WO2016077943A1 - 建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构 - Google Patents

建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构 Download PDF

Info

Publication number
WO2016077943A1
WO2016077943A1 PCT/CN2014/001194 CN2014001194W WO2016077943A1 WO 2016077943 A1 WO2016077943 A1 WO 2016077943A1 CN 2014001194 W CN2014001194 W CN 2014001194W WO 2016077943 A1 WO2016077943 A1 WO 2016077943A1
Authority
WO
WIPO (PCT)
Prior art keywords
building support
beams
support unit
floor
column
Prior art date
Application number
PCT/CN2014/001194
Other languages
English (en)
French (fr)
Inventor
潘存勋
Original Assignee
仙泊绿建筑有限公司
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
Priority claimed from CN201420687531.8U external-priority patent/CN204298953U/zh
Priority claimed from CN201420687823.1U external-priority patent/CN204298950U/zh
Application filed by 仙泊绿建筑有限公司 filed Critical 仙泊绿建筑有限公司
Publication of WO2016077943A1 publication Critical patent/WO2016077943A1/zh

Links

Images

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
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • 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

Definitions

  • the invention relates to the field of construction engineering technology, in particular to a building support unit and a building support structure to which the building support unit is applied.
  • the first technical problem to be solved by the present invention is to provide a template type having strong bending, pressure resistance, shear resistance and high overall stability of the house in view of the problems of the prior art mentioned above. Building support unit.
  • a second technical problem to be solved by the present invention provides a building support structure to which the above-described building support unit is applied.
  • a building support unit comprising: a vertically arranged column, and a plurality of work arranged at least in two lateral directions of the column a steel plate; the flanges of each of the I-beams are horizontally disposed, one end of each of the I-beams is welded to the column, and the other end of each of the I-beams is provided with a horizontal connecting flange a web assembly is weldedly connected between each of the two adjacent I-beams on the same side, and one side edge of the web assembly is also welded to the column, and the web assembly is another The side edges are concavely arched; the one side edge of the web assembly having a concave arch shape is welded with an arched flange plate.
  • a cow leg for holding the floor is provided between the angles of each of the two I-beams, and the cow leg includes a table for supporting the floor, so that the floor can be used for setting.
  • the rows of the I-shaped steels located in different lateral directions are sequentially disposed at different heights of the column, the number of the cattle legs is plural, and the plurality of the legs of the beef legs are sequentially and at different heights.
  • the upper surface of the lower flange of the I-beam is flush, and the lower flange of the I-beam is wider than the upper flange, so that the ox leg plays a major supporting role for the slab, and the lower flange of the I-beam
  • the wide part can serve as an auxiliary support for the floor.
  • the table top of the beef leg is provided with a first bolt hole, so that it can be used for bolting with the floor.
  • the beef leg is connected to the column by a ox leg fixing plate; one side of the ox leg fixing plate is welded to the column, and the other side of the ox leg fixing plate is bolted to the ox leg Therefore, the beef leg fixing plate can be connected to the beef leg and the column respectively.
  • the ox leg fixing plate comprises a first connecting plate and a second connecting plate which are angled with each other, the first connecting plate and the second connecting plate are respectively tangential to the column and welded; the first connection There is a cow leg connecting hole for bolting on the plate.
  • the first connecting plate is provided with a floor connecting hole for bolting, and a fixing connection is formed between the supporting beam and the ox leg fixing plate by bolting, thereby forming an auxiliary reinforcing effect.
  • the column is tubular, the top end of the column is provided with an upper flange; the bottom end of the column is provided with a lower flange, whereby the building support units can realize the longitudinal connection.
  • the bottom end of the column is provided with a guiding head, which facilitates positioning during the docking operation when the building supporting unit is spliced up and down.
  • the lower flange of the I-beam disposed at the bottom end of the column is provided with a second bolt hole, which can fasten or fasten the building support unit and the underlying building support unit;
  • the upper flange of the I-beam disposed at the top end of the column is provided with a third bolt hole, thereby connecting the top cover of the building.
  • a building support structure to which the above-mentioned building support unit is applied which is characterized in that it comprises a gusset column, two struts, three struts and/or four struts Columns, a plurality of I-beams arranged in the building support unit are arranged on two mutually perpendicular sides of the column to form the gussets; and a plurality of I-shaped steels arranged in the building support unit are arranged Forming the two pillars on two opposite sides of the column; the plurality of I-beams arranged in the building support unit are arranged on two opposite sides of the column and a vertical side The three-column; the plurality of I-beams arranged in the building support unit are arranged on the four mutually perpendicular sides of the column to form the four-pillar; the gusset and the two-pillar The three struts and the four struts are connected to
  • the building support structure further comprises a floor panel installed in an area enclosed by the building support unit, the floor board comprising a reinforced concrete slab and being connected a steel beam on one side of the reinforced concrete slab;
  • the reinforced concrete slab comprises a slab reinforcement mesh and a concrete cladding layer wrapped around the slab reinforcement mesh;
  • the steel girders comprising four end beams enclosed in a rectangular shape, and Connected to the four end beams a plurality of support beams inside the rectangular shape; the two long sides of the end beam are respectively bent inwardly to form a first bent side and a second bent side, and the end beam passes the first side of the side a bent edge is welded to the floor slab;
  • the end beam is connected to the table top of the ox leg by the second bent side of the other side; both long sides of the support beam are bent inward A third bent edge is formed, and the support beam is welded to the floor slab through a third bent side of one side.
  • a steel mesh is welded between the upper flange and the lower flange of the side of the I-beam facing the floor, and steel bars are welded between the steel mesh and the floor reinforcement mesh, and the floor and the I-shaped Concrete is placed at the steel mesh between the steels to enhance overall stability.
  • a slab fixing plate is disposed at an inner side of each of the two perpendicularly-shaped I-beams of the gusset, the three struts and the four struts, and is located at an end adjacent to the column, and the slab is fixed
  • the fourth bolt hole on the plate enables the I-beam to form an auxiliary support for the floor to ensure a firm connection between the floor and the building support unit.
  • the side wall of the end beam is provided with a hole, and a reinforcing plate is welded on the periphery of the hole, which can be used for the connection between the floor and the floor, and can also be used for reinforcement between the building support units.
  • the steel beam frame is provided with a plurality of knockout holes horizontally penetrating for the pipeline or the drainage pipe for holding the pipeline, and the structure for fixing the pipeline is not required to be additionally designed, and the pipeline can be hidden after installation.
  • the arched side of the web assembly can evenly share the axial tensile force and pressure; the arched flange plate is welded to the arched edge of the web assembly to prevent the web assembly from curling.
  • the tensile/pressure stability of the web assembly is improved, and the flange plate enables the I-beam to be strongly fixed in the circumferential direction relative to the column, thereby improving the anti-twisting; thus, the overall structure of the building support unit It has good tensile, compressive and shear resistance, and the weight of the plate is very light, which greatly reduces the weight of the support unit, is easy to hoist and transport, and can save costs;
  • the entire building support structure is composed of diversified and template-type building support units.
  • the whole system is constructed at a high speed, and the building support structure has high strength and good quality.
  • Figure 1 is a front elevational view of a building support unit in accordance with an embodiment of the present invention
  • Figure 2 is a side elevational view of a building support unit in accordance with an embodiment of the present invention.
  • Figure 3 is a schematic view of a gusset column of an embodiment of the present invention.
  • Figure 4 is a schematic view of a floor panel according to an embodiment of the present invention.
  • Figure 5 is a partial enlarged view of a floor panel according to an embodiment of the present invention.
  • Fig. 6 is a schematic view showing the installation state of the floor panel according to the embodiment of the present invention.
  • connecting should be understood broadly, unless it is specifically defined and defined, for example, it may be a fixed connection, a detachable connection, or an integral connection; They are directly connected or indirectly connected through an intermediary.
  • connecting should be understood broadly, unless it is specifically defined and defined, for example, it may be a fixed connection, a detachable connection, or an integral connection; They are directly connected or indirectly connected through an intermediary.
  • the specific meaning of the above terms in the present invention can be understood in a specific case by those skilled in the art.
  • Embodiments of the present invention provide a building support unit and a building support structure to which the building support unit is applied.
  • the building support unit of the present invention is shown, and the building support unit includes a vertical setting.
  • a column 1 and a plurality of I-beams 2 arranged at least in two lateral directions of the column 1 , and the plurality of I-beams 2 are respectively connected at different heights of the column 1 and two groups adjacent to each other
  • the distance between the I-beams 2 and the height of one floor, the height of the floors can be the same or different, and can be set according to actual needs; at least two I-beams 2 at the same height on the column 1 are at different heights.
  • the number of the word steels 2 can be the same or different, and the I-beams 2 at different heights at different heights form an angle with each other, and the angle can also be determined according to actual needs.
  • the I-beams 2 arranged in the axial direction of the column 1 may be five groups as shown in FIG. 1, and each of the two I-beams 2 adjacent to each other is separated by a height of one floor, thereby forming one
  • the fourth floor is the smallest unit of the building support unit. It should be understood that the building support unit can also be set to one layer, two layers, three layers or more than four layers according to actual needs and specific construction conditions.
  • I-beam 2 is a steel member with a section of "work" shape.
  • the top and bottom surfaces of the word “gong” are the upper and lower flanges of the I-beam 2, and the upper and lower flanges pass through the middle web.
  • the flange of each I-beam 2 is horizontally arranged, one end of each I-beam 2 is welded with the column 1, and the other end of each I-beam 2 is provided with a horizontal connection flange 3, horizontal connection method
  • the blue 3 is used for the horizontal connection between the plurality of building support units; the horizontal connection flange 3 may be subsequently welded to the I-beam 2, and one of the two horizontally connected flanges 3 connected to each other is arranged vertically
  • the long round hole and the other are arranged as horizontal long round holes (the direction of the long round holes are perpendicular to each other), so that it is more convenient to connect and install when docking.
  • a web assembly 4 is weldedly connected between each adjacent two I-beams 2 on the same side, one side edge of the web assembly 4 is also welded to the column 1, and the other side edge of the web assembly 4 is concave.
  • the arched portion, the web assembly 4 may be made of a single piece of plate, or may be composed of a split upper, middle and lower sections, the middle section of the split web assembly 4 being narrow, the whole is rectangular, and one side is long.
  • the side is welded with the column 1; the upper part and the lower part of the web assembly 4 have the same shape, and the whole is a right-angled trapezoid, and the bottom side and one side perpendicular to the bottom side are welded at the angle between the column 1 and the I-beam 2, and the top side is
  • the upper/lower short side of the middle section is welded, and the other side is 1/4 arc, and the split web assembly 4 is easy to mass produce. It is difficult to process and easy to transport and install.
  • the one side edge of the web assembly 4 having a concave arch shape is welded with a flange plate 5 which is integrally curved into an arch shape, and the curved shape of the flange plate 5 is adapted to the arched edge of the web assembly 4.
  • the web assembly 4 is perpendicular to the flange plate 5 and welded to the middle of the flange plate 5.
  • the upper and lower ends of the flange plate 5 can also be welded to the flanges of the upper and lower I-beams 2.
  • the I-beam 2 is fixed in the axial direction and the circumferential direction with respect to the column 1, and the arch-shaped side of the web assembly 4 can uniformly share the axial tensile force and pressure; and, the flange plate 5 and The arched edge of the web assembly 4 is welded to the web assembly 4 to prevent curling, thereby improving the tensile/pressure stability of the web assembly 4, and the flange plate 5 enables the I-beam 2
  • a strong fixing is obtained in the circumferential direction with respect to the column 1 to improve the anti-twist; thus, since the web assembly 4 and the flange plate 5 are both made of sheet material, the characteristics of the web assembly 4 and the flange plate 5 are Shape and matching form, the building support unit has good tensile, compressive and shear resistance, light weight, greatly reduces the weight of the support unit, easy to hoist and transport, and can also save costs.
  • the above-mentioned building supporting unit of the present embodiment is divided into a gusset column, a two struts, a three struts, and four struts according to the difference in the number and position of the I-beam 2 disposed on the column 1.
  • the gussets are arranged in a plurality of I-beams 2 arranged on two mutually perpendicular sides of the column 1, which can be combined with FIG.
  • the two struts are arranged respectively on the opposite sides of the column 1 a plurality of I-beams 2; the three-pillars are arranged with two I-beams 2 arranged on two opposite sides of the column 1 and one vertical side; the four-pillars are four mutually perpendicular sides of the column 1 A plurality of I-beams 2 are arranged upwardly; the gussets, the two struts, the three struts and the four struts are connected to each other by respective horizontal connecting flanges 3, wherein the gussets are located on the side of the building support structure
  • the ribs are located at the wall of the building support structure, and the four struts are located inside the building support structure: the two struts are located at or inside the wall of the building support structure, and are constructed by splicing the different types of building support units.
  • the building support structure of the present invention For a four-sided building, the number of gussets is four in the same horizontal direction; a plurality of two struts and/or three struts can enclose a large area, which can be used to build the interior in the later stage. Sports grounds, indoor gardens, etc., can also be installed without a floor slab, forming a vertical hollow structure inside the building, which can be applied to a three-dimensional garage, for example.
  • a top flange 8 may be disposed at the top end of the column 1, and a bottom end flange 9 may be disposed at the bottom end of the column 1, so that the respective building support units are butted in the longitudinal direction, the top flange 8 and the bottom flange 9 and the column 1
  • the diagonal ribs may also be welded to strengthen the joint strength of the flange; the building support units may be butted between the top flange 8 and the bottom flange 9; preferably, the bottom end of the tubular pillar 1 is disposed
  • the guiding head is inserted into the column 1 of the lower-level building supporting unit during the upper and lower splicing of the building supporting unit, and is conveniently positioned in the docking operation of the lifting and the flange; in each building supporting unit, the work at the top
  • the upper flange of the word steel 2 and the lower flange of the I-beam 2 at the bottom are respectively provided with a second bolt hole and a third bolt hole, and after the uprights 1 of the upper and lower
  • the cow legs 6 for the slab 10 On the column 1 of the building support unit, and between the angles of each of the two I-beams 2, there are provided the cow legs 6 for the slab 10, and the number of the ox legs 6 is plural, respectively corresponding to different settings.
  • the ox leg 6 includes a table top for support and a deck for connection with other objects, and the countertops of the plurality of ox legs 6 are sequentially flush with the upper surface of the lower flange of the I-beam 2 at different heights
  • the lower flange of the I-beam 2 is wider than the upper flange, the wide portion of the I-beam 2 serves as an auxiliary support for the floor 10, and the beef leg 6 serves as the main support; the surface of the beef leg 6 is provided.
  • first bolt hole for bolting with the floor panel 10 There is a first bolt hole for bolting with the floor panel 10; the cow leg 6 can be connected to the column 1 through the ox leg fixing plate 7, the ox leg fixing plate 7 is welded at the mounting position of the ox leg, and the ox leg fixing plate 7 includes each other.
  • An angled first connecting plate and a second connecting plate, the first connecting plate and the second connecting plate are respectively tangential to the column and welded; the first connecting plate is provided with a cow leg connecting hole for bolting, and is used for the cattle
  • the plate 6 of the leg 6 is bolted.
  • the building support structure of the present embodiment further includes a floor panel 10 having a rectangular shape whose length and width depend on the area of the area surrounded by the building support unit at the installation position, and the floor panel 10 includes steel bars.
  • the steel beam frame comprises four end beams 103, and the end beam 103 is made of a long strip of steel plate, wherein a pair of opposite end beams 103 are sandwiched between another set of oppositely disposed end beams 103, and the four end beams 103 are spliced.
  • the outer sides of the four end beams 103 are sequentially flush with the four sides of the reinforced concrete slab; the long sides of the end beams 103 are respectively bent inward to form a first bent side 1031 and a second bent side 1032, wherein
  • the first bending edge 1031 has a bending angle of 90°
  • the end beam 103 is welded to the floor reinforcement mesh 101 through the first bending edge 1031
  • the second bending edge 1032 of the end beam 103 is the basis of the prior bending 90°.
  • the upper portion is bent by 90° to form a bead shape, and the second bent side 1032 on the bottom side of the end beam 103 is provided with a bolt hole for bolting the bolt to the table leg of the beef leg 6; the opposite end beams 103 is welded by the second bent side 1032 to the ends of the two end beams 103 sandwiched therebetween, and the bent joints of the two long sides of the end beam 103 can also improve the bending resistance and shear resistance.
  • the steel beam frame further includes a plurality of support beams 104.
  • the plurality of support beams 104 are spliced into a mesh shape in a rectangular shape surrounded by the four end beams 103; the long sides of both sides of the support beam 104 are bent inward to form a third bend.
  • the flange 1041, the third bending edge 1041 on both sides of the support beam 104 can improve the bending and shear resistance; the support beam 104 is welded to the floor reinforcement mesh 101 through the third bending edge 1041 on one side thereof, and the mesh edge
  • the support beams 104 are welded to the inner sides of the end beams 103.
  • the function of the plurality of support beams 104 is to form a support for the central part of the reinforced concrete slab.
  • the splicing manner of the plurality of support beams 104 depends on the specific area of the slab 10, and a reasonable mechanical support structure is constructed, for example, the slab 10 is small in area. In the case of a rectangular shape, it is only necessary to provide a support beam 104 of the same width between the longer two end beams 103.
  • a plurality of support beams 104 may be used to form a mesh shape, wherein The spaced support beams 104 are arranged wider, and the support beams 104 between the wider support beams 104 are set narrower, which achieves both good support and reduced weight of the plurality of support beams 104.
  • a hole is formed in the side wall of the end beam 103, and a reinforcing plate 105 is welded on the periphery of the hole.
  • the hole on the side wall of the end beam 103 may be a pair of upper and lower sides, and the end beam 103 is Multiple groups are evenly distributed on the hole, which can be used for bolting between the floor and the floor, and can also be used for reinforcement between the building and the building support unit by bolts. For example, when a building slab is surrounded by a large floor installation area, such as an indoor swimming pool or a stadium, it cannot pass one. The slab is realized, which requires splicing through a plurality of slabs.
  • the splicing between the slabs is achieved by the high-strength bolts passing through the holes; the hole is preferably a horizontal oblong hole, so that the bolts are easy to find holes when splicing. Can improve installation efficiency.
  • a slab connecting hole for bolting may be further formed on the first connecting plate of the ox leg fixing plate 7, and the hole is inserted through the hole on the side wall of the end beam 103.
  • the floor connection hole, the end beam 103 and the beef leg fixing plate 7 form a fixed connection, forming an auxiliary reinforcement.
  • At least one side edge of the floor slab mesh 101 is exposed by the concrete cladding layer 102, and the exposed mesh net is designed to be welded between the building support unit through the steel bar or the like, thereby making the floor slab and the building support unit A rigid connection is formed between them to increase the joint strength. More preferably, at least one side edge of the slab mesh 101 is exposed by the concrete cladding layer 102 on the top side, so that when the slab 10 is erected on the ox leg 6, the welder can stand on the floor to complete the slab and construction. Welding between the support units.
  • the steel beam frame is also provided with a horizontally pierced knockout hole 106, and the knockout holes 106 are plural, and are evenly arranged in the two lateral directions of the steel beam frame, and the end beam 103 and the wider support beam 104 may exist. .
  • the knockout hole 106 is used to install a pipe or a drain pipe for holding the pipeline in the later construction, so that there is no need to further design a structure for fixing the pipe, and the knockout hole 106 is fixed to facilitate the support of the pipe. After the bottom of the steel beam is placed in the ceiling, the pipe can be completely hidden from the ceiling.
  • the mesa 6 of the gusset, the three struts and the four struts have a small mesa area, the two perpendicular to each other can be sandwiched between the gusset, the three struts and the four struts.
  • the inner side of the corner is located at an end near the column 1 and the floor fixing plate 22 is disposed.
  • the floor fixing plate 22 is provided with a fourth bolt hole, and is also disposed on the end beam 103 and the reinforcing plate 105 near the angle.
  • the embodiment further provides a mounting process for the floor panel 10 as described above, specifically: knocking down the concrete cladding layer 102 located above the floor steel mesh 101 and adjacent to the I-beam 2 Extending the slab reinforcement mesh 101 at the place; welding the mesh 21 between the upper flange and the lower flange of the side of the I-beam 2 facing the floor 10, between the reinforcement mesh 21 and the exposed slab reinforcement mesh 101
  • the steel bars are welded, and concrete is poured at the steel mesh 21 between the floor 10 and the I-beam 2, and the concrete is solidified between the upper and lower flanges of the I-beam 2, and the steel mesh 21 therebetween forms internal ribs, and at the same time
  • the concrete cladding layer 102 of the floor panel 10 is of the same kind, and is closely connected to the concrete cladding layer 102 after solidification, and the steel bars connected between the steel mesh 21 and the floor reinforcement mesh 101 in the I-beam 2 are greatly The connection strength between the floor 10 and the I-beam 2 is strengthened.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

一种建筑支撑单元，包括立柱（1）以及至少在立柱（1）的两个侧向上分别排列设置的多条工字钢（2）；每条工字钢（2）的翼缘均水平设置，每条工字钢（2）的一端均与立柱（1）焊接，另一端均设有水平连接法兰（3）；位于同一侧向上每相邻的两条工字钢（2）之间均焊接有腹板组件（4），腹板组件（4）的一侧边缘还与立柱（1）焊接，呈凹状的拱形的另一侧边缘焊接有拱形的翼缘板（5）。一种建筑支撑结构，由上述不同形式的建筑支撑单元组合形成。该建筑支撑单元以及其组成的建筑支撑结构力学性能好，且能提高房屋的整体稳定性。

Description

建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构 技术领域
本发明涉及建筑工程技术领域，尤其是一种建筑支撑单元，以及一种应用有该建筑支撑单元的建筑支撑结构。
背景技术
传统建筑多使用承重柱与承重墙用于楼层之间的连接并起到承重作用，主要类型包括箍筋约束混凝土柱、钢纤维混凝土柱、钢管混凝土柱、钢骨混凝土柱、分体柱和高强混凝土柱。上述产品使用大量混凝土与钢结构，成本高，构建效率低，且施工中需大量时间等待混凝土凝固，并且这些产品无法进行回收再利用，造成资源的浪费。
随着现代建筑行业的房屋建设(钢筋混凝土相结合)技术的提升，到传统房屋钢结构框架式，再到近年来新兴的钢结构模板式，随着支撑建筑的钢结构发展稳步提升与前进，钢结构模板式这一些新兴的开发与研制逐渐兴起，现在虽然也有一些钢结构模板式的建筑支撑结构，或建筑零部件出现，但是在设计，生产，运输，安装等环节中，也暴露出很多问题，比如：设计阶段的反复试制，出图，耗时耗力，生产阶段的施工缓慢，运输过程中道路的选择，安装过程，指挥人员的配备，安装人员的技术要求高，模板数量多，吊装慢，组装要求精度不高，模板构件抗弯，抗压，抗剪，性能不强，房屋结构整体性不好。
发明内容
本发明要解决的第一个技术问题是针对上述现有技术存在的问题，提供一种具有较强的抗弯、抗压，抗剪性能，并且能够使房屋的整体稳定性高的模板式的建筑支撑单元。
本发明要解决的第二个技术问题提供一种应用有上述建筑支撑单元的建筑支撑结构。
本发明解决上述第一个技术问题所采用的技术方案为：一种建筑支撑单元，其特征在于，包括竖直设置的立柱，以及至少在所立柱的两个侧向上分别排列设置的多条工字钢；每条所述工字钢的翼缘均水平设置，每条所述工字钢的一端均与所述立柱焊接，每条所述工字钢的另一端均设有水平连接法兰；位于同一侧向上每相邻的两条所述工字钢之间均焊接连接有腹板组件，所述腹板组件的一侧边缘还与所述立柱焊接，所述腹板组件的另一侧边缘呈凹状的拱形；所述腹板组件呈凹状的拱形的一侧边缘焊接有拱形的翼缘板。
优选的，位于每两条所述工字钢的夹角之间均设有用于托放楼板的牛腿，所述牛腿包括用于支撑所述楼板的台面，从而可用于设置楼板。
优选的，位于不同侧向上的各排所述工字钢依次设置在所述立柱的不同高度处，所述牛腿的数量为多个，多个所述牛腿的台面依次与不同高度处的所述工字钢的下翼缘的上表面齐平，并且所述工字钢的下翼缘较上翼缘宽，从而牛腿起到对楼板的主要支撑作用，而工字钢下翼缘宽出的部分可起到对楼板的辅助支撑作用。
优选的，所述牛腿的台面设有第一螺栓孔，从而可用于与楼板的螺栓连接。
优选的，所述牛腿通过牛腿固定板与所述立柱连接；所述牛腿固定板的一侧与所述立柱焊接，所述牛腿固定板的另一侧与所述牛腿螺栓连接，从而牛腿固定板可分别连接牛腿和立柱。
优选的，所述牛腿固定板包括互成角度的第一连接板和第二连接板，所述第一连接板和第二连接板分别与所述立柱相切并焊接；所述第一连接板上设有用于穿设螺栓的牛腿连接孔。
优选的，所述第一连接板上设有用于穿设螺栓的楼板连接孔，可以通过穿设螺栓使得支撑梁和牛腿固定板之间形成固定连接，形成辅助的加固作用。
优选的，所述立柱为管状，所述立柱的顶端设有上法兰；所述立柱的底端设有下法兰，由此，各建筑支撑单元可实现纵向上的连接。
优选的，所述立柱的底端设有导向头，在建筑支撑单元上下拼接时，方便对接操作中的定位。
优选的，设置在所述立柱的底端的所述工字钢的下翼缘设有第二螺栓孔，可将该建筑支撑单元和下方的建筑支撑单元紧固、或与地基紧固；优选的，设置在所述立柱的顶端的所述工字钢的上翼缘设有第三螺栓孔，由此可连接建筑的顶盖。
本发明解决上述第二个技术问题所采用的技术方案为：一种应用有上述建筑支撑单元的建筑支撑结构，其特征在于，包括角撑柱、二撑柱、三撑柱和/或四撑柱，所述建筑支撑单元中的多条工字钢排列设置在所述立柱的两个相互垂直的侧向上则构成所述角撑柱；所述建筑支撑单元中的多条工字钢排列设置在所述立柱的两个相对侧向上则构成所述二撑柱；所述建筑支撑单元中的多条工字钢排列设置在所述立柱的两个相对侧向上及一个垂直的侧向上则构成所述三撑柱；所述建筑支撑单元中的多条工字钢排列设置在所述立柱的四个依次相互垂直的侧向上则构成所述四撑柱；所述角撑柱、二撑柱、三撑柱和四撑柱彼此之间通过所述水平连接法兰连接。
优选的，当应用的所述建筑支撑单元包括牛腿时，所述建筑支撑结构还包括安装在所述建筑支撑单元围成的区域内的楼板，所述楼板包括钢筋混凝土板和连接在所述钢筋混凝土板一侧的钢梁架；所述钢筋混凝土板包括楼板钢筋网和包覆在所述楼板钢筋网外的混凝土包覆层；所述钢梁架包括围成矩形的四条端梁，以及连接在四条所述端梁所围 成的矩形内部的多条支撑梁；所述端梁的两长侧边分别向内弯折形成有第一弯折边和第二弯折边，所述端梁通过一侧的所述第一弯折边与所述楼板钢筋网焊接；所述端梁通过另一侧的所述第二弯折边与所述牛腿的台面连接；所述支撑梁的两长侧边均向内弯折形成第三弯折边，所述支撑梁通过一侧的第三弯折边与所述楼板钢筋网焊接。
优选的，在所述工字钢朝向所述楼板的一侧的上翼缘和下翼缘之间焊接有钢筋网，在钢筋网与楼板钢筋网之间焊接有钢筋，并在楼板与工字钢之间的钢筋网处浇筑有混凝土，以增强整体的稳定性。
优选的，在所述角撑柱、三撑柱和四撑柱的每两条相互垂直的工字钢的夹角内侧，并位于靠近所述立柱的一端设有楼板固定板，所述楼板固定板上设有第四螺栓孔，可使得工字钢对楼板形成辅助支撑，以保证楼板与建筑支撑单元的稳固连接。
优选的，所述端梁的侧壁上设有孔，并在该孔外围焊接有加强板，可用于楼板与楼板之间的连接，也可用于建筑支撑单元之间的加固。
优选的，所述钢梁架设有水平贯穿的多个敲落孔，用于盛放线路的管道或排水管道，可无需另外设计用于固定管道的结构，并且能在安装后使得管道隐藏。
与现有技术相比，本发明的优点在于：
1、腹板组件呈拱形的一侧能够均匀地分担轴向拉力和压力；拱形的翼缘板与腹板组件的拱形边缘焊接连接，能够对腹板组件起到防卷边的作用，提高了腹板组件的抗拉/压稳定性，翼缘板又能使工字钢在相对于立柱的周向方向上得到强力的固定，提高了防扭转；这样，建筑支撑单元的整体就具有了良好的抗拉、抗压、抗剪能力，并且，板型件的重量轻，极大削减了支撑单元的自重，易于吊装和运输，还能够节约成本；
2、此外，整个建筑支撑结构由多样化、模板式的建筑支撑单元构成，整个体系构建速度快，且建筑支撑结构强度高，质量好。
附图说明
图1是本发明实施例的一种建筑支撑单元的主视图；
图2是本发明实施例的一种建筑支撑单元的侧视图；
图3是本发明实施例的角撑柱的示意图；
图4是本发明实施例的楼板的示意图；
图5是本发明实施例的楼板的局部放大视图；
图6是本发明实施例的楼板的安装状态示意图。
附图标记与对应的部件名称：1、立柱；2、工字钢；21、钢筋网；22、楼板固定板；3、水平连接法兰；4、腹板组件；5、翼缘板；6、牛腿；7、牛腿固定板；8、顶端法兰；9、底端法兰；10、楼板；101、楼板钢筋网；102、混凝土包覆层；103、端梁；104、支撑梁；105、加强板；106、敲落孔。
具体实施方式
以下结合附图实施例对本发明作进一步详细描述。
在本发明的描述中，除非另有说明，术语“上”、“下”等指示的方位或状态关系为基于附图所示的方位或状态关系，仅是为了便于描述本发明和简化描述，而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作，因此不能理解为对本发明的限制。
在本发明的描述中，需要说明的是，除非另有明确的规定和限定，术语“连接”应做广义理解，例如，可以是固定连接，也可以是可拆卸连接，或一体地连接；可以是直接相连，也可以通过中间媒介间接相连。对于本领域的普通技术人员而言，可以具体情况理解上述术语在本发明中的具体含义。
本发明实施例提供了一种建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构，结合图1和图2所示，显示了本发明的建筑支撑单元，所述建筑支撑单元包括竖直设置的立柱1，以及至少在所立柱1的两个侧向上分别排列设置的多条工字钢2，多条所述工字钢2分别连接在立柱1的不同高度处，上下相邻的两组工字钢2相距一个楼层高度的距离，楼层高度可以是相同也可以是不同，具体根据实际需要设定；位于立柱1上同一高度处的工字钢2至少为两条，不同高度处的工字钢2的数量可以相同可以不同，不同高度处各个侧向上的工字钢2互成夹角，夹角也可以根据实际需要而定。
在立柱1的轴向方向上排布的工字钢2可以是如图1中所示的5组，每上下相邻的两条工字钢2相距一个楼层高度的距离，以此构成一个以四层为最小单元的建筑支撑单元，应当理解的是，根据实际需要和具体施工条件的差异，该建筑支撑单元也可以设置为以一层、两层、三层或是四层以上。
工字钢2为截面为“工”字形的钢构件，“工”字的顶面和底面为工字钢2的上翼缘和下翼缘，上翼缘和下翼缘通过中间的腹板连接，每条工字钢2的翼缘均水平设置，每条工字钢2的一端均与立柱1焊接，每条工字钢2的另一端均设有水平连接法兰3，水平连接法兰3用于多个建筑支撑单元之间在水平方向上的连接；水平连接法兰3可以是后续焊接到工字钢2上，相互连接的两水平连接法兰3中的一个设置成竖直的长圆孔，另一个设置成水平的长圆孔(长圆孔的方向相互垂直)，这样在对接时更方便连接，安装。
位于同一侧的每相邻的两条工字钢2之间均焊接连接有腹板组件4，腹板组件4的一侧边缘还与立柱1焊接，腹板组件4的另一侧边缘呈凹状的拱形，腹板组件4可以是由一整块板材制成，也可以是出分体式的上段、中段和下段组成，分体式腹板组件4的中段较窄，整体呈长方形，一侧长边与立柱1焊接；腹板组件4的上段和下段形状相同，整体是直角梯形，底边及垂直于底边的一侧边焊接在立柱1与工字钢2的夹角处，顶边与中段的上/下短边焊接，另一侧边呈1/4圆弧状，分体式的腹板组件4容易批量生产， 加工难度低，且容易运输和安装。
腹板组件4呈内凹状的拱形的一侧边缘焊接有翼缘板5，翼缘板5整体弯曲成拱形，翼缘板5的弯曲形状与腹板组件4的拱形边缘相适应，腹板组件4垂直于翼缘板5，并焊接在翼缘板5的中部，翼缘板5的上下两端还可以与上下两工字钢2的翼缘焊接。由此，工字钢2在相对于立柱1的轴向和周向上都得到了固定，腹板组件4呈拱形的一侧能够均匀地分担轴向拉力和压力；并且，翼缘板5与腹板组件4的拱形边缘焊接连接，能够对腹板组件4起到防卷边的作用，提高了腹板组件4的抗拉/压稳定性，翼缘板5又能使工字钢2在相对于立柱1的周向方向上得到强力的固定，提高了防扭转；这样，由于腹板组件4和翼缘板5均由板材制成，通过腹板组件4与翼缘板5的特有形状和搭配形式，建筑支撑单元的整体就具有了良好的抗拉、抗压、抗剪能力，重量轻，极大削减了支撑单元的自重，易于吊装和运输，还能够节约成本。
本实施例的上述建筑支撑单元，根据工字钢2设置在立柱1上的数量和位置的不同，分为角撑柱、二撑柱、三撑柱以及四撑柱。其中，角撑柱为在立柱1的两个相互垂直的侧向上分别排列设置多条工字钢2，可以结合图3所示；二撑柱为在立柱1的两个相对侧向上分别排列设置多条工字钢2；三撑柱为在立柱1的两个相对侧向上及一个垂直侧向上分别排列设置多条工字钢2；四撑柱为在立柱1的四个依次相互垂直的侧向上分别排列设置多条工字钢2；角撑柱、二撑柱、三撑柱以及四撑柱彼此之间通过各自的水平连接法兰3连接，其中，角撑柱位于建筑支撑结构的侧棱处，三撑柱位于建筑支撑结构的壁面处，四撑柱位于建筑支撑结构的内部：二撑柱位于建筑支撑结构的壁面处或内部，以此由各个不同形式的建筑支撑单元相互拼接构成本发明的建筑支撑结构。对于四棱建筑，同一水平方向上，角撑柱的数量为四个；多个二撑柱和/或三撑柱可以围设出一片较大面积的区域，此区域可以用于在后期构建室内运动场、室内花园等，也可以不安装楼板，在建筑的内部形成纵向中空结构，可适用于如立体车库等。
还可在立柱1的顶端设置顶端法兰8，在立柱1的底端设置底端法兰9，使各个建筑支撑单元在纵向上实现对接，顶端法兰8和底端法兰9与立柱1之间还可焊接斜撑筋板，以加强法兰的连接强度；建筑支撑单元之间可通过顶端法兰8和底端法兰9实现对接；优选的，在管状的立柱1的底端设置导向头，在进行建筑支撑单元的上下拼接时，插设在下一级建筑支撑单元的立柱1中，在吊装以及法兰的对接操作中方便定位；在每个建筑支撑单元中，位于顶部的工字钢2的上翼缘和位于底部的工字钢2的下翼缘分别设有第二螺栓孔和第三螺栓孔，上下两级建筑支撑单元的立柱1对接后，将两单元中相互接触的两工字钢2通过螺栓紧固；位于筑支撑结构最低层的工字钢2则与地基紧固连接，位于最顶层的工字钢2上的孔，可以用于连接建筑的顶盖，也可以不使用。
在建筑支撑单元的立柱1上，并位于每两条工字钢2的夹角之间均设有用于托放楼板10的牛腿6，牛腿6的数量为多个，分别对应设置在不同高度处的两两工字钢2之间， 牛腿6包括用于支撑的台面以及用于与其他物体连接的板面，多个所述牛腿6的台面依次与不同高度处的所述工字钢2的下翼缘的上表面齐平，并且工字钢2的下翼缘较上翼缘宽，工字钢2宽出的部分起辅助支撑楼板10的作用，而牛腿6起主要的支撑作用；牛腿6的板面上设有第一螺栓孔，用于与楼板10螺栓连接；牛腿6可以通过牛腿固定板7与立柱1连接，牛腿固定板7焊接在牛腿安装位置处，牛腿固定板7包括互成角度的第一连接板和第二连接板，第一连接板和第二连接板分别与立柱相切并焊接；第一连接板上设有用于穿设螺栓的牛腿连接孔，用于与牛腿6的板面螺栓连接。
再结合图4所示，本实施例的建筑支撑结构还包括楼板10，楼板10为矩形，其长度和宽度视其安装位置的建筑支撑单元所围成的区域面积而定，该楼板10包括钢筋混凝土板和连接在钢筋混凝土板一侧的钢梁架；钢筋混凝土板包括楼板钢筋网101和包覆在楼板钢筋网101外的混凝土包覆层102；钢梁架与楼板钢筋网101焊接。
钢梁架包括四条端梁103，端梁103由长条状的钢板制成，其中一组相对设置的端梁103夹设在另外一组相对设置的端梁103之间，四条端梁103拼接成矩形，四条端梁103的外侧依次与钢筋混凝土板的四个侧面齐平；端梁103的两侧长边分别向内弯折形成第一弯折边1031和第二弯折边1032，其中，第一弯折边1031弯折角度为90°，端梁103通过第一弯折边1031与楼板钢筋网101焊接，端梁103的第二弯折边1032为在先弯折90°的基础上再弯折90°，形成卷边状，端梁103底侧的第二弯折边1032上设有螺栓孔，用于穿设螺栓与牛腿6的台面螺栓连接；相对的两条端梁103通过第二弯折边1032与另外夹在其间的两条端梁103的端部焊接，端梁103两长侧边的弯折连接还能提升其抗弯折和抗剪能力。
钢梁架还包括多条支撑梁104，多条支撑梁104在四条端梁103所围成的矩形的内部拼接成网状；支撑梁104的两侧长边均向内弯折形成第三弯折边1041，支撑梁104两侧的第三弯折边1041能够提升其抗弯、抗剪能力；支撑梁104通过其一侧的第三弯折边1041与楼板钢筋网101焊接，网状边缘的支撑梁104与各端梁103的内侧面焊接。多条支撑梁104的作用是对钢筋混凝土板的中心部位形成支撑，多条支撑梁104的拼接方式视具体的楼板10面积而定，构建合理的力学支撑架构，如楼板10为面积较小的长方形时，只需在较长的两条端梁103之间设置一条同等宽度的支撑梁104，对于面积较大的楼板10，可采用多条支撑梁104拼接成网状，其中，使具有一定间隔的各支撑梁104设置得较宽，而将各较宽的支撑梁104之间的支撑梁104设置得较窄，这样既能达到良好支撑效果又能减轻多条支撑梁104的自重。
再结合图5所示，端梁103的侧壁上设有孔，并在该孔外围焊接加强板105，该端梁103侧壁上的孔可以是上下两个为一组，在端梁103上均匀分布多组，该孔可用于楼板与楼板之间螺栓连接，也可用于通过螺栓与建筑支撑单元间进行加固。例如当建筑支撑单元所围成的一块楼板安装区域较大时，如构建为室内游泳馆或体育场，无法通过一 块楼板实现，这就需要通过多块楼板进行拼接，具体则是通过高强度螺栓穿过上述孔实现楼板间的拼接的；另外该孔优选为横向的长圆孔，这样在拼接时螺栓容易找孔，可提高安装效率。对于楼板与建筑支撑单元接触的一侧，可以在牛腿固定板7的第一连接板上再开设用于穿设螺栓的楼板连接孔，通过螺栓穿设于上述端梁103侧壁上的孔和楼板连接孔，使端梁103与牛腿固定板7间形成固定连接，形成辅助的加固作用。
优选的，楼板钢筋网101的至少一侧边缘由混凝土包覆层102中露出，钢筋网的露出设计，可使其通过钢筋等与建筑支撑单元之间进行焊接，由此使楼板与建筑支撑单元之间形成刚性连接，可提高连接强度。更为优选的，楼板钢筋网101的至少一侧边缘由位于顶侧的混凝土包覆层102中露出，这样当楼板10架设到牛腿6上后，焊接人员可站到楼板上完成楼板与建筑支撑单元之间的焊接。
钢梁架还设有水平贯穿的敲落孔106，敲落孔106为多个，在钢梁架的两个侧向上分别均匀排布，贯穿端梁103和可能存在的较宽的支撑梁104。敲落孔106用于在后期施工中装入用于盛放线路的管道或排水管道，这样便无需再另设计用于固定管道的结构，且敲落孔106固定有利于管道的支撑牢固，在钢梁架的底部装入天花板后，管道能够完全隐藏在天花板至上。
由于角撑柱、三撑柱和四撑柱上的牛腿6的台面面积较小，故可在角撑柱、三撑柱和四撑柱的每两条相互垂直的工字钢2的夹角内侧，并位于靠近立柱1的一端设置楼板固定板22，参见图3所示，楼板固定板22上设有第四螺栓孔，在靠近夹角处的端梁103和加强板105上也设有相应的孔，二者通过螺栓连接，使建筑支撑单元的工字钢2对楼板10形成辅助支撑，以保证楼板10与建筑支撑单元的稳固连接。
再结合图6所示，本实施例还提供一种如上所述的楼板10的安装工艺，具体为：将位于楼板钢筋网101上方，并靠近工字钢2处的混凝土包覆层102敲落，使该处的楼板钢筋网101露出；在工字钢2朝向楼板10的一侧的上翼缘和下翼缘之间焊接钢筋网21，在钢筋网21与露出的楼板钢筋网101之间焊接钢筋，并在楼板10与工字钢2之间的钢筋网21处浇筑混凝土，混凝土凝固在工字钢2的上、下翼缘之间，其间的钢筋网21形成内筋，同时由于混凝土与楼板10的混凝土包覆层102属同种物质，在凝固后与混凝土包覆层102紧密连接，并且，工字钢2中的钢筋网21与楼板钢筋网101之间连接的钢筋，极大地加强了楼板10与工字钢2之间的连接强度。另外对于楼板10与楼板10直接连接处，也可浇筑混凝土予以密封，也使楼板与立柱之间更加稳定并增强建筑体系的整体性。
以上所述仅是本发明的优选实施方式，应当指出，对于本技术领域的普通技术人员来说，在不脱离本发明技术原理的前提下，还可以做出若干改进和替换，这些改进和替换也应视为本发明的保护范围。

Claims (16)

  1. 一种建筑支撑单元，其特征在于，包括竖直设置的立柱(1)，以及至少在所述立柱(1)的两个侧向上分别排列设置的多条工字钢(2)；
    每条所述工字钢(2)的翼缘均水平设置，每条所述工字钢(2)的一端均与所述立柱(1)焊接，每条所述工字钢(2)的另一端均设有水平连接法兰(3)；
    位于同一侧向上每相邻的两条所述工字钢(2)之间均焊接连接有腹板组件(4)，所述腹板组件(4)的一侧边缘还与所述立柱(1)焊接，所述腹板组件(4)的另一侧边缘呈凹状的拱形；
    所述腹板组件(4)呈凹状的拱形的一侧边缘焊接有拱形的翼缘板(5)。
  2. 根据权利要求1所述的建筑支撑单元，其特征在于，所述立柱(1)上位于每两条所述工字钢(2)的夹角之间均设有用于托放楼板(10)的牛腿(6)，所述牛腿(6)包括用于支撑所述楼板(10)的台面。
  3. 根据权利要求2所述的建筑支撑单元，其特征在于，位于不同侧向上的各排所述工字钢(2)依次设置在所述立柱(1)的不同高度处，所述牛腿(6)的数量为多个，多个所述牛腿(6)的台面依次与不同高度处的所述工字钢(2)的下翼缘的上表面齐平，并且所述工字钢(2)的下翼缘较上翼缘宽。
  4. 根据权利要求2所述的建筑支撑单元，其特征在于，所述牛腿(6)的台面设有第一螺栓孔。
  5. 根据权利要求2所述的建筑支撑单元，其特征在于，所述牛腿(6)通过牛腿固定板(7)与所述立柱(1)连接；所述牛腿固定板(7)的一侧与所述立柱(1)焊接，所述牛腿固定板(7)的另一侧与所述牛腿(6)螺栓连接。
  6. 根据权利要求5所述的建筑支撑单元，其特征在于，所述牛腿固定板(7)包括互成角度的第一连接板和第二连接板，所述第一连接板和第二连接板分别与所述立柱(1)相切并焊接；所述第一连接板上设有用于穿设螺栓的牛腿连接孔。
  7. 根据权利要求6所述的建筑支撑单元，其特征在于，所述第一连接板上还设有用于穿设螺栓的楼板连接孔。
  8. 根据权利要求1所述的建筑支撑单元，其特征在于，所述立柱(1)为管状，所述立柱(1)的顶端设有顶端法兰(8)；所述立柱(1)的底端设有底端法兰(9)。
  9. 根据权利要求8所述的建筑支撑单元，其特征在于，所述立柱(1)的底端设有导向头。
  10. 根据权利要求8所述的建筑支撑单元，其特征在于，设置在所述立柱(1)的底端的所述工字钢(2)的下翼缘设有第二螺栓孔：设置在所述立柱(1)的顶端的所述工字钢(2)的上翼缘设有第三螺栓孔。
  11. 一种应用有上述权利要求1～10中任一项所述的建筑支撑单元的建筑支撑结构， 其特征在于，包括角撑柱、二撑柱、三撑柱和/或四撑柱，所述建筑支撑单元中的多条工字钢(2)排列设置在所述立柱(1)的两个相互垂直的侧向上则构成所述角撑柱；所述建筑支撑单元中的多条工字钢(2)排列设置在所述立柱(1)的两个相对侧向上则构成所述二撑柱；所述建筑支撑单元中的多条工字钢(2)排列设置在所述立柱(1)的两个相对侧向上及一个垂直的侧向上则构成所述三撑柱；所述建筑支撑单元中的多条工字钢(2)排列设置在所述立柱(1)的四个依次相互垂直的侧向上则构成所述四撑柱；
    所述角撑柱、二撑柱、三撑柱和四撑柱彼此之间通过所述水平连接法兰(3)连接。
  12. 根据权利要求11所述的建筑支撑结构，其特征在于，当应用的所述建筑支撑单元包括牛腿(6)时，所述建筑支撑结构还包括安装在所述建筑支撑单元围成的区域内的楼板(10)，所述楼板(10)包括钢筋混凝土板和连接在所述钢筋混凝土板一侧的钢梁架；所述钢筋混凝上板包括楼板钢筋网(101)和包覆在所述楼板钢筋网(101)外的混凝土包覆层(102)；
    所述钢梁架包括围成矩形的四条端梁(103)，以及连接在四条所述端梁(103)所围成的矩形内部的多条支撑梁(104)；
    所述端梁(103)的两长侧边分别向内弯折形成有第一弯折边(1031)和第二弯折边(1032)，所述端梁(103)通过一侧的所述第一弯折边(1031)与所述楼板钢筋网(101)焊接；所述端梁(103)通过另一侧的所述第二弯折边(1032)与所述牛腿(6)的台面连接；
    所述支撑梁(104)的两长侧边均向内弯折形成有第三弯折边(1041)，所述支撑梁(104)通过一侧的第三弯折边(1041)与所述楼板钢筋网(101)焊接。
  13. 根据权利要求12所述的建筑支撑结构，其特征在于，在所述工字钢(2)朝向所述楼板(10)的一侧的上翼缘和下翼缘之间焊接有钢筋网(21)，在钢筋网(21)与楼板钢筋网(101)之间焊接有钢筋，并在楼板(10)与工字钢(2)之间的钢筋网(21)处浇筑有混凝土。
  14. 根据权利要求13所述的建筑支撑结构，其特征在于，在所述角撑柱、三撑柱和四撑柱的每两条相互垂直的工字钢(2)的夹角内侧，并位于靠近所述立柱(1)的一端设有楼板固定板(22)，所述楼板固定板(22)上设有第四螺栓孔。
  15. 根据权利要求12所述的建筑支撑结构，其特征在于，所述端梁(103)的侧壁上设有孔，并在该孔外围焊接有加强板(105)。
  16. 根据权利要求12所述的建筑支撑结构，其特征在于，所述钢梁架设有水平贯穿的多个敲落孔(106)。
PCT/CN2014/001194 2014-11-17 2014-12-31 建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构 WO2016077943A1 (zh)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
CN201420687531.8U CN204298953U (zh) 2014-11-17 2014-11-17 建筑支撑单元
CN201420687823.1U CN204298950U (zh) 2014-11-17 2014-11-17 多连柱建筑支撑结构
CN201420687823.1 2014-11-17
CN201420687531.8 2014-11-17

Publications (1)

Publication Number Publication Date
WO2016077943A1 true WO2016077943A1 (zh) 2016-05-26

Family

ID=56013009

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2014/001194 WO2016077943A1 (zh) 2014-11-17 2014-12-31 建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构

Country Status (1)

Country Link
WO (1) WO2016077943A1 (zh)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107063658A (zh) * 2017-03-13 2017-08-18 天津城建大学 结构试验室中墙体、节点或梁试验用的侧向支撑装置
CN107447863A (zh) * 2017-09-20 2017-12-08 中国三冶集团有限公司 一种钢结构厂房用悬挑结构
CN107574924A (zh) * 2016-07-05 2018-01-12 重庆大学 一种用于钢接头连接的装配式混凝土框架的构件及施工方法
CN107862120A (zh) * 2017-10-31 2018-03-30 上海宝冶集团有限公司 一种弯扭管构件的拼装方法
CN108179818A (zh) * 2018-01-10 2018-06-19 中建局集团建设发展有限公司 带封闭钢板箍的劲性柱与钢梁连接节点
CN108560734A (zh) * 2018-06-05 2018-09-21 苏州光彩建筑钢品有限公司 一种集成型钢拼装建筑施工结构及工艺
CN112726825A (zh) * 2021-01-05 2021-04-30 中冶京诚工程技术有限公司 连续箱型吊车梁与格构式柱的连接节点结构
CN113622520A (zh) * 2021-08-03 2021-11-09 青岛中建联合集团有限公司 一种抗压隔音效果好的住宅用装配式钢结构
CN114232844A (zh) * 2021-12-16 2022-03-25 中建五局第三建设有限公司 一种全装配式建筑的剪力墙体系及其墙板模块预制方法
CN114382175A (zh) * 2020-10-21 2022-04-22 华电重工机械有限公司 一种建筑用抗断裂型钢结构

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003261993A (ja) * 2002-03-08 2003-09-19 Nippon Steel Corp 柱と梁の接合構造
CN103290930A (zh) * 2013-04-03 2013-09-11 青岛理工大学 一种l型加强板螺栓连接装置
CN203334425U (zh) * 2013-05-14 2013-12-11 潘存勋 钢结构单元及钢结构系统
CN203412158U (zh) * 2013-06-28 2014-01-29 潘存勋 一种楼层板
CN203640161U (zh) * 2013-12-27 2014-06-11 潘存勋 一种建筑立柱系统

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003261993A (ja) * 2002-03-08 2003-09-19 Nippon Steel Corp 柱と梁の接合構造
CN103290930A (zh) * 2013-04-03 2013-09-11 青岛理工大学 一种l型加强板螺栓连接装置
CN203334425U (zh) * 2013-05-14 2013-12-11 潘存勋 钢结构单元及钢结构系统
CN203412158U (zh) * 2013-06-28 2014-01-29 潘存勋 一种楼层板
CN203640161U (zh) * 2013-12-27 2014-06-11 潘存勋 一种建筑立柱系统

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107574924A (zh) * 2016-07-05 2018-01-12 重庆大学 一种用于钢接头连接的装配式混凝土框架的构件及施工方法
CN107063658B (zh) * 2017-03-13 2023-12-29 天津城建大学 结构试验室中墙体、节点或梁试验用的侧向支撑装置
CN107063658A (zh) * 2017-03-13 2017-08-18 天津城建大学 结构试验室中墙体、节点或梁试验用的侧向支撑装置
CN107447863A (zh) * 2017-09-20 2017-12-08 中国三冶集团有限公司 一种钢结构厂房用悬挑结构
CN107447863B (zh) * 2017-09-20 2023-06-16 中国三冶集团有限公司 一种钢结构厂房用悬挑结构
CN107862120A (zh) * 2017-10-31 2018-03-30 上海宝冶集团有限公司 一种弯扭管构件的拼装方法
CN107862120B (zh) * 2017-10-31 2024-02-23 上海宝冶集团有限公司 一种弯扭管构件的拼装方法
CN108179818A (zh) * 2018-01-10 2018-06-19 中建局集团建设发展有限公司 带封闭钢板箍的劲性柱与钢梁连接节点
CN108179818B (zh) * 2018-01-10 2023-10-24 中建一局集团建设发展有限公司 带封闭钢板箍的劲性柱与钢梁连接节点
CN108560734B (zh) * 2018-06-05 2023-08-01 苏州光彩建筑钢品有限公司 一种集成型钢拼装建筑施工结构及工艺
CN108560734A (zh) * 2018-06-05 2018-09-21 苏州光彩建筑钢品有限公司 一种集成型钢拼装建筑施工结构及工艺
CN114382175A (zh) * 2020-10-21 2022-04-22 华电重工机械有限公司 一种建筑用抗断裂型钢结构
CN112726825B (zh) * 2021-01-05 2024-04-19 中冶京诚工程技术有限公司 连续箱型吊车梁与格构式柱的连接节点结构
CN112726825A (zh) * 2021-01-05 2021-04-30 中冶京诚工程技术有限公司 连续箱型吊车梁与格构式柱的连接节点结构
CN113622520A (zh) * 2021-08-03 2021-11-09 青岛中建联合集团有限公司 一种抗压隔音效果好的住宅用装配式钢结构
CN114232844A (zh) * 2021-12-16 2022-03-25 中建五局第三建设有限公司 一种全装配式建筑的剪力墙体系及其墙板模块预制方法
CN114232844B (zh) * 2021-12-16 2023-08-25 中建五局第三建设有限公司 一种全装配式建筑的剪力墙体系及其墙板模块预制方法

Similar Documents

Publication Publication Date Title
WO2016077943A1 (zh) 建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构
CN103352563B (zh) 自承板式钢筋网架组合模板及其施工方法
US20130283721A1 (en) Steel frame structure using u-shaped composite beam
KR102079008B1 (ko) 단부모멘트 및 휨 저항력이 보강된 보와 기둥의 이-지(ez) 결합구조
CN111206680B (zh) 一种组合楼盖框架结构建筑系统
CN112922208A (zh) 钢筋桁架楼承板的施工方法
CN201747060U (zh) 组装式模板桁架支撑
CN108086674A (zh) 一种屋面板吊模及屋面板的施工方法
CN207700680U (zh) 一种屋面板吊模
CN107060112B (zh) 一种钢管束混凝土柱与楼层梁连接用梳型连接件
CN112854438A (zh) 一种外露平板网架楼板和外露桁架梁的装配式混凝土框架体系
CN103790376A (zh) 用于双曲面建筑物施工的墙体模架及墙体的施工方法
CN111041986A (zh) 现浇连续箱梁支模体系及施工方法
CN205776981U (zh) 一种楼板和制作楼板的结构
WO2015051551A1 (zh) 一种建筑物及其施工方法
CN111593874A (zh) 超高层住宅转换层超重外挑悬空构件支撑系统及施工方法
CN112049415A (zh) 一种挑檐支模的施工方法
KR100277608B1 (ko) 입체 트러스 바닥 구조체 및 그 축조 방법
CN213204915U (zh) 超高层住宅转换层超重外挑悬空构件支撑系统
CN211899626U (zh) 支撑早拆结构
CN204298950U (zh) 多连柱建筑支撑结构
CN116290373B (zh) 一种梯形钢管混凝土柱钢框架装配式住宅体系及施工方法
CN219569550U (zh) 用于水平预制构件现浇部位的吊模结构
CN219973891U (zh) 一种无梁楼盖折线柱帽定型化支模结构
WO2023123319A1 (zh) 一种装配式剪力墙

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: 14906493

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 14906493

Country of ref document: EP

Kind code of ref document: A1