WO2015090094A1 - 建筑框架系统及其组装方法 - Google Patents

建筑框架系统及其组装方法 Download PDF

Info

Publication number
WO2015090094A1
WO2015090094A1 PCT/CN2014/086879 CN2014086879W WO2015090094A1 WO 2015090094 A1 WO2015090094 A1 WO 2015090094A1 CN 2014086879 W CN2014086879 W CN 2014086879W WO 2015090094 A1 WO2015090094 A1 WO 2015090094A1
Authority
WO
WIPO (PCT)
Prior art keywords
column
frame
floor
layer
building
Prior art date
Application number
PCT/CN2014/086879
Other languages
English (en)
French (fr)
Inventor
张跃
Original Assignee
张跃
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 张跃 filed Critical 张跃
Publication of WO2015090094A1 publication Critical patent/WO2015090094A1/zh

Links

Images

Classifications

    • 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
    • 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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • the invention relates to the field of building technology, and in particular to a building frame system.
  • steel structure has the following advantages: (1) greatly save construction time, construction is not affected by the season; (2) increase the use space of residential space, reduce construction waste and environmental pollution; (3) building materials can be reused, pulling other The development of new building materials industry; (4) good seismic performance, easy to transform, flexible and convenient in use, giving people a sense of comfort and so on.
  • the use of steel structure buildings on high-rise buildings is becoming more and more mature, and gradually becomes the mainstream construction process.
  • the invention patent "architectural frame structure" of the patent No. 200810110625.8 published on November 12, 2008 discloses a building frame structure with columns, beams and cross supports, the column members being composed of a plurality of elongated corners
  • the iron-shaped members are assembled together, wherein the angle-shaped iron member is separated by a plurality of partition members, and a plurality of grooves are formed between the partition member and the angle iron portion, and the middle web and the cross support of the beam are inserted into the The grooves form a joint such that a plurality of columns, beams and cross braces are interconnected to form the entire building frame.
  • the column member of the architectural frame structure is assembled from a plurality of angle iron-shaped members and separated by a partition member, and has the disadvantages of complicated structure, high manufacturing cost, long time, and the like, and the middle web of the beam is required for installation.
  • Both the cross bracings are inserted into the grooves of the column members and bolted, and the grooves are narrow and difficult to align.
  • the middle part of the beam should be smoothly
  • Both the plate and the cross bracing are inserted into the grooves of the column member, which is very difficult, the construction speed is slow, the construction efficiency is low, and the collision is easily broken during the lifting process.
  • the column member and the beam can be connected to form a stable frame structure, and the cross support is used, which not only increases the construction cost, but also increases the difficulty of construction and installation, and also limits the utilization of the building space.
  • the invention patent application No. 200810181420.9 discloses a hexagonal honeycomb building frame for enhancing the seismic performance of a building, the building frame structure including a honeycomb column, a honeycomb inclined beam, and a honeycomb parallel beam.
  • the plane basic unit of the building is hexagonal
  • the beam parallel to the building is a honeycomb parallel beam
  • the beam connecting the honeycomb parallel beam is a honeycomb inclined beam
  • the honeycomb parallel beam and the honeycomb inclined beam form a hexagonal honeycomb.
  • hexagonal honeycomb building frames use more building materials, are more difficult to construct, and have higher construction costs.
  • the object of the present invention is to provide a building frame system which can be factory standardized production, on-site assembly, labor saving and time saving, no construction waste, high construction speed and high seismic performance and assembly method thereof.
  • the building frame system is a combination of columns and slabs and does not require a separate beam.
  • the column is a closed cavity welded by a steel plate, and the column has a cross-sectional shape of one or more of a rectangular shape, a T shape, a cross shape, or an L shape.
  • the column of the column is provided with a connecting seat, and the connecting seat has a connecting hole of a generalized modulus.
  • the column of the column is provided with a column sleeve, and the two ends of the column and the column can be connected by a column sleeve, and the connection manner is bolt connection, glue connection, arc welding or solder connection.
  • the floor slab group is formed by a combination of a plurality of floor slabs, and the floor slab is composed of a truss beam and a floor panel, and the floor slab group has a common modular connection hole.
  • the floor panel is provided with a frame beam, and the frame beam is disposed on the 4 side, the 3 side, the 2 side or the single side of the floor group.
  • the frame beam and the truss beam of the floor are connected by welding or bolting.
  • the frame beam is one or more of channel steel, H-shaped steel, C-shaped steel or rectangular steelkind.
  • the floor group is fixed to the connecting seat of the column by bolting through the frame beam.
  • the assembly method of the above building frame system includes the following steps:
  • a column of closed cavity welded by steel plate is pre-manufactured in the factory.
  • the shape of the column is rectangular, T-shaped, cross-shaped or L-shaped, which is used for different positions of the building frame;
  • step C Fixing the column prepared in step B by bolting or welding on the foundation to form a column of the first layer;
  • the building frame system of the present invention is a major innovation to the existing steel structure frame.
  • the building frame system of the present invention is directly connected and combined by a column and a floor group, and does not require a separate beam.
  • the floor group also has a common modular connection hole, which can be used anywhere in the building and can be rotated by 90 degrees.
  • the floor slab group can be produced in the factory standard. When the site is constructed, it can be directly hoisted and connected to the column, which is convenient and quick. It eliminates the need to hoist the steel beam and install various connecting parts in the existing building frame. It is 1-2 times higher, and the building frame system of the invention can greatly reduce the connection structure between the column and the beam and the floor, and can save a lot of steel.
  • the column and the column in the building frame system of the invention can be continuously connected through the column sleeve, and the upper column can be inserted into the column sleeve and connected to the lower column, and the connection is preferably brazed.
  • the height of each column can be the height of a single floor or multiple floors.
  • the prefabricated columns of the factory are first installed on the foundation, and the slabs used for the whole floor are hoisted one by one on the column. After the first layer is installed, the second floor slab is installed. When the column needs to be extended, the upper section is only required.
  • the column can be inserted into the sleeve and connected to the lower column, and then fastened by brazing. Compared with the existing steel structure construction, the construction steps are more concise, the connection speed between the column and the column is faster, and the safety and reliability are higher.
  • the columns and floor slabs used in the building frame system of the invention are standardized in the factory, adopt uniform size and manufacturing process, carry out effective quality control, and have the advantages of reliable quality, material saving, high production efficiency and good working conditions.
  • Embodiment 1 is a schematic structural view of Embodiment 1 of a building frame system of the present invention.
  • Embodiment 2 is a schematic structural view of Embodiment 2 of the building frame system of the present invention.
  • Fig. 3 is a schematic structural view of a column having a rectangular cross section.
  • Fig. 4 is a schematic view showing the structure of a column having a T-shaped cross section.
  • Fig. 5 is a schematic structural view of a column having a cross-sectional shape in a cross shape.
  • Fig. 6 is a schematic structural view of a column having an L-shaped cross section.
  • Fig. 7 is a structural schematic view of a floor panel provided with a frame beam on one side.
  • Fig. 8 is a schematic structural view of a floor panel provided with frame beams on the two sides.
  • Figure 9 is a schematic view showing the structure of a floor panel provided with frame beams on the 3 sides.
  • Fig. 10 is a structural schematic view of a floor panel provided with frame beams on the four sides.
  • Figure 11 is a schematic view showing the mounting of the column of the first layer.
  • Figure 12 is a schematic illustration of the mounting of the column of the first layer to the floor panel of the first layer.
  • Figure 13 is a schematic view showing the mounting of the column of the second layer.
  • Figure 14 is a schematic illustration of the mounting of the column of the second layer to the floor panel of the second layer.
  • the building frame system of the present invention is composed of a combination of a column 1 and a floor group 2, and does not require a separate beam.
  • the column 1 is a closed cavity welded by a steel plate, and its cross-sectional shape is one or more of a rectangular shape, a T shape, a cross shape, or an L shape. According to the position of the column 1 in the building frame connected to the floor group 2, columns 1 of different shapes are selected to facilitate connection and assembly. The ribs are welded to the closed cavity of the column 1, which can further improve the strength and rigidity of the column 1.
  • a connecting seat 11 is welded to the column 1 body, and the connecting seat 11 has a connecting hole of a generalized modulus.
  • the connecting seat 11 is used for connecting the floor group 2, and the connecting holes on the connecting seat 11 and the connecting holes on the floor group 2 adopt a uniform modulus to facilitate the installation and connection.
  • the column 1 of the column 1 is provided with a column sleeve 12, and the two columns 1 of the same shape can be connected by the column sleeve 12 to form a combined column 1 having a higher height.
  • the connection between the column 1 and the column 1 and the column sleeve 12 is Bolted, glued, arc welded or brazed.
  • the floor group 2 is formed by joining a plurality of floor slabs, and the floor slab is composed of a truss beam 22 and a floor panel 23.
  • the truss beam 22 of the floor group 2 is provided with a common modular connection hole, so that the connection and installation position of the floor group 2 can be changed, and can be used for different parts of the building frame, and can be rotated by 90 degrees in some special cases. connection.
  • the slab group 2 is provided with frame beams 21 which are arranged on the 4 sides, 3 sides, 2 sides or one side of the slab group 2 to facilitate application in different positions in the building.
  • the frame beam 21 is fixed on the truss beam 22 of the floor by welding or bolting.
  • the frame beam 21 can be made of channel steel, H-shaped steel, C-shaped steel or rectangular steel, and can be welded to strengthen strength and rigidity in application. Reinforce the ribs.
  • the building frame system of the present invention is formed by the combination of the column 1 and the floor group 2, and does not require a separate beam.
  • the basic structure is the same as that of the embodiment, except that the floor group 2 is formed by assembling a plurality of floor slabs, and the floor slab is composed of floor slabs, channel steel or other steel welded floor slabs.
  • the column 1 is provided with a column sleeve 12, and the column sleeve 12 is fixedly connected with a connecting seat 11 by means of welding or bolting, and the connecting seat 11 is provided with a connecting hole of a generalized modulus.
  • the connection of the floor group 2 to the column 1 is bolted to the connecting seat 11 on the column sleeve 12 by the frame beam 21 on the floor group 2.
  • the connection between the floor group 2 and the column 1 can be one of the following two ways: First, the frame beam 21 on the floor group 2 is fixed by bolts. On the connecting seat 11 of the column 1, the bolts fix the frame beam 21 on the floor group 2 to the connecting seat 11 of the column sleeve 12. Specifically, which one of the above two methods is adopted may be selected according to the position of the connecting seat 11 or the column sleeve 12, the height of the required floor, the size of the space, and the convenience of the installation and connection.
  • the frame beam 21 of the floor panel 2 is fixed to the connecting seat 11 of the column sleeve 12 by bolts, so that the joint shape is beautiful and convenient for later decoration.
  • the assembly method of the above building frame system includes the following steps:
  • the column 1 of the closed cavity welded by the steel plate is pre-manufactured in a batch, and the shape of the column 1 is rectangular, T-shaped, cross-shaped or L-shaped, and is used for different positions of the building frame;
  • the floor slab composed of the truss beam 22 and the floor panel 23 is manufactured in batches;
  • the column 1 prepared in step B is bolted or welded to the base 3 to form the first layer of the column 1a;
  • the building frame system and assembly method of the invention is a major innovation of the existing steel structure frame, which is directly connected and combined by the column 1 and the floor group 2, and does not require a separate beam, thereby eliminating the need in the existing building frame.
  • the on-site construction speed can be increased by 1-2 times.
  • the building frame system of the invention has the advantages of saving steel, low cost, fast construction speed, no construction waste, high seismic performance and the like.
  • the slab group 2 can also adopt a cement concrete structure or other structure. It should be noted that, for those skilled in the art, simple changes and modifications in accordance with the basic principles and structures of the present invention are included in the scope of the present invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

一种建筑框架系统，由柱（1）和楼板组（2）连接而成，楼板组（2）包括多块楼板，楼板由桁架梁（22）和楼面板（23）构成。该建筑框架系统的组装方法，先将第一层的柱（1）固定在基础上，再与第一层的楼板组（2）连接形成第一层框架，按此步骤依次形成上部各层框架。该建筑框架系统适于模块化生产、质量可靠、生产效率高。

Description

建筑框架系统及其组装方法 技术领域
本发明涉及建筑技术领域，具体涉及一种建筑框架系统。
背景技术
20世纪后几年，我国城镇住宅建设以每年竣工面积4.4亿平方米，总产值6000亿元(约占GDP9％)的建设迅猛发展，住宅产业成为国民经济中新世纪的新的增长点。实现住宅产业现代化，解决目前住宅建设中存在工业化水平低，部品化率低以及住宅用材档次低，寿命低，实心黏土砖能耗高，不利于环保等问题，已被列入新世纪急待解决的问题。
国际上，美国设计师和结构师非常重视研究钢结构建筑体系及其耐用性、实用性和经济性，欧洲专家们提出，钢结构建筑体系具备绿色建筑的条件，有利于保护环境，节约能源。他们认为金属结构建筑具有良好的空间感，能够实现创新的规划和空间设计、建筑。
由于钢结构建筑具有以下优点：(1)大大节约施工时间，施工不受季节影响；(2)增大住宅空间使用面积，减少建筑垃圾和环境污染；(3)建筑材料可重复利用，拉动其他新型建材行业的发展；(4)抗震性能好，使用中易于改造、灵活方便，给人带来舒适感等等。目前钢结构建筑在高层建筑上的运用日益成熟，逐渐成为主流的建筑工艺。
2008年11月12日公开的专利号为200810110625.8的发明专利“建筑框架结构”，公开了一种以柱件、横梁和交叉支撑的建筑框架结构，所述柱件是由多个细长的角铁形部件组装在一起而成的，其中角铁形部件由多个分隔件分开，分隔件与角铁部之间形成多个凹槽，所述横梁的中部腹板和交叉支撑均插入到所述凹槽形成连接，这样多根柱件、横梁和交叉支撑互相连接构成了整个建筑框架。这种建筑框架结构的柱件是由多个角铁形部件组装而成的，并用分隔件分开，存在结构复杂、制作成本高、时间长等缺点，且在安装时需要将横梁的中部腹板和交叉支撑均插入到柱件的凹槽中并用螺栓连接，由于凹槽较狭窄，不易对准。在现场施工吊装时，吊车在高空作业，在施工人员的帮助下要顺利将横梁的中部腹 板和交叉支撑均插入到柱件的凹槽中，非常困难，施工速度慢、施工效率低，而且在吊装过程中，极易碰撞变形。另外，在建筑实践中，柱件和横梁连接后可以构成稳定的框架结构，还采用交叉支撑，不但增加了建筑成本，而且增加了施工安装难度，还限制了建筑空间的利用。
2009年4月1日公开的专利申请号为200810181420.9的发明专利申请，公开了一种增强建筑物抗震性能的六角形蜂窝建筑框架，这种建筑框架结构包括蜂窝立柱、蜂窝斜梁、蜂窝平行梁，建筑的平面基本单元为六边形，平行于建筑物的梁为蜂窝平行梁，连接蜂窝平行梁的梁为蜂窝斜梁，所述蜂窝平行梁与蜂窝斜梁构成六角蜂窝。六角形蜂窝建筑框架与矩形建筑框架相比，所用建筑材料要多，施工难度要大，建筑成本要高。在现场施工时，蜂窝立柱、蜂窝斜梁、蜂窝平行梁之间吊装安装连接要求高，速度慢、效率低。同时，通过实验证明，六角形蜂窝建筑框架并不比矩形建筑框架的抗震强度高。
发明内容
本发明的目的是提供一种可工厂标准化生产、现场组装、省工省时、无建筑垃圾、施工速度快、抗震性能高的建筑框架系统及其组装方法。
本发明是通过以下技术方案予以实现的：
建筑框架系统，由柱和楼板组连接组合而成，不需单独的梁。
所述柱是由钢板焊接而成的封闭腔体，所述柱的截面形状为矩形、T型、十字型或L型中的一种或多种。
进一步的，所述柱的柱体上设有连接座，所述连接座具有通用化模数的连接孔。
进一步的，所述柱的柱体上设有柱套，柱与柱两端可通过柱套连接，连接方式为螺栓连接、胶接、电弧焊或钎焊连接。
进一步的，所述楼板组由多块楼板组合连接而成，所述楼板由桁架梁、楼面板构成，所述楼板组具有通用化模数的连接孔。
进一步的，所述楼板组上设有框架梁，所述框架梁设置在楼板组的4侧、3侧、2侧或单侧。
进一步的，所述框架梁与楼板的桁架梁通过焊接或螺栓连接在一起的。
进一步的，所述框架梁为槽型钢、H型钢、C型钢或矩形钢中的一种或多 种。
进一步的，所述楼板组通过框架梁用螺栓连接固定在柱的连接座上。
上述建筑框架系统的组装方法，包括以下步骤：
A.先在工厂内预先成批制造用钢板焊接而成的封闭腔体的柱，柱的形状为矩形、T型、十字型或L型多种形状，以供建筑框架不同位置选用；同时成批制造由桁架梁、楼面板构成的楼板；
B.在柱上用螺栓连接或焊接的方式安装好柱套、连接座；将多块楼板拼装连接成楼板组，并在其单侧或2侧、3侧、4侧用螺栓连接或焊接的方式安装框架梁；
C.将B步中制作好的柱用螺栓连接或焊接方式固定在基础上，形成第一层的柱；
D.将需组装拼接的第一层的楼板组吊起，使第一层的楼板组上的框架梁与第一层的柱上的连接座对齐，再用螺栓穿过框架梁固定在连接座上，直到第一层的柱与第一层的楼板组全部组装完成，形成建筑体的第一层框架；
E.将第二层的柱插入对应的第一层的柱的柱套内，并用电弧焊或钎焊的方式使两根柱连接为一个牢固的整体；
F.将第二层的楼板组吊起，使第二层的楼板组上的框架梁与第二层的柱上的连接座对齐，再用螺栓穿过框架梁固定在连接座上，直到第二层的柱与第二层的楼板组全部组装完成，形成建筑体的第二层框架；
G.重复步骤，直到所有的楼层的框架组装完成，就形成了整个建筑框架系统。
本发明的技术效果如下：
全世界的钢结构建筑都是采用柱与梁的连接形成的建筑框架。施工时，先将钢梁固定在基础上，再将钢梁吊装在钢柱上，用螺栓或焊接连接后形成钢结构建筑框架，再在钢结构建筑框架上铺设和安装楼板、墙体等其它构件，这种现有建筑框架模式需要采用单独的钢梁，使单独的钢柱与单独的钢梁进行吊接安装，所以施工速度慢，安装工作量大，钢材耗量大，成本高。本发明建筑框架系统是对现有钢结构框架的一个重大创新，本发明建筑框架系统由柱和楼板组直接连接组合而成，不需单独的梁。楼板组的4侧、3侧、2侧或单侧设置有框架梁，楼板组还设有通用化模数的连接孔，可通用于建筑的任何位置，还可旋转90度连接。楼板组可在工厂内标准生产，在现场施工时，可以直接吊装连接在柱上，方便快捷，省去了现有建筑框架中需要吊装钢梁、安装各种连接件的步骤，现场施工速度可 提高1-2倍，而且本发明建筑框架系统可大量减少了柱与梁、楼板之间的连接结构件，可大量节约钢材。
本发明建筑框架系统中的柱与柱可以通过柱套不断连接，上节柱可插入柱套内与下节柱连接，连接方式优选钎焊连接。每根柱的高度可是单层楼层或多层楼层的高度。施工时，先将工厂预制的柱安装在基础上，再将整层所用的楼板逐个吊装在柱上，一层安装完成后，再安装第二层的楼板，柱需要延长时，只要将上节柱可插入柱套内与下节柱连接，再采用钎焊紧固。与现有的钢结构建筑施工相比，施工步骤更简洁，柱与柱的连接速度更快，安全可靠性更高。
本发明建筑框架系统中所使用的柱和楼板均在工厂内采用标准化生产，采用统一的尺寸和制作工艺，进行有效质量控制，具有质量可靠、节约材料、生产效率高、劳动条件好等优点。
附图说明
图1是本发明建筑框架系统实施例1的结构示意图。
图2是本发明建筑框架系统实施例2的结构示意图。
图3是截面形状为矩形的柱的结构示意图。
图4是截面形状为T形的柱的结构示意图。
图5是截面形状为十字形的柱的结构示意图。
图6是截面形状为L型的柱的结构示意图。
图7是单侧设有框架梁的楼板组的结构示意图。
图8是2侧设有框架梁的楼板组的结构示意图。
图9是3侧设有框架梁的楼板组的结构示意图。
图10是4侧设有框架梁的楼板组的结构示意图。
图11是第一层的柱安装在的基础上的示意图。
图12是第一层的柱与第一层的楼板组安装连接的示意图。
图13是第二层的柱的安装示意图。
图14是第二层的柱与第二层的楼板组安装连接的示意图。
附图中：1—柱，1a—第一层的柱,1b—第二层的柱,11—连接座,12—柱套,2—楼板组，2a—第一层的楼板组,2b—第二层的楼板组,21—框架梁,22—桁架梁,23—楼面板,3—基础。
具体实施方式
实施例1
如图1所示，本发明建筑框架系统由柱1和楼板组2连接组合而成，不需单独的梁。
如图3、图4、图5、图6所示，柱1是由钢板焊接而成的封闭腔体，其截面形状为矩形、T型、十字型或L型中的一种或多种。根据建筑框架中柱1与楼板组2连接的位置需要，选择不同形状的柱1，以方便连接和组装。柱1的封闭腔体内焊接有加强筋板，可以进一步提高柱1的强度和刚度。
柱1体上焊接有连接座11，连接座11具有通用化模数的连接孔。连接座11用于连接楼板组2，连接座11上的连接孔与楼板组2上的连接孔采用统一的模数，以方便安装连接。
柱1的柱1体上设有柱套12，两根形状相同的柱1可通过柱套12连接形成高度更高的组合柱1，柱1与柱1、柱套12之间的连接方式为螺栓连接、胶接、电弧焊或钎焊连接。
如图7、图8、图9、图10所示，楼板组2由多块楼板拼合连接而成，所述楼板由桁架梁22、楼面板23构成。楼板组2的桁架梁22上开有通用化模数的连接孔，使楼板组2的连接和安装位置可变换，可通用于建筑框架的不同部位，在某些特殊情况下还可旋转90度连接。
楼板组2上设有框架梁21，所述框架梁21设置在楼板组2的4侧、3侧、2侧或单侧，以方便应用在建筑中的不同位置。所述框架梁21采用焊接或螺栓连接的方式固定在楼板的桁架梁22上，框架梁21可采用槽型钢、H型钢、C型钢或矩型钢制作，而且在应用中可焊接加强强度和刚度的加强筋板。
实施例2
如图2所示，本发明建筑框架系统由柱1和楼板组2连接组合而成，不需单独的梁。其基本结构与实施例相同，不同之处在于：所述楼板组2由多块楼板拼合连接而成，所述楼板由楼面、槽钢或其它型钢焊接的楼板框和组成。柱1上设有柱套12，所述柱套12上采用焊接或螺栓连接的方式固定安装有连接座11，所述连接座11上开有通用化模数的连接孔。所述楼板组2与柱1的连接是通过楼板组2上的框架梁21与柱套12上的连接座11用螺栓连接的。
从以上两个实施例，可以看出，在建筑过程中，楼板组2与柱1的连接可采用以下两种方式中的一种：一、用螺栓将楼板组2上的框架梁21固定在柱1的连接座11上；二、螺栓将楼板组2上的框架梁21固定在柱套12的连接座11上。具体采用以上两种方式中的哪一种，可以根据连接座11或柱套12的位置、所需楼层的高度、空间大小、安装连接的方便性来选择。采用螺栓将楼板组2的框架梁21固定在柱套12的连接座11上，可以保证连接处外形美观，便于以后的装饰。
如图11、图12、图13、图14所示，上述建筑框架系统的组装方法，包括以下步骤：
A.先在工厂内预先成批制造用钢板焊接而成的封闭腔体的柱1，柱1的形状为矩形、T型、十字型或L型多种形状，以供建筑框架不同位置选用；同时成批制造由桁架梁22、楼面板23构成的楼板；
B.在柱1上用螺栓连接或焊接的方式安装好柱套12、连接座11；将多块楼板拼装连接成楼板组2，并在其单侧或2侧、3侧、4侧用螺栓连接或焊接的方式安装框架梁21；
C.将B步中制作好的柱1用螺栓连接或焊接方式固定在基础3上，形成第一层的柱1a；
D.将需组装拼接的第一层的楼板组2a吊起，使第一层的楼板组2a上的框架梁21与第一层的柱1a上的连接座11对齐，再用螺栓穿过框架梁21固定在连接座11上，直到第一层的柱1a与第一层的楼板组2a全部组装完成，形成建筑体的第一层框架；
E.将第二层的柱1b插入对应的第一层的柱1a的柱套12内，并用电弧焊或钎焊的方式使两根柱1连接为一个牢固的整体；
F.将第二层的楼板组2b吊起，使第二层的楼板组2b上的框架梁21与第二层的柱1b上的连接座11对齐，再用螺栓穿过框架梁21固定在连接座11上，直到第二层的柱1b与第二层的楼板组2b全部组装完成，形成建筑体的第二层框架；
G.重复步骤，直到所有的楼层的框架组装完成，就形成了整个建筑框架系统。
本发明建筑框架系统和组装方法是对现有钢结构框架的一个重大创新，由柱1和楼板组2直接连接组合而成，不需单独的梁，省去了现有建筑框架中需 要安装钢梁、安装各种钢梁连接件的步骤，现场施工速度可提高1-2倍。本发明建筑框架系统具有节约钢材、成本低、施工速度快、无建筑垃圾、抗震性能高等优点。
以上实施例是对本发明的解释，并非限定，以上只是部分举例。在实际应用中，楼板组2也可以采用水泥混凝土结构或其它结构。应该指出的是，对本行业的技术人员来说，根据本发明的基本原理和结构进行的简单变换和改进，均包括在本发明的保护范围之内。

Claims (10)

  1. 建筑框架系统，其特征在于：它由柱和楼板组连接组合而成，不需单独的梁。
  2. 根据权利要求1所述的建筑框架系统，其特征在于：所述柱是由钢板焊接而成的封闭腔体，所述柱的截面形状为矩形、T型、十字型或L型中的一种或多种。
  3. 根据权利要求2所述的建筑框架系统，其特征在于：所述柱的柱体上设有连接座，所述连接座具有通用化模数的连接孔。
  4. 根据权利要求1-3任一项所述的建筑框架系统，其特征在于：所述柱的柱体上设有柱套，柱与柱两端可通过柱套连接，连接方式为螺栓连接、胶接、电弧焊或钎焊连接。
  5. 根据权利要求1所述的建筑框架系统，其特征在于：所述楼板组由多块楼板组合连接而成，所述楼板由桁架梁、楼面板构成，所述楼板组具有通用化模数的连接孔。
  6. 根据权利要求5所述的建筑框架系统，其特征在于：所述楼板组上设有框架梁，所述框架梁设置在楼板组的4侧、3侧、2侧或单侧。
  7. 根据权利要求6所述的建筑框架系统，其特征在于：所述框架梁与楼板的桁架梁通过焊接或螺栓连接在一起的。
  8. 根据权利要求7所述的建筑框架系统，其特征在于：所述框架梁为槽型钢、H型钢、C型钢或矩形钢中的一种或多种。
  9. 根据权利要求8所述的建筑框架系统，其特征在于：所述楼板组通过框架梁用螺栓连接固定在柱的连接座上。
  10. 用于权利要求1所述的建筑框架系统的组装方法，其特征在于：它包括以下步骤：
    A.先在工厂内预先成批制造用钢板焊接而成的封闭腔体的柱，柱的形状为矩形、T型、十字型或L型多种形状，以供建筑框架不同位置选用；同时成批制造由桁架梁、楼面板构成的楼板；
    B.在柱上用螺栓连接或焊接的方式安装好柱套、连接座；将多块楼板拼装连接成楼板组，并在其单侧或2侧、3侧、4侧用螺栓连接或焊接的方式安装框架梁；
    C.将B步中制作好的柱用螺栓连接或焊接方式固定在基础上，形成第一层的柱；
    D.将需组装拼接的第一层的楼板组吊起，使第一层的楼板组上的框架梁与第一 层的柱上的连接座对齐，再用螺栓穿过框架梁固定在连接座上，直到第一层的柱与第一层的楼板组全部组装完成，形成建筑体的第一层框架；
    E.将第二层的柱插入对应的第一层的柱的柱套内，并用电弧焊或钎焊的方式使两根柱连接为一个牢固的整体；
    F.将第二层的楼板组吊起，使第二层的楼板组上的框架梁与第二层的柱上的连接座对齐，再用螺栓穿过框架梁固定在连接座上，直到第二层的柱与第二层的楼板组全部组装完成，形成建筑体的第二层框架；
    G.重复步骤，直到所有的楼层的框架组装完成，就形成了整个建筑框架系统。
PCT/CN2014/086879 2013-12-16 2014-09-19 建筑框架系统及其组装方法 WO2015090094A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201310682632.6A CN103669574A (zh) 2013-12-16 2013-12-16 建筑框架系统及其组装方法
CN201310682632.6 2013-12-16

Publications (1)

Publication Number Publication Date
WO2015090094A1 true WO2015090094A1 (zh) 2015-06-25

Family

ID=50308284

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2014/086879 WO2015090094A1 (zh) 2013-12-16 2014-09-19 建筑框架系统及其组装方法

Country Status (2)

Country Link
CN (1) CN103669574A (zh)
WO (1) WO2015090094A1 (zh)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669574A (zh) * 2013-12-16 2014-03-26 张跃 建筑框架系统及其组装方法
CN104153517A (zh) * 2014-07-07 2014-11-19 张跃 一种结构柱
CN104153268A (zh) * 2014-07-07 2014-11-19 张跃 一种立体街区
CN106978851A (zh) * 2016-01-19 2017-07-25 张跃 一种建筑物构造方法
CN108104279A (zh) * 2016-11-24 2018-06-01 重庆市中科大业建筑科技有限公司 冷弯多腔钢管混凝土异形柱与钢筋混凝土楼板连接节点
CN109339225B (zh) * 2018-11-08 2023-12-05 北京场道市政工程集团有限公司 一种具有抗震结构的弹性建筑框架
CN115233904B (zh) * 2022-09-05 2024-06-21 绍兴三雄钢结构有限公司 一种装配式建筑钢结构箱型钢柱

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1025816A (ja) * 1996-07-11 1998-01-27 Toda Constr Co Ltd スーパーストラクチャー構造における建物の構築工法
US20100058687A1 (en) * 2008-09-05 2010-03-11 Normand Bernard M Method of constructing a multi-storey building using prefabricated modular panels
CN101984206A (zh) * 2010-12-24 2011-03-09 郑勤民 拼装式房屋
CN103276803A (zh) * 2013-06-08 2013-09-04 北京工业大学 一种空心异形柱多高层装配式钢结构体系
CN103290921A (zh) * 2013-05-23 2013-09-11 北京工业大学 一种工业化装配式柱贯通式钢结构框架体系
CN103669574A (zh) * 2013-12-16 2014-03-26 张跃 建筑框架系统及其组装方法

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201254759Y (zh) * 2008-07-14 2009-06-10 汪卫东 可拆装式建筑体

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1025816A (ja) * 1996-07-11 1998-01-27 Toda Constr Co Ltd スーパーストラクチャー構造における建物の構築工法
US20100058687A1 (en) * 2008-09-05 2010-03-11 Normand Bernard M Method of constructing a multi-storey building using prefabricated modular panels
CN101984206A (zh) * 2010-12-24 2011-03-09 郑勤民 拼装式房屋
CN103290921A (zh) * 2013-05-23 2013-09-11 北京工业大学 一种工业化装配式柱贯通式钢结构框架体系
CN103276803A (zh) * 2013-06-08 2013-09-04 北京工业大学 一种空心异形柱多高层装配式钢结构体系
CN103669574A (zh) * 2013-12-16 2014-03-26 张跃 建筑框架系统及其组装方法

Also Published As

Publication number Publication date
CN103669574A (zh) 2014-03-26

Similar Documents

Publication Publication Date Title
WO2015090094A1 (zh) 建筑框架系统及其组装方法
JP3218530U (ja) 集約型組立式鉄骨建築
CN204876059U (zh) 一种预制装配式型钢混凝土框架结构体系
WO2016197919A1 (zh) 预制装配轻钢混凝土板柱结构及其施工方法
CN105696817A (zh) 一种多层冷成型钢整体预制装配房屋及其拼接方法
CN204960038U (zh) 预制混凝土剪力墙结构
CN2818421Y (zh) 用于叠合楼板施工的上支承构架
CN112443043B (zh) 一种内嵌正交向小桁架的多层通高大空间悬挑桁架结构及应用
CN102704569A (zh) 多层大跨度装配整体式空间钢网格建筑结构及制作方法
CN105143570A (zh) 一种建筑结构及其施工方法
CN105089178A (zh) 一种预制型钢混凝土剪力墙预拼结构装配式建筑
WO2015043313A1 (zh) 钢结构组合柱系统及其连接方法
CN210086489U (zh) 一种干式连接的低层装配式建筑结构体系
CN108411763B (zh) 预拼桥梁及其施工方法
CN202577580U (zh) 一种多层大跨度装配整体式空间钢网格建筑结构
CN211114081U (zh) Z字形双夹板节点装配式h型钢梁方钢管柱钢结构体系
CN113389304A (zh) 装配式双叶空腔叠合墙体系及其施工方法
CN116290367A (zh) 一种装配式钢结构的分离式梁柱节点及其体系
CN116005871A (zh) 一种装配式轻钢强化型带空腹钢筋桁架混凝土条带叠合单向楼板及作法
CN202202415U (zh) 一种矩形钢管混凝土异形柱与钢梁框架边节点
CN202430877U (zh) 钢结构用连续叠合梁
CN211690735U (zh) 基于纤维增强覆面木基板的装配式混凝土结构建筑结构
CN110206347B (zh) 一种装配式电子厂房边跨结构及其施工方法
CN102888934A (zh) 装配式空腹网格板楼盖结构用剪力预制构件
CN102888929A (zh) 装配式空腹网格板楼盖结构用剪力预制构件

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 14871327

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase
122 Ep: pct application non-entry in european phase

Ref document number: 14871327

Country of ref document: EP

Kind code of ref document: A1