pipe constitutes an adjacent steel pipe unit. Separator between.
  • the steel pipe unit is formed by splicing a profile having a T-shaped cross section;
  • the T-shaped profile includes a first flange and a first web vertically disposed on a side of the first flange, and is distributed in the first a first flange on each side of a web is a second flange and a third flange, and the tail of the first web is bent and has a tail hook parallel to the first flange;
  • the adjacent T-shaped profiles are arranged upside down in a first web opposite manner, the tail hooks of the first web of each profile being used as the first flange of the two profiles of the welding strip and the other side in the same direction Weld joint;
  • the second flange of the former profile, the third flange of the latter profile, and the first web of the front and rear profiles jointly surround the steel pipe unit;
  • the T-shaped profile of the steel tube unit at the front end is closed and welded by a side plate and a steel plate, and the steel pipe unit at the rear end is closed and welded by a side plate and a bottom plate;
  • the first web constitutes adjacent
  • the t-shaped profile includes a fourth flange and a second web vertically disposed on a side of the fourth flange, and the fourth flanges distributed on both sides of the second web are a fifth flange and a sixth flange, respectively
  • the adjacent ⁇ -shaped profiles are arranged upside down in a manner opposite to the second web, the weld of the fourth flange of the two profiles of the second web of each profile and the other side of the profile of the other side Connecting;
  • the fifth flange of the former profile, the sixth flange of the latter profile, and the second web of the front and rear profiles together comprise a steel tube unit;
  • the ⁇ -shaped profile of the steel tube unit at the front end is closed and welded by a side plate and a steel plate, and the steel pipe unit at the rear end is closed by a side plate and a bottom plate; the second web constitutes a partition between adjacent steel pipe units.
  • the steel pipe unit is composed of a first unit and a second unit, and the first unit includes a seventh flange, an eighth flange, a seventh flange and an eighth flange.
  • the third unit and the fourth web are connected;
  • the second unit includes a ninth flange and a tenth flange which are oppositely disposed, the ninth flange is connected to the seventh flange, and the tenth flange is connected to the eighth wing.
  • the steel pipe unit at the front end is closed and welded by a steel plate, and the steel pipe unit at the rear end is closed by welding or closed by the first unit; the third and fourth webs form a partition between adjacent steel pipe units.
  • the steel pipe unit is composed of a third unit and a fourth unit, the third unit includes an eleventh flange and a twelfth flange, and the fourth unit is a square rectangle.
  • the eleventh flange overlaps one side of the rectangular steel pipe, and the twelfth flange overlaps the other side of the square rectangular steel pipe;
  • the end steel pipe unit adopts a fourth unit or a third unit with an end sealing plate; Or the steel tube unit is formed by separating a J-shaped fifth web between the parallel continuous flange and the splicing flange, and the head of the fifth web is vertically welded to the continuous flange.
  • the tail of the fifth web has a tail hook parallel to the continuous flange and the splicing flange, and the tail hook is connected to the weld of the adjacent splicing flange;
  • the steel pipe unit at the front end is closed and welded by a steel plate, and the steel pipe unit at the rear end is closed and welded by the bottom plate; the fifth web constitutes a partition between adjacent steel pipe units.
  • the concrete may be ordinary concrete, high-strength concrete, lightweight aggregate concrete or self-compacting concrete.
  • the steel pipe bundle composite structural member according to the present invention is a steel pipe bundle composite structural member that penetrates the entire floor of the building, and the short steel pipe bundle composite structural member is a steel pipe bundle composite structural member that does not penetrate the entire floor of the building.
  • the steel pipe bundle composite structural member and the short steel pipe bundle composite structural member constituting the steel pipe bundle combined structural system mainly represent a shear wall, a short-limb shear wall or a special-shaped column in a structural system, and the specific specifications and layout in the building The location, selected and arranged by the designers in the field based on specifications, expertise and architectural functional requirements, combined with their conventional knowledge.
  • the system can be widely used in residential buildings, apartments and other residential buildings.
  • steel pipe bundle composite structure shear wall layout flexible can achieve large indoor space, to meet the requirements of different periods, different groups of people to divide the interior space of the building; replace some internal and external walls and partition walls, save materials and reduce construction costs; indoor The walls and beams are thick, and there are no problems such as exposed beams and columns that affect the indoor space.
  • Figure 1 is a plan view of a frame-tube bundle composite structure system (where 35 is a hole).
  • Fig. 2a is a cross-sectional view showing the joint structure of the steel pipe bundle composite structural member and the short steel pipe bundle composite structural member in the bundle structure of the steel pipe bundle.
  • Fig. 2b is a connection elevation view of a steel tubular bundle composite structural member and an H-shaped steel beam or a box-shaped steel beam in a bundle structure of a steel pipe bundle.
  • Fig. 2c is a connection elevation view of the column, steel pipe bundle composite structural member and H-shaped steel beam or box steel beam.
  • Fig. 3a is an overall sectional view of a U-shaped steel pipe bundle composite structural member.
  • Figure 3b is an overall cross-sectional view of a one-piece steel pipe bundle composite structural member.
  • Figure 3c is an overall cross-sectional view of a Z-shaped steel tube bundle composite structural member.
  • Figure 3d is an overall cross-sectional view of a T-shaped steel pipe bundle composite structural member.
  • Figure 3e is an overall cross-sectional view of a cross-shaped steel tube bundle composite structural member.
  • Figure 3f is an overall cross-sectional view of the L-shaped steel tube bundle composite structural member.
  • Fig. 4a is a cross-sectional view A of a steel pipe bundle formed by splicing a steel pipe having a U-shaped cross section.
  • Fig. 4b is a cross-sectional view B of a steel pipe bundle formed by splicing a steel pipe having a U-shaped cross section.
  • Fig. 4c is a cross-sectional view C of a bundle of steel pipes in which U-shaped cross-sections of steel pipes are spliced.
  • Figure 5a is a cross-sectional view of a bundle of steel tubes constructed by splicing a profile having a T-shaped cross section.
  • Figure 5b is a schematic view of the structure of the T-shaped profile.
  • Fig. 6 is a cross-sectional view showing a bundle of steel pipes in which a cross-section is a T-shaped profile.
  • Figure 7a is a cross-sectional view of a bundle of steel tubes constructed by splicing a first unit and a second unit.
  • Fig. 7b is a schematic view showing another form of a cross-sectional view of a bundle of steel pipes composed of a first unit and a second unit.
  • Figure 8a is a cross-sectional view of a bundle of steel tubes constructed by splicing a third unit and a fourth unit.
  • Fig. 8b is a schematic view showing another form of a cross-sectional view of a bundle of steel pipes composed of a splicing of a third unit and a fourth unit.
  • Figure 9 is a cross-sectional view of a bundle of steel tubes formed by dividing a J-shaped fifth web between parallel continuous flanges and splicing flanges.
  • a frame-tube bundle composite structural system for an industrialized residential building comprising a column 36, a bundle of steel pipe bundles 31 and an H-beam 33 or a box beam 33 or a short steel pipe
  • the bundle combining structural members 32 are connected; the column 36 and the H-shaped steel beam 34 or the box beam 33 constitute a frame; the steel pipe bundle composite structural member 31 and the short steel pipe bundle composite structural member 32 are composed of a steel pipe bundle assembly 1 constituting that the overall shape of the steel pipe bundle assembly 1 is one of the following: C type, inline type, Z type, T type, cross type or L type, the steel pipe bundle assembly is composed of a plurality of
  • the steel pipe unit 17 is connected in sequence; the steel pipe unit 17 has a cavity, and the space is empty Concrete 2 is poured into the cavity.
  • the connecting member between the steel pipe bundle composite structural member 31 and the steel pipe bundle composite structural member 31 may be a short steel pipe bundle composite structural member 32 or an H-shaped steel beam or a box beam.
  • the connecting member between the column 36 and the bundle of steel pipe bundles may be an H-shaped steel beam or a box beam.
  • the side wall of the cavity is provided with a peg 3 . Further, through holes are formed in the partition between the adjacent steel pipe units 17.
  • the steel pipe unit 17 is formed by splicing a steel pipe 5 having a U-shaped cross section, and a U-shaped bent bottom portion of the former steel pipe is spliced at a U-shaped opening of each steel pipe unit;
  • the U-shaped open end of the steel pipe unit at the front end is closed and welded by the steel plate 6 closed welding or the box-shaped member 18, and the steel pipe unit at the rear end is closed by two side plates 7 and the bottom plate 4 or is welded by the U-shaped steel pipe 5,
  • the bent portion of the U-shaped steel pipe 5 constitutes a partition between adjacent steel pipe units.
  • the steel pipe unit 17 is formed by splicing a profile 8 having a T-shaped cross section;
  • the T-shaped profile 8 includes a first flange and a first web 83 vertically disposed on a side of the first flange.
  • the first flanges distributed on both sides of the first web are respectively a second flange 81 and a third flange 82, and the tail of the first web 83 is bent and carries the first wing Edge-parallel tail hooks;
  • adjacent T-shaped profiles are placed upside down with the first webs 83 oppositely, and the tail hooks of the first webs of each profile are used as the welding strips and the other side of the same direction a welded joint of the first flange of the two profiles;
  • a second flange 81 of the former profile, a third flange 82 of the latter profile, and a first web 83 of the front and rear profiles together to form a steel tube unit;
  • the T-shaped profile of the steel tube unit at the front end is closed and welded by a side plate 7 and a steel plate 6, and the steel pipe unit at the rear end is closedly welded by a side plate 7 and a bottom plate 4; the first web 83 is formed between adjacent steel pipe units Separator.
  • the steel pipe unit 17 is formed by splicing a profile 9 having a T-shaped cross section, and the T-shaped profile 9 includes a fourth flange and a second web 93 vertically disposed on one side of the fourth flange.
  • the fourth flanges distributed on both sides of the second web are respectively the fifth flange 91 and the sixth flange 92; the adjacent T-shaped profiles 9 are reversed in such a manner that the second webs 93 are opposite to each other, each The trailing end of the second web 93 of the profile is joined to the weld of the fourth flange of the two profiles arranged in the same direction on the other side; the fifth flange 91 of the preceding profile, the sixth flange of the latter profile 92.
  • the second webs 93 of the front and rear profiles are combined to form a steel tube unit;
  • the T-shaped profile of the steel tube unit at the front end is closed and welded by a side plate 7 and a steel plate 6, and the steel pipe unit at the rear end is closedly welded by a side plate 7 and a bottom plate 4; the second web 93 is formed between adjacent steel pipe units Separator.
  • the steel pipe unit 17 is composed of a first unit 11 and a second unit 10, and the first unit 11 includes a seventh flange 111, an eighth flange 112, and a seventh flange 111.
  • a third web 113 and a fourth web 114 are connected between the eighth flange 112;
  • the second unit 10 includes a ninth flange 101, a tenth flange 102, and a ninth flange 101.
  • the seventh flange 111 is connected, and the tenth flange 102 is connected to the eighth flange 112; the steel pipe unit at the front end is closed and welded by the steel plate 6, and the steel pipe unit at the rear end is sealed by the bottom plate 4.
  • the welding is closed or closed by the first unit 11;
  • the third web 113 and the fourth web 114 form a partition between adjacent steel tube units.
  • the steel pipe unit 17 is formed by splicing the third unit 12 and the fourth unit 13, and the third unit 12 includes an eleventh flange 121 and a twelfth flange 122 which are oppositely disposed.
  • the fourth unit 13 is a square rectangular steel tube, the eleventh flange 121 overlaps the upper end of the side of the square rectangular steel tube, and the twelfth flange 122 overlaps the lower end of the side of the rectangular steel tube;
  • the steel pipe unit at the end adopts a fourth unit 13 or a third unit with an end seal plate 19; the side of the rectangular steel pipe constitutes a partition between adjacent steel pipe units.
  • the steel tube unit 17 is formed by separating a J-shaped fifth web 14 between the parallel continuous flange 15 and the splicing flange 16, and the head of the fifth web 14 is vertically welded in a continuous manner.
  • the tail portion of the fifth web 14 has a tail hook parallel to the continuous flange 15 and the splicing flange 16, and the tail hook is connected to the weld seam of the adjacent splicing flange 16;
  • the steel pipe unit at the front end is closed and welded by the steel plate 6, and the steel pipe unit at the rear end is sealed by the bottom plate 4; the fifth web 14 constitutes a partition between adjacent steel pipe units.
  • the concrete 2 may be ordinary concrete, high-strength concrete, lightweight aggregate concrete or self-compacting concrete.

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Abstract

一种用于工业化居住建筑的框架-钢管束组合结构体系，由柱（36）、钢管束组合结构构件（31）与H型钢梁（34）或箱型梁（33）或短钢管束组合结构构件（32）连接而成，其中柱（36）和H型钢梁（34）或箱型梁（33）组成框架。该结构体系的全部构件可工业化生产，施工便利。

Description

一种用于工业化居住建筑的框架-钢管束组合结构体系 技术领域
本发明涉及一种用于工业化居住建筑的框架 -钢管束组合结构体 系， 该体系可广泛应用于住宅、 公寓等居住建筑中。
背景技术
党的十八大报告提出大力推进生态文明建设； 2013年 1 月， 国 务院办公厅转发了发展改革委、住房与城乡建设部的《绿色建筑行动 方案》； 国务院 [2013]41 号文件要求化解产能严重过剩， 要求在建筑 领域推进钢材的利用，建筑工业化尤其是钢结构建筑的工业化势在必 行。钢结构建筑体系是工业化绿色建筑产品， 契合国家当前良好的政 策形势， 钢结构建筑体系的大量推广有利于国家的长期可持续发展。 目前国内的钢结构建筑体系中， 结构体系仍陷于常规的钢支撑 -框架 体系、 钢框架-混凝土核心筒体系、 钢框架-钢板剪力墙体系等， 上述 现有的钢结构体系存在结构用钢量大、制作成本高等不足； 内外墙体 体系有加气混凝土砌块、 灌浆墙、 条板墙等。 在成本方面， 目前钢结 构建筑体系普遍高于混凝土结构，这成了钢结构建筑体系特别是钢结 构住宅大量推广的障碍。另外， 混凝土结构的施工方式需要很多木模 板，对森林资源造成破坏，对环境造成污染。大量钢筋需要人工绑扎， 不是工业化的生产方式。
钢管束组合结构是一种新型的钢与混凝土组合结构，较好的发挥 钢材轻质高强、 混凝土刚度大的优点， 避免了钢构件稳定性差、 混凝 土脆性及刚度退化快的缺点。 钢管束组合结构采用工业化生产线生 产， 全程可由机器人操作。钢管束组合结构用于剪力墙， 由于钢材和 混凝土组合延性好， 可以有效增大墙的长度和减薄墙的厚度， 建筑适 应性强。将框架和钢管束组合结构剪力墙一同使用， 既可以满足结构 抗侧需求， 又可以提高建筑布局的灵活性。整个钢管束组合结构构件 不用钢筋，混凝土直接灌注在钢管束内，也不需要模板，施工速度快。 发明内容
为了克服现有钢结构建筑体系中存在的用钢量大、制作复杂以及 经济性能差的缺点， 本发明提供一种用钢量经济、 构件制作简单、 施 工方便快捷、便于工业化生产的新型建筑结构体系， 有利于减少环境 污染、 改善居住环境、 经济性能好的用于工业化居住建筑的框架-钢 管束组合结构体系。
本发明采用的技术方案是： 一种用于工业化居住建筑的框架-钢管束组合结构体系， 其特征 在于： 由柱、 钢管束组合结构构件与 H型钢梁或箱型梁或短钢管束 组合结构构件连接而成； 所述的柱和 H型钢梁或箱型梁组成框架； 所述的钢管束组合结构构件和短钢管束组合结构构件由钢管束 总成构成，所述的钢管束总成的总体形状是下列之一： C型、一字型、 Z字型、 T字型、 十字型或 L型， 所述的钢管束总成由多个钢管单元 依次连接构成；所述的钢管单元具有空腔，所述的空腔内浇注混凝土。
进一步，所述的钢管束组合结构构件与钢管束组合结构构件之间 的连接构件可以是短钢管束组合结构构件或 H型钢梁或箱型梁。 进一步，所述的柱与钢管束组合结构构件之间的连接构件可以是
H型钢梁或箱型梁。
进一步， 所述的空腔的侧壁上设置有栓钉。
进一步， 相邻的钢管单元之间的隔板上设置通孔。
进一步， 所述的钢管单元由横截面是 U字形的钢管拼接而成， 每个钢管单元的 U字形开口处拼接前一个钢管的 U字形的折弯底部; 前端的钢管单元的 U字形的开口端通过钢板封闭焊接或箱型构 件封闭焊接， 后端的钢管单元由两个侧板和底板封闭焊接或由 U字 形的钢管封闭焊接， 所述的 U字形的钢管的折弯处构成相邻钢管单 元之间的隔板。
或则， 所述的钢管单元由横截面是丁字形的型材拼接构成； 所述 的丁字形的型材包括第一翼缘和垂直设置在第一翼缘一侧的第一腹 板， 分布在第一腹板两侧的第一翼缘分别是第二翼缘和第三翼缘， 所 述的第一腹板的尾部折弯并带有与所述的第一翼缘平行的尾钩；相邻 的丁字形的型材以第一腹板相对的方式颠倒设置，每个型材的第一腹 板的尾钩作为焊接用衬条与另一侧的同向设置的两个型材的第一翼 缘的焊缝连接； 前一型材的第二翼缘、 后一型材的第三翼缘、 前后两 型材的第一腹板共同围合成钢管单元；
前端的钢管单元的丁字形的型材由一个侧板和钢板封闭焊接，后 端的钢管单元由一个侧板和底板封闭焊接；所述的第一腹板构成相邻 的 τ字形的型材包括第四翼缘和垂直设置在第四翼缘一侧的第二腹 板， 分布在第二腹板两侧的第四翼缘分别是第五翼缘和第六翼缘； 相 邻的 τ字形的型材以第二腹板相对的方式颠倒设置，每个型材的第二 腹板的尾端与另一侧的同向设置的两个型材的第四翼缘的焊缝连接； 前一型材的第五翼缘、后一型材的第六翼缘、前后两型材的第二腹板 共同围合成钢管单元；
前端的钢管单元的 τ字形的型材由一个侧板和钢板封闭焊接，后 端的钢管单元由一个侧板和底板封闭焊接；所述的第二腹板构成相邻 钢管单元之间的隔板。
或则， 所述的钢管单元由第一单元和第二单元拼接构成， 所述的 第一单元包括相对设置的第七翼缘、 第八翼缘， 第七翼缘、 第八翼缘 之间连接有第三腹板和第四腹板；所述的第二单元包括相对设置的第 九翼缘、第十翼缘，第九翼缘连接第七翼缘，第十翼缘连接第八翼缘; 前端的钢管单元由钢板封闭焊接，后端的钢管单元由底板封闭焊 接或由第一单元封闭焊接；所述的第三腹板和第四腹板构成相邻钢管 单元之间的隔板。
或则， 所述的钢管单元由第三单元和第四单元拼接构成， 所述的 第三单元包括相对设置的第十一翼缘和第十二翼缘，所述的第四单元 是方矩形钢管， 所述的第十一翼缘搭接方矩形钢管的一侧边， 第十二 翼缘搭接方矩形钢管的另一侧边；
端部的钢管单元采用第四单元或带端部封板的第三单元；所述的 或则，所述的钢管单元由 J字形的第五腹板在平行的连续翼缘和 拼接翼缘之间分隔构成，所述的第五腹板的头部垂直焊接在连续翼缘 上， 所述的第五腹板的尾部带有与连续翼缘和拼接翼缘平行的尾钩， 所述的尾钩连接在相邻拼接翼缘的焊缝上；
前端的钢管单元由钢板封闭焊接，后端的钢管单元由底板封闭焊 接； 所述的第五腹板构成相邻钢管单元之间的隔板。
本发明中， 所述的混凝土可以是普通混凝土、 高强混凝土、 轻骨 料混凝土或自密实混凝土。
本发明所述的钢管束组合结构构件是贯穿建筑全楼层的钢管束 组合结构构件，所述的短钢管束组合结构构件是不贯穿建筑全楼层的 钢管束组合结构构件。
组成所述的钢管束组合结构体系的钢管束组合结构构件和短钢 管束组合结构构件， 主要表现为结构体系中的剪力墙、短肢剪力墙或 异形柱， 具体规格和在建筑中布置的位置， 由本领域设计人员根据规 范、 专业知识及建筑功能需求， 结合其常规知识即可选择与布置。
该体系可广泛应用于住宅、 公寓等居住建筑中。
本发明的有益效果体现在：
1、 全部构件和部件标准化设计、 工业化生产、 装配化施工、 信 息化管理。 将传统建筑工地民工转化为产业工人， 大量节省劳动力、 降低劳动强度、 提高生产效率、 加快建造速度、 提高工程质量、 延长 建筑使用寿命。
2、 充分发挥钢材与混凝土的性能优势， 节约建筑材料； 结构自 重轻、 抗震性能好、 可大幅减轻震害； 可不使用木材， 钢材可循环利 用， 减少建筑垃圾、 降低环境污染、 绿色环保、 社会经济效益好。
3、 钢管束组合结构剪力墙布置灵活， 可实现室内大空间， 满足 不同时期、不同人群对建筑室内空间的划分要求； 替代了部分内外墙 体和分隔墙， 节省材料与降低建造成本； 室内墙体和梁等厚， 不存在 露梁露柱等影响室内空间的问题。
附图说明
图 1是框架-钢管束组合结构体系平面图 （其中 35是洞口）。 图 2a是钢管束组合结构体系中钢管束组合结构构件与短钢管束 组合结构构件连接立面图。
图 2b是钢管束组合结构体系中钢管束组合结构构件与 H型钢梁 或箱型钢梁连接立面图。
图 2c是所述的柱、 钢管束组合结构构件与 H型钢梁或箱型钢梁 连接立面图。
图 3a是 U字型钢管束组合结构构件整体截面图。
图 3b是一字型钢管束组合结构构件整体截面图。
图 3c是 Z型钢管束组合结构构件整体截面图。
图 3d是 T字型钢管束组合结构构件整体截面图。
图 3e是十字型钢管束组合结构构件整体截面图。
图 3f是 L型钢管束组合结构构件整体截面图。
图 4a是横截面是 U字形的钢管拼接而成的钢管束截面图形式 A。 图 4b是横截面是 U字形的钢管拼接而成的钢管束截面图形式 B。 图 4c是横截面是 U字形的钢管拼接而成的钢管束截面图形式 C。 图 5a是由横截面是丁字形的型材拼接构成的钢管束截面图。 图 5b是丁字形的型材结构示意图。
图 6是横截面是 T字形的型材拼接构成的钢管束截面图。
图 7a是由第一单元和第二单元拼接构成的钢管束截面图。
图 7b是由第一单元和第二单元拼接构成的钢管束截面图的另一 种形式示意图。
图 8a是由第三单元和第四单元拼接构成的钢管束截面图。
图 8b是由第三单元和第四单元拼接构成的钢管束截面图的另一 种形式示意图。
图 9是由 J字形的第五腹板在平行的连续翼缘和拼接翼缘之间分 隔构成的钢管束截面图。
具体实施方式 参照图 1至图 9，一种用于工业化居住建筑的框架-钢管束组合结 构体系， 由柱 36、 钢管束组合结构构件 31与 H型钢梁 34或箱型梁 33或短钢管束组合结构构件 32连接而成； 所述的柱 36和 H型钢梁 34或箱型梁 33组成框架； 所述的钢管束组合结构构件 31和短钢管束组合结构构件 32由钢 管束总成 1构成，所述的钢管束总成 1的总体形状是下列之一： C型、 一字型、 Z字型、 T字型、 十字型或 L型， 所述的钢管束总成由多个 钢管单元 17依次连接构成； 所述的钢管单元 17具有空腔， 所述的空 腔内浇注混凝土 2。
进一步， 所述的钢管束组合结构构件 31与钢管束组合结构构件 31之间的连接构件可以是短钢管束组合结构构件 32或 H型钢梁或箱 型梁。
进一步， 所述的柱 36与钢管束组合结构构件之间的连接构件可 以是 H型钢梁或箱型梁。 进一步， 所述的空腔的侧壁上设置有栓钉 3。 进一步， 相邻的钢管单元 17之间的隔板上设置通孔。
进一步， 所述的钢管单元 17由横截面是 U字形的钢管 5拼接而 成， 每个钢管单元的 U字形开口处拼接前一个钢管的 U字形的折弯 底部；
前端的钢管单元的 U字形的开口端通过钢板 6封闭焊接或箱型 构件 18封闭焊接， 后端的钢管单元由两个侧板 7和底板 4封闭焊接 或由 U字形的钢管 5封闭焊接， 所述的 U字形的钢管 5的折弯处构 成相邻钢管单元之间的隔板。
或则，所述的钢管单元 17由横截面是丁字形的型材 8拼接构成; 所述的丁字形的型材 8 包括第一翼缘和垂直设置在第一翼缘一侧的 第一腹板 83， 分布在第一腹板两侧的第一翼缘分别是第二翼缘 81和 第三翼缘 82， 所述的第一腹板 83的尾部折弯并带有与所述的第一翼 缘平行的尾钩； 相邻的丁字形的型材以第一腹板 83相对的方式颠倒 设置，每个型材的第一腹板的尾钩作为焊接用衬条与另一侧的同向设 置的两个型材的第一翼缘的焊缝连接； 前一型材的第二翼缘 81、 后 一型材的第三翼缘 82、 前后两型材的第一腹板 83共同围合成钢管单 元；
前端的钢管单元的丁字形的型材由一个侧板 7和钢板 6封闭焊 接， 后端的钢管单元由一个侧板 7和底板 4封闭焊接； 所述的第一腹 板 83构成相邻钢管单元之间的隔板。
或则，所述的钢管单元 17由横截面是 T字形的型材 9拼接构成， 所述的 T字形的型材 9包括第四翼缘和垂直设置在第四翼缘一侧的第 二腹板 93， 分布在第二腹板两侧的第四翼缘分别是第五翼缘 91和第 六翼缘 92; 相邻的 T字形的型材 9以第二腹板 93相对的方式颠倒设 置， 每个型材的第二腹板 93的尾端与另一侧的同向设置的两个型材 的第四翼缘的焊缝连接； 前一型材的第五翼缘 91、 后一型材的第六 翼缘 92、 前后两型材的第二腹板 93共同围合成钢管单元；
前端的钢管单元的 T字形的型材由一个侧板 7和钢板 6封闭焊 接， 后端的钢管单元由一个侧板 7和底板 4封闭焊接； 所述的第二腹 板 93构成相邻钢管单元之间的隔板。
或则， 所述的钢管单元 17由第一单元 11和第二单元 10拼接构 成，所述的第一单元 11包括相对设置的第七翼缘 111、第八翼缘 112， 第七翼缘 111、第八翼缘 112之间连接有第三腹板 113和第四腹板 114; 所述的第二单元 10包括相对设置的第九翼缘 101、第十翼缘 102， 第 九翼缘 101连接第七翼缘 111， 第十翼缘 102连接第八翼缘 112; 前端的钢管单元由钢板 6封闭焊接，后端的钢管单元由底板 4封 闭焊接或由第一单元 11封闭焊接； 所述的第三腹板 113和第四腹板 114构成相邻钢管单元之间的隔板。
或则， 所述的钢管单元 17由第三单元 12和第四单元 13拼接构 成， 所述的第三单元 12包括相对设置的第十一翼缘 121和第十二翼 缘 122， 所述的第四单元 13是方矩形钢管， 所述的第十一翼缘 121 搭接方矩形钢管的侧边的上端，第十二翼缘 122搭接方矩形钢管的侧 边的下端；
端部的钢管单元采用第四单元 13或带端部封板 19的第三单元； 所述的方矩形钢管的侧边构成相邻钢管单元之间的隔板。
或则，所述的钢管单元 17由 J字形的第五腹板 14在平行的连续 翼缘 15和拼接翼缘 16之间分隔构成， 所述的第五腹板 14的头部垂 直焊接在连续翼缘 15上，所述的第五腹板 14的尾部带有与连续翼缘 15和拼接翼缘 16平行的尾钩， 所述的尾钩连接在相邻拼接翼缘 16 的焊缝上；
前端的钢管单元由钢板 6封闭焊接，后端的钢管单元由底板 4封 闭焊接； 所述的第五腹板 14构成相邻钢管单元之间的隔板。
本发明中， 所述的混凝土 2可以是普通混凝土、 高强混凝土、 轻 骨料混凝土或自密实混凝土。
本说明书实施例所述的内容仅仅是对发明构思的实现形式的列 举， 本发明的保护范围不应当被视为仅限于实施例所陈述的具体形 式，本发明的保护范围也及于本领域技术人员根据本发明构思所能够 想到的等同技术手段。

Claims

权 利 要 求 书
1、 一种用于工业化居住建筑的框架-钢管束组合结构体系， 其特 征在于： 由柱、 钢管束组合结构构件与 H型钢梁或箱型梁或短钢管 束组合结构构件连接而成； 所述的柱和 H型钢梁或箱型梁组成框架; 所述的钢管束组合结构构件和短钢管束组合结构构件由钢管束 总成构成，所述的钢管束总成的总体形状是下列之一： C型、一字型、 Z字型、 T字型、 十字型或 L型， 所述的钢管束总成由多个钢管单元 依次连接构成；所述的钢管单元具有空腔，所述的空腔内浇注混凝土。
2、如权利要求 1所述的一种用于工业化居住建筑的框架-钢管束 组合结构体系， 其特征在于： 所述的钢管束组合结构构件与钢管束组 合结构构件之间的连接构件可以是短钢管束组合结构构件或 H型钢 梁或箱型梁。
3、如权利要求 1所述的一种用于工业化居住建筑的框架-钢管束 组合结构体系， 其特征在于： 所述的柱与钢管束组合结构构件之间的 连接构件可以是 H型钢梁或箱型梁。
4、如权利要求 1所述的一种用于工业化居住建筑的框架-钢管束 组合结构体系， 其特征在于： 所述的空腔的侧壁上设置有栓钉。
5、如权利要求 1所述的一种用于工业化居住建筑的框架-钢管束 组合结构体系，其特征在于：相邻的钢管单元之间的隔板上设置通孔。
6、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架- 钢管束组合结构体系， 其特征在于： 所述的钢管单元由横截面是 U 字形的钢管拼接而成， 每个钢管单元的 U字形开口处拼接前一个钢 管的 u字形的折弯底部；
前端的钢管单元的 u字形的开口端通过钢板封闭焊接或箱型构 件封闭焊接， 后端的钢管单元由两个侧板和底板封闭焊接或由 u字 形的钢管封闭焊接， 所述的 U字形的钢管的折弯处构成相邻钢管单 元之间的隔板。
7、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架- 钢管束组合结构体系， 其特征在于： 所述的钢管单元由横截面是丁字 形的型材拼接构成；所述的丁字形的型材包括第一翼缘和垂直设置在 第一翼缘一侧的第一腹板，分布在第一腹板两侧的第一翼缘分别是第 二翼缘和第三翼缘，所述的第一腹板的尾部折弯并带有与所述的第一 翼缘平行的尾钩；相邻的丁字形的型材以第一腹板相对的方式颠倒设 置，每个型材的第一腹板的尾钩与另一侧的同向设置的两个型材的第 一翼缘的焊缝连接； 前一型材的第二翼缘、 后一型材的第三翼缘、 前 后两型材的第一腹板共同围合成钢管单元；
前端的钢管单元的丁字形的型材由一个侧板和钢板封闭焊接，后 端的钢管单元由一个侧板和底板封闭焊接；所述的第一腹板构成相邻 钢管单元之间的隔板。
8、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架- 钢管束组合结构体系， 其特征在于： 所述的钢管单元由横截面是 T 字形的型材拼接构成，所述的 T字形的型材包括第四翼缘和垂直设置 在第四翼缘一侧的第二腹板，分布在第二腹板两侧的第四翼缘分别是 第五翼缘和第六翼缘;相邻的 T字形的型材以第二腹板相对的方式颠 倒设置，每个型材的第二腹板的尾端与另一侧的同向设置的两个型材 的第四翼缘的焊缝连接；前一型材的第五翼缘、后一型材的第六翼缘、 前后两型材的第二腹板共同围合成钢管单元；
前端的钢管单元的 τ字形的型材由一个侧板和钢板封闭焊接，后 端的钢管单元由一个侧板和底板封闭焊接；所述的第二腹板构成相邻 钢管单元之间的隔板。
9、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架- 钢管束组合结构体系， 其特征在于： 所述的钢管单元由第一单元和第 二单元拼接构成， 所述的第一单元包括相对设置的第七翼缘、第八翼 缘， 第七翼缘、 第八翼缘之间连接有第三腹板和第四腹板； 所述的第 二单元包括相对设置的第九翼缘、第十翼缘，第九翼缘连接第七翼缘， 第十翼缘连接第八翼缘；
前端的钢管单元由钢板封闭焊接，后端的钢管单元由底板封闭焊 接或由第一单元封闭焊接；所述的第三腹板和第四腹板构成相邻钢管 单元之间的隔板。
10、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架 -钢管束组合结构体系， 其特征在于： 所述的钢管单元由第三单元和 第四单元拼接构成，所述的第三单元包括相对设置的第十一翼缘和第 十二翼缘， 所述的第四单元是方矩形钢管， 所述的第十一翼缘搭接方 矩形钢管的侧边的上端， 第十二翼缘搭接方矩形钢管的侧边的下端； 端部的钢管单元采用第四单元或带端部封板的第三单元；所述的
11、如权利要求 1~5之一所述的一种用于工业化居住建筑的框架 -钢管束组合结构体系， 其特征在于： 所述的钢管单元由 J字形的第 五腹板在平行的连续翼缘和拼接翼缘之间分隔构成，所述的第五腹板 的头部垂直焊接在连续翼缘上，所述的第五腹板的尾部带有与连续翼 缘和拼接翼缘平行的尾钩， 所述的尾钩连接在相邻拼接翼缘的焊缝 上；
前端的钢管单元由钢板封闭焊接，后端的钢管单元由底板封闭焊 接； 所述的第五腹板构成相邻钢管单元之间的隔板。
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