CN204357020U - Ancient building eaves structure - Google Patents

Ancient building eaves structure Download PDF

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Publication number
CN204357020U
CN204357020U CN201420793090.XU CN201420793090U CN204357020U CN 204357020 U CN204357020 U CN 204357020U CN 201420793090 U CN201420793090 U CN 201420793090U CN 204357020 U CN204357020 U CN 204357020U
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ancient building
oblique
eaves structure
building eaves
structure according
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商健
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Zhongheng Design Group Co ltd
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Suzhou Industrial Park Design and Research Institute Co Ltd
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Abstract

本实用新型公开了一种古建筑屋檐结构,其包括框架柱以及架设在所述框架柱上的主梁,水平设置在所述主梁上的次梁,所述主梁和次梁上还设置有倾斜向外侧和下方延伸以构成屋檐结构的斜梁,其特征在于:所述框架柱上设置有倾斜向外侧和上方延伸的斜撑,所述斜撑的自由端连接在所述斜梁上。本实用新型的有益效果:传力直接可靠:面荷载通过板传给梁,再通过梁及斜撑传给柱,充分实现钢筋混凝土材料的性能;构造简洁:可不设置混凝土结构柱,有利于建筑随意的改变外立面效果,任意摆放立面上可见造型柱的位置;经济性:省去很多外立面上混凝土结构柱的用料及施工费用;适用性:可通过调整屋檐出挑长度实现承载力的提升,不需要做结构柱影响建筑效果。

The utility model discloses an ancient building eaves structure, which comprises a frame column and a main beam erected on the frame column, a secondary beam horizontally arranged on the main beam, and the main beam and the secondary beam are further arranged There are oblique beams extending obliquely to the outside and below to form the eave structure, characterized in that: the frame columns are provided with oblique braces extending obliquely to the outside and above, and the free ends of the oblique braces are connected to the oblique beams . Beneficial effects of the utility model: force transmission is direct and reliable: the surface load is transmitted to the beam through the slab, and then transmitted to the column through the beam and the diagonal brace, fully realizing the performance of the reinforced concrete material; the structure is simple: no concrete structural column is required, which is beneficial to the building Change the effect of the facade at will, arbitrarily place the position of the visible styling columns on the facade; economy: save a lot of materials and construction costs of concrete structural columns on the facade; applicability: can be achieved by adjusting the length of the overhanging eaves The improvement of bearing capacity does not require structural columns to affect the architectural effect.

Description

古建筑屋檐结构Ancient building roof structure

技术领域 technical field

本实用新型属于建筑领域,具有涉及一种古建筑屋檐结构。 The utility model belongs to the construction field and relates to an ancient building eaves structure.

背景技术 Background technique

目前,在仿古建筑中,建筑的主体骨架仍为混凝土结构。对于一些仿古建筑,局部木构部分尤其是屋檐部分的做法要求极为严格,导致结构部分构件尺寸受限,不容易实现。例如:唐氏古建的外部廊道上空为木构吊顶,柱顶有斗拱,同时廊道宽度较大,廊道外侧柱子尺寸较小,不满足混凝土相关规范对柱尺寸的要求。此外,仿古建筑中木构部分上空空间有限,混凝土结构不易实现。 At present, in the antique buildings, the main skeleton of the building is still a concrete structure. For some antique buildings, the requirements for local timber structures, especially the eaves, are extremely strict, resulting in the limited size of the structural components, which is not easy to realize. For example: the outer corridor of Tang’s ancient building has a wooden suspended ceiling with bucket arches on the top of the columns. At the same time, the width of the corridor is relatively large, and the size of the columns on the outside of the corridor is small, which does not meet the requirements of the relevant concrete specifications for column size. In addition, the space above the wooden part of the antique building is limited, and the concrete structure is not easy to realize.

实用新型内容 Utility model content

针对上述问题,本实用新型提供一种结构稳固、经济适用的古建筑屋檐结构。 In view of the above problems, the utility model provides a stable, economical and applicable ancient building eave structure.

本实用新型的技术方案是提供一种古建筑屋檐结构,其包括框架柱以及架设在所述框架柱上的主梁,水平设置在所述主梁上的次梁,所述主梁和次梁上还设置有倾斜向外侧和下方延伸以构成屋檐结构的斜梁,其特征在于:所述框架柱上设置有倾斜向外侧和上方延伸的斜撑,所述斜撑的自由端连接在所述斜梁上。 The technical scheme of the utility model is to provide an ancient building eaves structure, which includes a frame column and a main beam erected on the frame column, a secondary beam horizontally arranged on the main beam, and the main beam and the secondary beam There are also oblique beams extending obliquely to the outside and below to form the eave structure. on the beam.

优选的,所述主梁包括相互平行的上梁和下梁,所述上梁和下梁之间设置有填充墙,所述下梁与所述斜梁之间设置有所述斜撑。 Preferably, the main beam includes an upper beam and a lower beam parallel to each other, a filling wall is arranged between the upper beam and the lower beam, and the diagonal brace is arranged between the lower beam and the inclined beam.

优选的,每个所述次梁对应的位置均设置一所述斜撑。 Preferably, a diagonal brace is provided at a position corresponding to each of the secondary beams.

优选的,所述填充墙与所述斜撑连接处采用全梁箍筋加密结构。 Preferably, the connection between the filling wall and the diagonal brace adopts a full-beam stirrup encryption structure.

优选的,所述主梁与所述斜撑连接处采用纵向钢筋或箍筋直径加一级。 Preferably, the connection between the main girder and the diagonal bracing adopts a longitudinal reinforcement or a stirrup diameter plus one grade.

优选的,所述斜梁采用拉弯构件。 Preferably, the inclined beam adopts a tension-bend member.

优选的,所述斜撑均为压弯构件。 Preferably, the braces are all compression and bending members.

本实用新型的古建筑屋檐结构引进数学中三角形具有稳定性的概念,在屋面体系里加入斜撑,使斜梁与斜撑形成简洁的受力体系,可以解决仿古建筑中木构部分上空空间有限,混凝土结构不易实现的问题,也实现了结构上传力合理的效果。其还具有以下有益效果:传力直接可靠:面荷载通过板传给梁,再通过梁及斜撑传给柱,充分实现钢筋混凝土材料的性能;构造简洁:仿古建筑中常有外立面上出现大量柱子的造型,此种做法可不设置混凝土结构柱,有利于建筑随意的改变外立面效果,任意摆放立面上可见造型柱的位置;经济性:省去很多外立面上混凝土结构柱的钢筋混凝土用料及施工费用;适用性:可通过调整屋檐出挑长度实现承载力的提升,不需要做结构柱影响建筑效果。 The ancient building eaves structure of the utility model introduces the concept that triangles have stability in mathematics, and adds diagonal braces to the roof system, so that the inclined beams and diagonal braces form a simple force-bearing system, which can solve the limited space above the wooden structure in the antique buildings , the problem that the concrete structure is not easy to realize, also realizes the effect of reasonable force transmission on the structure. It also has the following beneficial effects: direct and reliable force transmission: the surface load is transmitted to the beam through the plate, and then transmitted to the column through the beam and the diagonal brace, fully realizing the performance of the reinforced concrete material; the structure is simple: in the antique building, there are often appearances on the facade. The shape of a large number of columns, this method does not need to set up concrete structural columns, which is conducive to changing the facade effect of the building at will, and arbitrarily placing the position of the visible styling columns on the facade; economical: save a lot of concrete structural columns on the facade Reinforced concrete materials and construction costs; Applicability: The bearing capacity can be improved by adjusting the length of the eaves overhangs, and there is no need to make structural columns to affect the architectural effect.

附图说明 Description of drawings

图1是本实用新型一种古建筑屋檐结构的剖视结构示意图; Fig. 1 is the sectional structure schematic diagram of a kind of ancient building eaves structure of the utility model;

图2是本实用新型一种古建筑屋檐结构的俯视结构示意图; Fig. 2 is a schematic view of the overhead structure of a kind of ancient building eaves structure of the utility model;

图3是图2中1-1处剖视图; Fig. 3 is a sectional view at 1-1 in Fig. 2;

图4是图2中2-2处剖视图。 Fig. 4 is a sectional view at 2-2 in Fig. 2 .

具体实施方式 Detailed ways

下面对本实用新型的具体实施方式作进一步详细的描述。 The specific implementation manner of the present utility model is described in further detail below.

如图1至图4所示,本实用新型提供一种古建筑屋檐结构,其包括框架柱10以及架设在框架柱10上的主梁12,水平设置在主梁12上的次梁14。主梁12包括相互平行的上梁16和下梁18。主梁12和次梁14上还设置有倾斜向外侧和下方延伸以构成屋檐结构的斜梁20。此为目前仿古建筑中最常见的屋檐基本结构。 As shown in Figures 1 to 4, the utility model provides an ancient building eaves structure, which includes a frame column 10, a main beam 12 erected on the frame column 10, and a secondary beam 14 horizontally arranged on the main beam 12. The main beam 12 includes an upper beam 16 and a lower beam 18 parallel to each other. The main beam 12 and the secondary beam 14 are also provided with inclined beams 20 extending obliquely to the outside and below to form the eave structure. This is the most common basic structure of eaves in antique buildings.

框架柱10和次梁14对应的位置均设置有倾斜向外侧和上方延伸的斜撑22,斜撑22的自由端连接在斜梁20上。 Corresponding positions of the frame column 10 and the secondary beam 14 are provided with diagonal braces 22 extending obliquely to the outside and upwards, and the free ends of the diagonal braces 22 are connected to the diagonal beams 20 .

上梁16和下梁18之间设置有填充墙24,次梁14对应的斜撑22一端抵靠在下梁18向上的翻边上。 A filling wall 24 is provided between the upper beam 16 and the lower beam 18 , and one end of the corresponding diagonal brace 22 of the secondary beam 14 abuts against the upward flange of the lower beam 18 .

进一步地,填充墙24与斜撑22连接处采用全梁箍筋加密结构以提高受力结构。 Furthermore, the connection between the filling wall 24 and the diagonal brace 22 adopts a full-beam stirrup encryption structure to improve the force-bearing structure.

进一步地,主梁12与斜撑22连接处采用纵向钢筋或箍筋直径加一级以提高受力结构。 Furthermore, the connection between the main girder 12 and the diagonal brace 22 adopts a longitudinal steel bar or a diameter of the stirrup plus one level to improve the force-bearing structure.

进一步地,斜梁20采用拉弯构件以提高受力结构。 Further, the inclined beam 20 adopts tension-bending members to improve the stress-bearing structure.

进一步地,斜撑22均为压弯构件以提高受力结构。 Further, the braces 22 are all bending components to improve the stress-bearing structure.

以上实施例仅为本实用新型其中的一种实施方式,其描述较为具体和详细,但并不能因此而理解为对本实用新型专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干变形和改进,这些都属于本实用新型的保护范围。因此,本实用新型专利的保护范围应以所附权利要求为准。 The above embodiment is only one implementation mode of the present utility model, and its description is relatively specific and detailed, but it should not be construed as limiting the patent scope of the present utility model. It should be noted that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the scope of protection of the utility model patent should be based on the appended claims.

Claims (7)

1.一种古建筑屋檐结构,其包括框架柱以及架设在所述框架柱上的主梁,水平设置在所述主梁上的次梁,所述主梁和次梁上还设置有倾斜向外侧和下方延伸以构成屋檐结构的斜梁,其特征在于:所述框架柱上设置有倾斜向外侧和上方延伸的斜撑,所述斜撑的自由端连接在所述斜梁上。 1. A kind of ancient building eaves structure, it comprises frame column and the main beam that is erected on the described frame column, the secondary beam that is horizontally arranged on the described main beam, also is provided with inclined direction on the described main beam and secondary beam The oblique beam extending outside and below to form the eave structure is characterized in that: the frame column is provided with oblique braces extending obliquely outward and upward, and the free ends of the oblique braces are connected to the oblique beams. 2.根据权利要求1所述的古建筑屋檐结构,其特征在于:所述主梁包括相互平行的上梁和下梁,所述上梁和下梁之间设置有填充墙,所述下梁与所述斜梁之间设置有所述斜撑。 2. The ancient building eaves structure according to claim 1, characterized in that: the main girder comprises an upper beam and a lower beam parallel to each other, a filling wall is arranged between the upper beam and the lower beam, and the lower beam The diagonal brace is arranged between the inclined beam and the inclined beam. 3.根据权利要求2所述的古建筑屋檐结构,其特征在于:所述填充墙与所述斜撑连接处采用全梁箍筋加密结构。 3. The ancient building eaves structure according to claim 2, characterized in that: the connection between the filling wall and the diagonal brace adopts a full-beam stirrup encryption structure. 4.根据权利要求3所述的古建筑屋檐结构,其特征在于:每个所述次梁对应的位置均设置一所述斜撑。 4. The ancient building eaves structure according to claim 3, characterized in that: a said diagonal brace is provided at a position corresponding to each of said secondary beams. 5.根据权利要求1所述的古建筑屋檐结构,其特征在于:所述主梁与所述斜撑连接处采用纵向钢筋或箍筋直径加一级。 5. The ancient building eaves structure according to claim 1, characterized in that: the connection between the main beam and the diagonal bracing adopts a longitudinal steel bar or a diameter of the stirrup plus one level. 6.根据权利要求1-5其中之一所述的古建筑屋檐结构,其特征在于:所述斜梁采用拉弯构件。 6. The ancient building eaves structure according to any one of claims 1-5, characterized in that: the inclined beams are tension-bending members. 7.根据权利要求6所述的古建筑屋檐结构,其特征在于:所述斜撑均为压弯构件。 7. The ancient building eaves structure according to claim 6, characterized in that: the diagonal braces are all compression-bending members.
CN201420793090.XU 2014-12-16 2014-12-16 Ancient building eaves structure Expired - Lifetime CN204357020U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105971117A (en) * 2016-03-16 2016-09-28 西安建筑科技大学 An Antique Building Steel Frame Structure Using Box Section Beams
CN107090955A (en) * 2017-04-28 2017-08-25 北京齐家怡居科技有限责任公司 The ramp structure that cornices of low heat conduction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105971117A (en) * 2016-03-16 2016-09-28 西安建筑科技大学 An Antique Building Steel Frame Structure Using Box Section Beams
CN105971117B (en) * 2016-03-16 2018-06-12 西安建筑科技大学 An Antique Building Steel Frame Structure Using Box Section Beams
CN107090955A (en) * 2017-04-28 2017-08-25 北京齐家怡居科技有限责任公司 The ramp structure that cornices of low heat conduction

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Address after: Suzhou City, Jiangsu province 215028 Industrial Park Suzhou Bada Street No. 111

Patentee after: Zhongheng Design Group Co.,Ltd.

Address before: Suzhou City, Jiangsu province 215126 Industrial Park Shengpu Kim Seung Road No. 12

Patentee before: SUZHOU INDUSTRIAL PARK DESIGN & RESEARCH INSTITUTE Co.,Ltd.

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Granted publication date: 20150527