WO2015096192A1 - 一种建筑立柱系统 - Google Patents

一种建筑立柱系统 Download PDF

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Publication number
WO2015096192A1
WO2015096192A1 PCT/CN2014/001163 CN2014001163W WO2015096192A1 WO 2015096192 A1 WO2015096192 A1 WO 2015096192A1 CN 2014001163 W CN2014001163 W CN 2014001163W WO 2015096192 A1 WO2015096192 A1 WO 2015096192A1
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Prior art keywords
column
building
seat
plate
main board
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PCT/CN2014/001163
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English (en)
French (fr)
Inventor
潘存勋
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仙泊绿建筑有限公司
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Publication of WO2015096192A1 publication Critical patent/WO2015096192A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal

Definitions

  • the invention relates to the field of construction, and in particular to a building column system.
  • the pillars in the construction field not only have cumbersome processes and high cost in the assembly process, but also require more raw materials in the assembly process to cause great harm to the environment, and in the case of earthquakes and wind swings
  • the structural strength is low due to the lateral thrust of the column and the instability of the static load.
  • the technical problem to be solved by the present invention is to provide a building column system which is simpler in assembly process and high in structural strength in view of the problems of the prior art described above.
  • the building column system comprising: a column body, a lower main board, an upper main board, a first column seat disposed on the upper main board, and a second column disposed on the lower main board a post, wherein the first post and the second post are facing each other, the post is connected between the first post and the second post respectively and fixed between the upper main plate and the lower post plate, and At least two reinforcing plates are arranged on the cylinder.
  • the two ends of the column are respectively provided with studs protruding outward, and the studs at the two ends of the column are respectively inserted into the jacks of the first post and the jacks of the second post in.
  • the column is provided with a foamed cement layer to provide sound insulation, fire prevention and heat preservation effects.
  • the cylinder is fixedly connected to the first column seat and the second column seat by a flange and a screw.
  • the adjacent reinforcing plates are perpendicular to each other or in the same plane.
  • the stiffener is welded to the cylinder.
  • the reinforcing plate is arcuate.
  • the present invention has the following advantages; the building column system provided by the present invention inserts the first column head and the second column head at both ends of the column body into the upper column beam plate and the lower column beam plate respectively, and the sleeve
  • the assembly of the cartridge is simple to assemble, convenient for inspection and maintenance, and can save a lot of raw materials, which not only reduces the cost but also contributes to environmental protection and energy saving, and the various arrangement modes of the reinforcing plate can be generated in the case of earthquake and wind swing. Stable horizontal thrust and static load, high structural strength and wide application range.
  • FIG. 1 is a schematic structural view of a building pillar system according to a first embodiment of the present invention.
  • FIG. 2 is a schematic structural view of a cylinder and two reinforcing plates in the first embodiment of the present invention.
  • Figure 3 is a plan view showing the connection of the cylinder and the two reinforcing plates in the first embodiment of the present invention.
  • FIG. 4 is a plan view showing the connection of the cylinder and the three reinforcing plates in the second embodiment of the present invention.
  • Figure 5 is a plan view showing the connection of the cylinder and the four reinforcing plates in the third embodiment of the present invention.
  • a building pillar system according to a first embodiment of the present invention includes an upper main beam plate 6, a lower main beam plate 2, a first column seat 7 having a socket, and a second socket having a socket.
  • the column seat 1 is connected to the column 5 between the upper main beam plate 6 and the lower main beam plate 2.
  • the first column seat 7 is disposed on the upper main beam plate 6, and the opening of the first column seat 7 is downward.
  • the second column seat 1 is disposed on the lower main beam plate 2, the opening of the second column seat 1 is upward, and the second column seat 1 is vertically corresponding to the first column seat 7.
  • the first column head 10 and the second column head 11 projecting outward are respectively disposed at two ends of the column body 5, and the first column head 10 and the second column head 11 are respectively fitted into the insertion hole and the second column seat of the first column base 7
  • the assembly method of the sleeve insertion is very simple, which is convenient for inspection and maintenance, and can save a large amount of raw materials, which not only reduces the cost but also contributes to environmental protection and energy conservation.
  • the column body 5 is welded with at least two reinforcing plates whose outer side edges are arc-shaped, and the number of the reinforcing plates may be two or more.
  • the number of the reinforcing plates depends on the structural strength requirement, and the adjacent reinforcement
  • the plates are perpendicular to each other or in the same plane; in this embodiment, two reinforcing plates, that is, the first reinforcing plate 3 and the second reinforcing plate 4, the two reinforcing plates 3, 4 are located in the same plane, see the figure 2 and Figure 3, and the arc-shaped stiffener can produce a more stable lateral thrust and static load in the case of earthquakes and wind swings.
  • the upper end of the cylinder 5 and the first column base 7 are respectively fixedly connected by a first flange 8 and a screw, and the lower end of the cylinder 5 and the second column seat 1 also pass through the second flange 9 and Screw fixed connection.
  • a first column seat 7 is arranged on the upper main beam plate 6, and a second column seat 1 is arranged on the lower main beam plate 2, and the column 5 is raised.
  • a stud head 10 is inserted into the upper column beam through the first column seat 7
  • the second column head 11 projecting from the column 5 is inserted into the lower column beam plate 2 through the second column seat 1, and the column 5 and the first column block 7 are fixed by the first flange 8
  • the second flange 9 fixes the cylinder 5 and the second column 1, and finally welds the reinforcing plate to the cylinder 5 as required.
  • the difference between the second embodiment and the first embodiment is that three reinforcing plates are welded on the column 5, and the first reinforcing plate 3 and the third reinforcing plate 12 and the first reinforcing plate The four reinforcing plates 13 are perpendicular to each other.
  • the difference between the third embodiment and the first embodiment is that the pillar 5 is welded with four reinforcing plates, the first reinforcing plate 3, the second reinforcing plate 4, and the third.
  • the reinforcing plate 12 and the fourth reinforcing plate 13 are perpendicular to each other and are distributed in a cross shape as a whole.
  • the building column system provided by the present invention inserts the first column head and the second column head at both ends of the column body into the upper column beam plate and the lower column beam plate respectively, and the assembly method of the sleeve insertion is simple and convenient. Inspection and maintenance can save a lot of raw materials, not only reduce the cost but also contribute to environmental protection and energy saving, and the various settings of the reinforcing plate can produce more stable lateral thrust and static load in the case of earthquake and wind swing. High structural strength and wide application range.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

一种建筑立柱系统，包括柱体（5）、下主板（2）、上主板（6）、设在上主板（6）上的第一柱座（7）和设在下主板（2）上的第二柱座（1）。柱体（5）分别通过第一柱座（7）和第二柱座（1）固定在上主板（6）和下主板（2）之间，柱体（5）上设有至少两个加强板（3, 4）。该建筑立柱系统组装简单，便于检查和维修，且加强板（3, 4）的设置可在地震和风摆的情况下产生更加稳固的横推力和静载力，结构强度高。

Description

一种建筑立柱系统 技术领域
本发明涉及建筑领域，尤其涉及一种建筑立柱系统。
背景技术
目前，在建筑领域中的立柱不仅在组装过程中存在工序繁琐、成本较高的问题，而且在组装过程中需要较多原材料会对环境造成很大的危害，并且在地震和风摆发生的情况下由于立柱的横推力和静载力不稳固会造成结构强度低的问题。
因此，针对以上普通建筑立柱组装过程中工序繁琐和结构强度低的问题，需要提供一种新的建筑立柱系统。
发明内容
本发明所要解决的技术问题是针对上述现有技术存在的问题，提供一种组装工序更加简单、结构强度高的建筑立柱系统。
本发明解决上述技术问题所采用的技术方案为：该建筑立柱系统，其特征在于：包括柱体、下主板、上主板、设置在上主板上的第一柱座、设置在下主板上的第二柱座，其中，所述第一柱座、第二柱座正对，所述柱体分别连接第一柱座和第二柱座而固定在所述上主板和下柱板之间，并且，所述柱体上设有至少两个加强板。
优选地，所述柱体的两端分别设有向外侧凸起的柱头，所述柱体两端的柱头分别套合插入在所述第一柱座的插孔中和第二柱座的插孔中。
优选地，所述柱体中设有发泡水泥层，以起到隔音、防火和保温的效果。
优选地，所述柱体与所述第一柱座，所述第二柱座之间均通过法兰盘和螺钉固定连接。
优选地，相邻的所述加强板相互垂直或位于同一平面内。
优选地，所述加强板焊接在所述柱体上。
优选地，所述加强板为圆弧状的。
与现有技术相比，本发明的具有如下优点；本发明所提供的建筑立柱系统通过将柱体两端的第一柱头和第二柱头分别套合插入在上柱梁板和下柱梁板中，套盒插入的组装方式简单，方便于检查和维修，能够节省大量的原材料，不仅降低了成本还为环保节能做出了贡献，且加强板的多种设置方式可在地震和风摆的情况下产生更加稳固的横推力和静载力，结构强度高，适用范围广。
附图说明
图1是本发明实施例一的建筑立柱系统的结构示意图。
图2是本发明实施例一中柱体与两个加强板的结构示意图。
图3是本发明实施例一中柱体与两个加强板连接的俯视图。
图4是本发明实施例二中柱体与三个加强板连接的俯视图。
图5是本发明实施例三中柱体与四个加强板连接的俯视图。
图中标号与对应的部件名称：1：第二柱座；2；下主梁板；3；第一加强板；4：第二加强板；5：柱体；6：上主梁板；7：第一柱座；8：第一法兰盘；9：第二法兰盘；10：第一柱头；11：第二柱头；12：第三加强板；13：第四加强板。
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。
如图1～图3所示，为本发明实施例一的建筑立柱系统，其包括上主梁板6、下主梁板2、具有插孔的第一柱座7、具有插孔的第二柱座1、连接在上主梁板6与下主梁板2之间的柱体5。
其中，第一柱座7设置在上主梁板6上，第一柱座7插孔的开口向下。
第二柱座1设置在下主梁板2上，第二柱座1插孔的开口向上，第二柱座1与第一柱座7垂直对应。
柱体5两端分别设置有向外侧凸起的第一柱头10和第二柱头11，第一柱头10和第二柱头11分别套合插入在第一柱座7的插孔和第二柱座1的插孔中，这种套合插入的组装方式非常简单，方便于检查和维修，且能够节省大量的原材料，不仅降低了成本还为环保节能做出了贡献。
所述柱体5上至少焊接有两个外侧边沿呈圆弧状的加强板，加强板的个数可以是两个或两个以上，加强板的数量取决于结构强度的需求，相邻的加强板相互垂直或位于同一平面内；在本实施例中，为两个加强板，即，第一加强板3和第二加强板4，这两个加强板3、4位于同一平面内，参见图2和图3所示，而圆弧状的加强板可在地震和风摆的情况下产生更加稳固的横推力和静载力。
所述柱体5的上端与第一柱座7之间分别通过第一法兰盘8和螺钉固定连接，柱体5的下端与第二柱座1之间也通过第二法兰盘9和螺钉固定连接。
另外，柱体5中设有发泡水泥层。
本发明提供的建筑立柱系统在安装时，首先在上主梁板6上设有第一柱座7，再在下主梁板2上设有第二柱座1，将柱体5凸起的第一柱头10通过第一柱座7插入上柱梁 板6中，将柱体5凸起的第二柱头11通过第二柱座1插入下柱梁板2中，再用第一法兰盘8固定柱体5和第一柱座7，用第二法兰盘9固定柱体5和第二柱座1，最后根据需求在柱体5上焊接加强板。
如图4所示，为本发明实施例二，本实施例二与实施例一的区别点在于：柱体5上焊接三个加强板，第一加强板3分别与第三加强板12和第四加强板13相互垂直。
如图5所示，为本发明实施例三，本实施例三与实施例一的区别点在于：柱体5上焊接四个加强板，第一加强板3、第二加强板4、第三加强板12和第四加强板13相互垂直，整体呈十字分布。
综上所述，本发明所提供的建筑立柱系统通过将柱体两端的第一柱头和第二柱头分别套合插入在上柱梁板和下柱梁板中，套合插入的组装方式简单，方便于检查和维修，能够节省大量的原材料，不仅降低了成本还为环保节能做出了贡献，且加强板的多种设置方式可在地震和风摆的情况下产生更加稳固的横推力和静载力，结构强度高，适用范围广。
以上实施例仅用以说明本发明的技术方案，而非对其限制；尽管参照前述实施例对本发明进行了详细的说明，本领域的普通技术人员应当理解；其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换；而这些修改或者替换，并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。

Claims (7)

  1. 一种建筑立柱系统，其特征在手：包括柱体(5)、下主板(2)、上主板(6)、设置在上主板(6)上的第一柱座(7)、设置在下主板(2)上的第二柱座(1)，其中，所述第一柱座(7)、第二柱座(1)正对，所述柱体(5)分别连接第一柱座(7)和第二柱座(1)而固定在所述上主板(6)和下柱板(2)之间，并且，所述柱体(5)上设有至少两个加强板。
  2. 根据权利要求1所述的建筑立柱系统，其特征在于：所述柱体(5)的两端分别设有向外侧凸起的柱头(10、11)，所述柱体(5)两端的柱头(10、11)分别套合插入在所述第一柱座(7)的插孔中和第二柱座(1)的插孔中。
  3. 根据权利要求1或2所述的建筑立柱系统，其特征在于：所述柱体(5)中设有发泡水泥层。
  4. 根据权利要求1或2所述的建筑立柱系统，其特征在于：所述柱体(5)的两端与所述第一柱座(7)、所述第二柱座(1)之间均通过法兰盘和螺钉固定连接。
  5. 根据权利要求1所述的建筑立柱系统，其特征在于：相邻的所述加强板相互垂直或位于同一平面内。
  6. 根据权利要求1或5所述的建筑立柱系统，其特征在于：所述加强板焊接在所述柱体(5)上。
  7. 根据权利要求1或5所述的建筑立柱系统，其特征在于：所述加强板的外侧边沿为圆弧状的。
PCT/CN2014/001163 2013-12-27 2014-12-23 一种建筑立柱系统 WO2015096192A1 (zh)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203640161U (zh) * 2013-12-27 2014-06-11 潘存勋 一种建筑立柱系统
WO2016077943A1 (zh) * 2014-11-17 2016-05-26 仙泊绿建筑有限公司 建筑支撑单元及应用有该建筑支撑单元的建筑支撑结构

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CN201512863U (zh) * 2009-09-04 2010-06-23 张跃 一种建筑立柱
CN203334544U (zh) * 2013-05-14 2013-12-11 潘存勋 一种建筑立柱
CN203640161U (zh) * 2013-12-27 2014-06-11 潘存勋 一种建筑立柱系统
CN204059585U (zh) * 2014-07-25 2014-12-31 潘存勋 一种建筑立柱系统
CN204059586U (zh) * 2014-07-25 2014-12-31 潘存勋 一种建筑立柱系统

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CN201512863U (zh) * 2009-09-04 2010-06-23 张跃 一种建筑立柱
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CN203640161U (zh) * 2013-12-27 2014-06-11 潘存勋 一种建筑立柱系统
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CN204059586U (zh) * 2014-07-25 2014-12-31 潘存勋 一种建筑立柱系统

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