WO2004055270A1 - A triangular overhead terrace assembly - Google Patents

A triangular overhead terrace assembly Download PDF

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Publication number
WO2004055270A1
WO2004055270A1 PCT/CN2003/001034 CN0301034W WO2004055270A1 WO 2004055270 A1 WO2004055270 A1 WO 2004055270A1 CN 0301034 W CN0301034 W CN 0301034W WO 2004055270 A1 WO2004055270 A1 WO 2004055270A1
Authority
WO
WIPO (PCT)
Prior art keywords
overhead
triangular
foundation
terrace
composite floor
Prior art date
Application number
PCT/CN2003/001034
Other languages
French (fr)
Chinese (zh)
Inventor
Jingxun Luo
Original Assignee
Jingxun Luo
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=29747149&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=WO2004055270(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority to US10/556,850 priority Critical patent/US20070053745A1/en
Application filed by Jingxun Luo filed Critical Jingxun Luo
Priority to EP03778216A priority patent/EP1577441A4/en
Priority to AU2003289605A priority patent/AU2003289605A1/en
Publication of WO2004055270A1 publication Critical patent/WO2004055270A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/001—Pavings made of prefabricated single units on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements

Definitions

  • the invention relates to a triangular overhead combined floor member. Background technique
  • the purpose of the present invention is to solve the above-mentioned problems and eliminate the above-mentioned disadvantages, that is, to propose a triangular overhead composite floor member that solves the warping caused by the edge load of the component, the formation of the layer is slurry, the surface water of the floor is eliminated, and the water source of the floor is communicated.
  • the triangular overhead composite floor member of the present invention is composed of a triangular planar member and an overhead foundation member. On the ground foundation, the overhead foundation member is supplemented according to the design position, and the triangular planar members are sequentially laid on the On the overhead foundation members, a triangular overhead composite floor is formed. The three corners of the triangular planar member in the triangular overhead composite floor are all mounted in the middle of the overhead foundation member.
  • the edge bearing of the triangular planar member is conducted by the combination of the members as the center bearing of the overhead foundation member, so that the ground foundation has a more effective area bearing capacity.
  • the triangular composite floor has a stable composite plane, and because the surface of the triangular composite floor is higher than the water level in the stratum, when the surface of the triangular composite floor is exposed to water, the water will quickly pass through the combination of the triangular planar components.
  • the gap flows into the lower-level overhead storage and drainage space, seeps into the ground or flows into the drainage pipeline.
  • FIG. 1 is a schematic (partial) plan view of a triangular overhead composite floor member of the present invention.
  • Fig. 2 is a sectional view of Fig. 1 A-A
  • the overhead foundation member 2 is supplemented in order.
  • the bottom of the overhead foundation member 2 is a regular hexagonal cone, and the upper part is a hexagonal center pillar 3.
  • the mounting surface of the triangular plane member 1; the triangular plane member 1 is an equilateral triangle with a chamfered angle, and the sides of the chamfered angle correspond to the length of the hexagonal side of the center pillar 3.
  • the triangle plane member 1 and the center pillar 3 correspond to each other on an overhead foundation
  • the component 2 constitutes an overhead combined floor. When the surface of the floor is exposed to water, the water level 4 level penetrates into the ground or flows into the drainage pipe.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Floor Finish (AREA)

Abstract

The present invention discloses a triangular overhead terrace assembly characterized by that: overhead base members arc arranged to the designed positions on the ground base, and triangular plate members each of which is an equilateral triangle with three cutting angles are laid on the overhead base members in order so as to construct a triangular overhead combined terrace. A lower part and an upper part of each of the overhead base member are a regular hexagon cone and a center hexagon column respectively, a step is provided between the lower part and the upper part, and each of the triangular plate members is rested on the faces of the steps, wherein the side length of the cutting angle is corresponding to the side length of the center hexagon column. The terrace assembly according to the present invention can eliminate water on the terrace surface as well as facilitate the construction.

Description

三角形架空组合地坪构件  Triangular overhead composite floor member
技术领域 Technical field
本发明涉及一种三角形架空组合地坪构件。 背景技术  The invention relates to a triangular overhead combined floor member. Background technique
目前， 构件地坪已有多种设计如： 四方形、 多边形、 三角形等等， 但在 建成使用时会遇到因构件边缘承载造成翘裂、 地层起浆， 还会因难以控制的 地坪施工误差和地坪自然沉降形成地坪表面积水， 更因封闭式的地坪构筑阻 断地层水源， 造成地下水环境影响。 发明的公开  At present, there are various designs of component floors such as squares, polygons, triangles, etc., but when they are built and used, they will encounter warping due to component edge loading, slurry formation, and difficult to control floor construction. The error and the natural settlement of the floor form the surface water of the floor, and the closed floor construction blocks the ground water source, which causes the groundwater environment impact. Disclosure of invention
本发明的目的是针对上述存在问题,消除上述不利因素，即提出一种解决 因构件边缘承载造成翘裂、 地层起浆， 消除地坪表面积水， 沟通地层水源的 三角形架空组合地坪构件。  The purpose of the present invention is to solve the above-mentioned problems and eliminate the above-mentioned disadvantages, that is, to propose a triangular overhead composite floor member that solves the warping caused by the edge load of the component, the formation of the layer is slurry, the surface water of the floor is eliminated, and the water source of the floor is communicated.
本发明的目的是这样实现的， 本发明三角形架空组合地坪构件是由三角 形平面构件和架空基础构件所组成， 在地层基础上， 按设计位置辅设架空基 础构件， 三角形平面构件按序铺设在架空基础构件上， 构成三角形架空组合 地坪。 在三角形架空组合地坪中三角形平面构件的三只角都分别搭载在架空 基础构件的中间部位。  The object of the present invention is achieved in this way. The triangular overhead composite floor member of the present invention is composed of a triangular planar member and an overhead foundation member. On the ground foundation, the overhead foundation member is supplemented according to the design position, and the triangular planar members are sequentially laid on the On the overhead foundation members, a triangular overhead composite floor is formed. The three corners of the triangular planar member in the triangular overhead composite floor are all mounted in the middle of the overhead foundation member.
由于采用了上述方案， 三角形平面构件的边缘承载由构件的组合传导为 架空基础构件的中心承载， 使地层基础产生更有效面积的承载力， 同时因三 角形的稳定性， 和架空基础构件中心立柱的定位作用， 三角形架空组合地坪 有着稳定的组合平面， 还因架空组合地坪表面高于地层积水高度， 当三角形 架空组合地坪表面受水时， 水会很快通过三角形平面构件间的组合缝隙流入 下层架空的蓄排水空间， 渗入地层或流入排水管道。  Due to the adoption of the above scheme, the edge bearing of the triangular planar member is conducted by the combination of the members as the center bearing of the overhead foundation member, so that the ground foundation has a more effective area bearing capacity. At the same time, due to the stability of the triangle and the center column of the overhead foundation member, For positioning, the triangular composite floor has a stable composite plane, and because the surface of the triangular composite floor is higher than the water level in the stratum, when the surface of the triangular composite floor is exposed to water, the water will quickly pass through the combination of the triangular planar components. The gap flows into the lower-level overhead storage and drainage space, seeps into the ground or flows into the drainage pipeline.
下面结合附图和实施例对本发明进行进一步说明。 附图的简要说明  The invention is further described below with reference to the drawings and embodiments. Brief description of the drawings
图 1是本发明三角形架空组合地坪构件的组合 （局部） 俯视示意图。 图 2是图 1 A— A的剖视图  FIG. 1 is a schematic (partial) plan view of a triangular overhead composite floor member of the present invention. Fig. 2 is a sectional view of Fig. 1 A-A
图中图号： 1三角形平面构件， 2架空基础构件， 3中心立柱， 4积水平 面， 5地层。 实现本发明的最佳方式 Numbers in the picture: 1 triangular plane member, 2 overhead foundation members, 3 central pillars, 4 accumulation level, 5 strata Best way to implement the invention
在图中： 地层 5上， 架空基础构件 2按序辅设， 架空基础构件 2的底部 为正六边形的锥形体， 上部为一个六角形中心立柱体 3， 之间有一个台阶， 阶面为三角形平面构件 1的搭载面;三角形平面构件 1是切角的等边三角形， 切角的边长于中心立柱 3的六角边长相对应， 三角形平面构件 1与中心立柱 3边长相对应搭构在架空基础构件 2上， 构成架空组合地坪， 当地坪表面受 水时， 水限积水平面 4高度渗入地层或流入排水管道。  In the figure: On the ground layer 5, the overhead foundation member 2 is supplemented in order. The bottom of the overhead foundation member 2 is a regular hexagonal cone, and the upper part is a hexagonal center pillar 3. There is a step between the steps. The mounting surface of the triangular plane member 1; the triangular plane member 1 is an equilateral triangle with a chamfered angle, and the sides of the chamfered angle correspond to the length of the hexagonal side of the center pillar 3. The triangle plane member 1 and the center pillar 3 correspond to each other on an overhead foundation The component 2 constitutes an overhead combined floor. When the surface of the floor is exposed to water, the water level 4 level penetrates into the ground or flows into the drainage pipe.

Claims

权 利 要 求 Rights request
1、一种三角形架空组合地坪构件，其特征在于： 在地层基础上按设计位 置铺设架空基础构件， 三角形平面构件按序铺设在架空基础构件上。 1. A triangular overhead composite floor member, characterized in that: the aerial foundation member is laid at the design position on the ground foundation, and the triangular plane member is sequentially laid on the overhead foundation member.
2、根据权利要求 1所述的三角形架空组合地坪构件，其特征在于：铺设 在架空基础构件上的三角形平面构件是切角的等边三角形， 切角的边长与中 心立柱的六角边长相对应。  2. The triangular overhead composite floor member according to claim 1, characterized in that: the triangular planar member laid on the overhead foundation member is a chamfered equilateral triangle, and the length of the side of the chamfered angle is equal to the length of the hexagonal side of the center column. correspond.
3、根据权利要求 1或 2所述的三角形架空组合地坪构件，其特征在于：架空 基础构件的底部为正六边形的锥形体， 上部为一个六角形中心立柱体， 之间 有一个台阶， 阶面为三角形平面构件的搭载面。  3. The triangular overhead composite floor member according to claim 1 or 2, characterized in that the bottom of the overhead base member is a regular hexagonal cone, and the upper part is a hexagonal central pillar with a step between them. The step surface is a mounting surface of a triangular planar member.
PCT/CN2003/001034 2002-12-05 2003-12-03 A triangular overhead terrace assembly WO2004055270A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US10/556,850 US20070053745A1 (en) 2002-12-05 2003-03-12 Triangular raised terrace assembly
EP03778216A EP1577441A4 (en) 2002-12-05 2003-12-03 A triangular overhead terrace assembly
AU2003289605A AU2003289605A1 (en) 2002-12-05 2003-12-03 A triangular overhead terrace assembly

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN02290257U CN2595884Y (en) 2002-12-05 2002-12-05 Triangular overhead ground floor member
CN02290257.0 2002-12-05

Publications (1)

Publication Number Publication Date
WO2004055270A1 true WO2004055270A1 (en) 2004-07-01

Family

ID=29747149

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2003/001034 WO2004055270A1 (en) 2002-12-05 2003-12-03 A triangular overhead terrace assembly

Country Status (5)

Country Link
US (1) US20070053745A1 (en)
EP (1) EP1577441A4 (en)
CN (1) CN2595884Y (en)
AU (1) AU2003289605A1 (en)
WO (1) WO2004055270A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101892651B (en) * 2010-07-06 2011-05-04 武汉大学 Hollow round platform bank protection structure
HU228155B1 (en) * 2010-09-15 2012-12-28 Adam Balint Interconnected building, covering or puzzle elements and method for manufacturing them
CN104911969B (en) * 2015-04-17 2017-02-01 中国民航大学 Load dispersion pavement structure
USD1019344S1 (en) * 2022-03-22 2024-03-26 Ricetti Holdings LLC Spacer for pavers

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19522570A1 (en) * 1995-06-26 1997-01-02 Eberhard Alf Hans Hexagonal flat block for building
CN1314524A (en) * 2000-03-21 2001-09-26 财团法人台北市七星农田水利研究发展基金会 Fixer for pedestrian paving tile

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1134770A (en) * 1955-06-03 1957-04-17 Composition and organization of construction elements suitable for creating areas, slabs, coverings, roofs and capable of becoming self-supporting and remaining watertight under the effect of certain deformations
US2967594A (en) * 1956-02-09 1961-01-10 Arthur F Deam Column and beam connection
US3096695A (en) * 1957-11-07 1963-07-09 Reinhardt John Foundation for buildings, roads or the like
GB1335829A (en) * 1970-02-21 1973-10-31 Central Flooring Ltd Flooring
US4480414A (en) * 1982-09-24 1984-11-06 Tschudy Donald B Building construction
DE3445127A1 (en) * 1984-12-11 1986-06-19 Karl Dipl.-Ing. Dr.techn. 6238 Hofheim Grund SOLE CONSTRUCTION FOR A WASTE DISCHARGE

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19522570A1 (en) * 1995-06-26 1997-01-02 Eberhard Alf Hans Hexagonal flat block for building
CN1314524A (en) * 2000-03-21 2001-09-26 财团法人台北市七星农田水利研究发展基金会 Fixer for pedestrian paving tile

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP1577441A4 *

Also Published As

Publication number Publication date
EP1577441A4 (en) 2006-12-13
AU2003289605A1 (en) 2004-07-09
US20070053745A1 (en) 2007-03-08
CN2595884Y (en) 2003-12-31
EP1577441A1 (en) 2005-09-21

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