CN218265111U - A Temporary Reinforcement Device for Enhancing the Overall Rigidity of Ancient Timber Structure Buildings - Google Patents

A Temporary Reinforcement Device for Enhancing the Overall Rigidity of Ancient Timber Structure Buildings Download PDF

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CN218265111U
CN218265111U CN202222646279.3U CN202222646279U CN218265111U CN 218265111 U CN218265111 U CN 218265111U CN 202222646279 U CN202222646279 U CN 202222646279U CN 218265111 U CN218265111 U CN 218265111U
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steel
enhancing
hoop
steel hoop
ancient
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胡勤勇
刘生纬
白晟渝
曹琼琼
窦觉勇
刘鹰翔
李麒
赵坤
郜振涵
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Lanzhou Huajing Cultural Heritage Survey And Design Co ltd
Lanzhou Jiaotong University
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Lanzhou Huajing Cultural Heritage Survey And Design Co ltd
Lanzhou Jiaotong University
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Abstract

本实用新型公开了一种增强木结构古建筑整体刚度的临时加固装置,属于临时加固技术领域,其技术方案要点包括支撑柱、钢拉杆和钢箍,所述钢箍的数量为若干个,所述钢箍设置在支撑柱的表面,所述钢箍的表面栓接有连接钢板,所述钢拉杆与连接钢板之间为可拆卸连接,通过设置若干个钢箍夹紧支撑柱的表面,达到对钢箍的安装,通过水平和斜向的钢拉杆将支撑柱连在一起,使木结构古建筑上部的梁与支撑柱和钢拉杆形成一个平面桁架结构,大幅度增加结构的面内刚度,限制了支撑柱,使得木结构的整体性大幅提高且所用构件具备工艺简单易于生产,易于现场施工,在加固建筑的同时具备安装拆卸的简便性。

Figure 202222646279

The utility model discloses a temporary reinforcement device for enhancing the overall rigidity of an ancient wooden structure building, which belongs to the technical field of temporary reinforcement. The key points of the technical scheme include support columns, steel tie rods and steel hoops. The number of the steel hoops is several. The steel hoop is arranged on the surface of the support column, the surface of the steel hoop is bolted with a connecting steel plate, and the steel tie rod and the connecting steel plate are detachably connected, and by setting several steel hoops to clamp the surface of the supporting column, to achieve For the installation of steel hoops, the support columns are connected together by horizontal and oblique steel tie rods, so that the upper beams, support columns and steel tie rods of the wooden structure ancient building form a plane truss structure, which greatly increases the in-plane rigidity of the structure. The support columns are limited, so that the integrity of the wooden structure is greatly improved, and the components used are simple in process, easy to produce, easy to construct on site, and easy to install and disassemble while strengthening the building.

Figure 202222646279

Description

一种增强木结构古建筑整体刚度的临时加固装置A Temporary Reinforcement Device for Enhancing the Overall Rigidity of Ancient Timber Structure Buildings

技术领域technical field

本实用新型涉及临时加固技术领域,特别涉及一种增强木结构古建筑整体刚度的临时加固装置。The utility model relates to the technical field of temporary reinforcement, in particular to a temporary reinforcement device for enhancing the overall rigidity of an ancient wooden structure building.

背景技术Background technique

古建筑传统是木结构,和现代建筑相比,古木结构非常脆弱,许多外部干扰都影响木结构的寿命,现在保留下来的优秀历史古建筑,在环境侵蚀、材料老化和荷载的长期效应、疲劳效应等因素共同作用下不可避免出现结构系统的损伤积累和抗力衰减,现有的基建施工中对古建筑施工,是以控制工程建设的沉降和振动为主,很少考虑对古建筑进行预加固进而增加古建筑结构本身的刚度和提高其安全储备,因此,目前的这种处理方法势必会导致在一些突发险情致使古建筑结构施工不安全的问题。Ancient buildings are traditionally wooden structures. Compared with modern buildings, ancient wooden structures are very fragile, and many external disturbances affect the life of wooden structures. The excellent historical ancient buildings that are now preserved are not affected by environmental erosion, material aging, long-term effects of load, and fatigue. The accumulation of damage and the attenuation of resistance of the structural system are inevitable under the joint action of factors such as the impact effect. In the construction of ancient buildings in the existing infrastructure construction, the settlement and vibration of the engineering construction are mainly controlled, and the pre-reinforcement of ancient buildings is rarely considered. Then increase the rigidity of the ancient building structure itself and improve its safety reserve. Therefore, the current treatment method will inevitably lead to the problem of unsafe construction of the ancient building structure in some unexpected dangers.

实用新型内容Utility model content

本实用新型提供一种增强木结构古建筑整体刚度的临时加固装置,旨在解决现有的基建施工中对古建筑施工,是以控制工程建设的沉降和振动为主,很少考虑对古建筑进行预加固进而增加古建筑结构本身的刚度和提高其安全储备,因此,目前的这种处理方法势必会导致在一些突发险情致使古建筑结构施工不安全的问题。The utility model provides a temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings, aiming at solving the problem of ancient building construction in existing infrastructure construction, mainly to control the settlement and vibration of engineering construction, and seldom consider the ancient building Pre-reinforcement is carried out to increase the rigidity of the ancient building structure itself and improve its safety reserve. Therefore, the current treatment method will inevitably lead to the problem of unsafe construction of the ancient building structure in some emergencies.

本实用新型是这样实现的,一种增强木结构古建筑整体刚度的临时加固装置,包括支撑柱、钢拉杆和钢箍,所述钢箍的数量为若干个,所述钢箍设置在支撑柱的表面,所述钢箍的表面栓接有连接钢板,所述钢拉杆与连接钢板之间为可拆卸连接。The utility model is achieved in this way, a temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings, including support columns, steel tie rods and steel hoops, the number of the steel hoops is several, and the steel hoops are arranged on the support columns The surface of the steel hoop is bolted with a connecting steel plate, and the steel tie rod and the connecting steel plate are detachably connected.

为了达到钢箍方便安装的效果,作为本实用新型的一种增强木结构古建筑整体刚度的临时加固装置优选的,所述钢箍的结构形状有多种,所述钢箍与钢箍之间可相互拼接。In order to achieve the effect of convenient installation of steel hoops, as a temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings of the present utility model, the structural shapes of the steel hoops are various, and the gap between the steel hoops is Can be spliced with each other.

为了达到保护支撑柱的效果,作为本实用新型的一种增强木结构古建筑整体刚度的临时加固装置优选的,所述支撑柱与钢箍之间设置有橡胶垫层,所述钢箍内部的弧面与橡胶垫层粘合连接。In order to achieve the effect of protecting the support column, as a temporary reinforcement device for enhancing the overall rigidity of the wooden structure ancient building of the utility model, a rubber cushion is arranged between the support column and the steel hoop, and the inside of the steel hoop The curved surface is adhesively connected with the rubber pad.

为了达到调节螺栓固定的效果,作为本实用新型的一种增强木结构古建筑整体刚度的临时加固装置优选的,所述连接钢板的形状有三种,所述连接钢板的表面固定连接有调节螺栓。In order to achieve the fixing effect of adjusting bolts, as a temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings of the present utility model, there are three shapes of the connecting steel plates, and the surface of the connecting steel plates is fixedly connected with adjusting bolts.

为了达到钢拉杆螺纹连接的效果,作为本实用新型的一种增强木结构古建筑整体刚度的临时加固装置优选的,所述调节螺栓的一端为扁平状,所述调节螺栓的另一端开设有螺纹,所述钢拉杆与调节螺栓螺纹连接。In order to achieve the effect of threaded connection of steel rods, as a temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings of the present utility model, one end of the adjusting bolt is flat, and the other end of the adjusting bolt is provided with a screw thread , the steel pull rod is threadedly connected with the adjusting bolt.

与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:

该增强木结构古建筑整体刚度的临时加固装置,通过设置若干个钢箍夹紧支撑柱的表面,达到对钢箍的安装,通过水平和斜向的钢拉杆将支撑柱连在一起,使木结构古建筑上部的梁与支撑柱和钢拉杆形成一个平面桁架结构,大幅度增加结构的面内刚度,限制了支撑柱、木梁的变形,使得木结构的整体性大幅提高,同时限制了梁柱节点的变形,可以有效提高结构的抗侧移和抗沉降能力,且所用构件具备工艺简单易于生产,易于现场施工,在加固建筑的同时具备安装拆卸的简便性。The temporary reinforcement device for enhancing the overall rigidity of wooden structure ancient buildings achieves the installation of steel hoops by setting several steel hoops to clamp the surface of the supporting columns, and connects the supporting columns together through horizontal and oblique steel tie rods, so that the wooden Structural The beams, support columns and steel tie rods on the upper part of the ancient building form a planar truss structure, which greatly increases the in-plane stiffness of the structure, limits the deformation of the support columns and wooden beams, greatly improves the integrity of the wooden structure, and limits the beam stiffness at the same time. The deformation of the column joints can effectively improve the anti-sway and anti-settlement capabilities of the structure, and the components used are simple in process, easy to produce, easy to on-site construction, and easy to install and disassemble while strengthening the building.

附图说明Description of drawings

图1为本实用新型的增强木结构古建筑整体刚度的临时加固装置的整体结构图;Fig. 1 is the overall structural diagram of the temporary reinforcing device of the utility model that strengthens the overall rigidity of wooden structure ancient buildings;

图2为本实用新型中整体装置的俯视连接图;Fig. 2 is a top view connection diagram of the overall device in the utility model;

图3为本实用新型中连接钢板的第一连接图;Fig. 3 is the first connection diagram of connecting steel plates in the utility model;

图4为本实用新型中连接钢板的第二连接图;Fig. 4 is the second connection diagram of connecting steel plates in the utility model;

图5为本实用新型中钢箍的结构图;Fig. 5 is the structural diagram of steel hoop in the utility model;

图6为本实用新型中钢箍的连接图;Fig. 6 is the connection diagram of steel hoop in the utility model;

图7为本实用新型中连接钢板的结构图。Fig. 7 is a structural diagram of connecting steel plates in the utility model.

图中,1、支撑柱;2、钢拉杆;3、连接钢板;4、钢箍;5、调节螺栓;6、橡胶垫层。In the figure, 1. Support column; 2. Steel tie rod; 3. Connecting steel plate; 4. Steel hoop; 5. Adjusting bolt; 6. Rubber cushion.

具体实施方式detailed description

为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not intended to limit the utility model.

在本实用新型的描述中,需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,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实用新型的限制。此外,在本实用新型的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In describing the present invention, it should be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical" , "horizontal", "top", "bottom", "inner", "outer" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description. It does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the present invention. In addition, in the description of the present utility model, "plurality" means two or more, unless otherwise specifically defined.

请参阅图1-7,本实用新型提供技术方案:一种增强木结构古建筑整体刚度的临时加固装置,包括支撑柱1、钢拉杆2和钢箍4,钢箍4的数量为若干个,钢箍4设置在支撑柱1的表面,钢箍4的表面栓接有连接钢板3,钢拉杆2与连接钢板3之间为可拆卸连接。Please refer to Figures 1-7, the utility model provides a technical solution: a temporary reinforcement device for enhancing the overall rigidity of a wooden structure ancient building, including support columns 1, steel tie rods 2 and steel hoops 4, the number of steel hoops 4 is several, The steel hoop 4 is arranged on the surface of the support column 1, the surface of the steel hoop 4 is bolted with the connecting steel plate 3, and the steel tie rod 2 and the connecting steel plate 3 are detachably connected.

在本实施例中:通过设置若干个钢箍4夹紧支撑柱1的表面,达到对钢箍4的安装,通过水平和斜向的钢拉杆2将支撑柱1连在一起,使木结构古建筑上部的梁与支撑柱1和钢拉杆2形成一个平面桁架结构,大幅度增加结构的面内刚度,限制了支撑柱1、木梁的变形,使得木结构的整体性大幅提高,同时限制了梁柱节点的变形,可以有效提高结构的抗侧移和抗沉降能力,且所用构件具备工艺简单易于生产,易于现场施工,在加固建筑的同时具备安装拆卸的简便性。In this embodiment: by setting several steel hoops 4 to clamp the surface of the support column 1, the installation of the steel hoop 4 is achieved, and the support columns 1 are connected together by horizontal and oblique steel tie rods 2, so that the wooden structure is ancient. The beams on the upper part of the building form a planar truss structure with supporting columns 1 and steel tie rods 2, which greatly increases the in-plane rigidity of the structure, limits the deformation of supporting columns 1 and wooden beams, and greatly improves the integrity of the wooden structure. The deformation of beam-column joints can effectively improve the structure's ability to resist lateral displacement and anti-settlement, and the components used are simple in process, easy to produce, easy to on-site construction, and easy to install and disassemble while strengthening the building.

作为本实用新型的技术优化方案,钢箍4的结构形状有多种,钢箍4与钢箍4之间可相互拼接。As a technical optimization scheme of the present invention, the steel hoop 4 has various structural shapes, and the steel hoop 4 can be spliced with each other.

在本实施例中:通过在钢箍4的两端开设螺纹孔,用以方便钢箍4之间的互相拼接固定,且为可拆卸式方便现场的安装拆卸,通过钢箍4弧面多样性的设置,使得钢箍4与钢箍4拼接安装时,其连接处所对角度不固定,得以适应古建筑中支撑柱1复杂的分布情况。In this embodiment: threaded holes are provided at both ends of the steel hoop 4 to facilitate the mutual splicing and fixing of the steel hoops 4, and it is detachable to facilitate on-site installation and disassembly, through the diversity of the steel hoop 4 arc surface When the steel hoop 4 and the steel hoop 4 are spliced and installed, the angle of the joint is not fixed, so that it can adapt to the complicated distribution of the supporting columns 1 in ancient buildings.

作为本实用新型的技术优化方案,支撑柱1与钢箍4之间设置有橡胶垫层6,钢箍4内部的弧面与橡胶垫层6粘合连接。As a technical optimization scheme of the present invention, a rubber cushion 6 is provided between the support column 1 and the steel hoop 4 , and the arc surface inside the steel hoop 4 is bonded to the rubber cushion 6 .

在本实施例中:通过设置在支撑柱1与钢箍4之间设置的橡胶垫层6,使得钢箍4对支撑柱1的夹紧由橡胶垫层6为支撑柱1做保护,钢箍4的刚性面层不会直接作用在古代建筑的表面,进而保护古建筑,不会对其造成损伤。In this embodiment: by setting the rubber cushion 6 between the support column 1 and the steel hoop 4, the clamping of the steel hoop 4 to the support column 1 is protected by the rubber cushion 6 for the support column 1, and the steel hoop 4. The rigid surface layer will not directly act on the surface of the ancient building, thereby protecting the ancient building without causing damage to it.

作为本实用新型的技术优化方案,连接钢板3的形状有三种,连接钢板3的表面固定连接有调节螺栓5。As a technical optimization scheme of the present invention, there are three shapes of the connecting steel plate 3, and the surface of the connecting steel plate 3 is fixedly connected with an adjusting bolt 5.

在本实施例中:上述中连接钢板3分为五边形、长方形和圆形三种,其中五边形与长方形两种类型的一侧均开设螺纹孔,这两种连接钢板3与调节螺栓5螺纹连接,五边形连接钢板3的表面安装两个调节螺栓5,并且两个调节螺栓5非平行设置,存在一定角度以方便加固装置整体的平面构造衔接,长方形连接钢板3的表面安装一个调节螺栓5,用于装置对于单个钢拉杆2的安装,圆形连接钢板3的表面安装四个调节螺栓5,且对称分布,用于多个钢拉杆2直接的互相连接,同时加强装置的加固能力。In this embodiment: the above-mentioned connecting steel plates 3 are divided into three types: pentagonal, rectangular and circular, wherein the two types of pentagonal and rectangular are provided with threaded holes on one side, and these two connecting steel plates 3 and adjusting bolts 5 threaded connection, two adjustment bolts 5 are installed on the surface of the pentagonal connection steel plate 3, and the two adjustment bolts 5 are not parallel to each other, there is a certain angle to facilitate the connection of the overall plane structure of the reinforcement device, and one is installed on the surface of the rectangular connection steel plate 3 Adjusting bolts 5 are used for the installation of a single steel tie rod 2 in the device. Four adjusting bolts 5 are installed on the surface of the circular connecting steel plate 3, and they are distributed symmetrically. They are used for direct interconnection of multiple steel tie rods 2 and strengthen the reinforcement of the device at the same time. ability.

作为本实用新型的技术优化方案,调节螺栓5的一端为扁平状,调节螺栓5的另一端开设有螺纹,钢拉杆2与调节螺栓5螺纹连接。As a technical optimization scheme of the utility model, one end of the adjusting bolt 5 is flat, the other end of the adjusting bolt 5 is provided with threads, and the steel pull rod 2 is threadedly connected with the adjusting bolt 5 .

在本实施例中:通过设置调节螺栓5,方便钢拉杆2的安装,同时螺纹连接的设置,使得钢拉杆2活动可拆卸性方便施工的安装与拆卸,调节螺栓5的扁平端方便与连接钢板3的焊接,同时钢拉杆2在安装于调节螺栓5上时有一定的可调节能力,以此对厂房生产出钢拉杆2的规格误差做预防。In this embodiment: by setting the adjustment bolt 5, the installation of the steel tie rod 2 is facilitated, and at the same time, the setting of the threaded connection makes the steel tie rod 2 movable and detachable to facilitate the installation and disassembly of the construction, and the flat end of the adjustment bolt 5 is convenient for connecting the steel plate 3, and the steel tie rod 2 has a certain adjustable ability when it is installed on the adjusting bolt 5, so as to prevent the specification error of the steel tie rod 2 produced by the workshop.

工作原理:首先,根据古建筑现场的结构测量数据定制零件,零件运送到之后,向将钢箍4通过螺栓安装在支撑柱1的表面,同时通过钢箍4所设置的橡胶垫层6对支撑柱1进行保护,接着把钢拉杆2螺纹连接在钢箍4上,通过各个钢拉杆2的螺纹连接,使整体形成一个平面桁架结构,大幅度增加结构的面内刚度,限制了支撑柱1、木梁的变形,同时各个平面衔架直接可以相互配合,增强对古建筑的稳定能力,使得木结构的整体性大幅提高,同时限制了梁柱节点的变形,可以有效提高结构的抗侧移和抗沉降能力,兼具易安装拆卸的效果。Working principle: First, parts are customized according to the structural measurement data of the ancient building site. After the parts are delivered, the steel hoop 4 is installed on the surface of the support column 1 through bolts, and at the same time, it is supported by the rubber cushion 6 pairs set by the steel hoop 4. The column 1 is protected, and then the steel tie rods 2 are screwed to the steel hoop 4. Through the threaded connection of each steel tie rod 2, a plane truss structure is formed as a whole, which greatly increases the in-plane rigidity of the structure, and limits the support column 1, The deformation of the wooden beams, and at the same time, each plane frame can directly cooperate with each other, which enhances the stability of the ancient building, greatly improves the integrity of the wooden structure, and limits the deformation of the beam-column joints, which can effectively improve the structure's resistance to lateral movement and Anti-settling ability and easy installation and disassembly.

以上仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the present utility model, and are not intended to limit the present utility model. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present utility model should be included in the utility model. within the scope of protection.

Claims (5)

1. The utility model provides a reinforcing timber structure ancient building integral rigidity's interim reinforcing apparatus, includes support column (1), steel pull rod (2) and steel hoop (4), its characterized in that: the quantity of steel hoop (4) is a plurality of, steel hoop (4) set up the surface at support column (1), the surface bolt joint of steel hoop (4) has connecting plate (3), be connected for dismantling between steel pull rod (2) and connecting plate (3).
2. The temporary reinforcing device for enhancing the integral rigidity of the wooden structure ancient building according to claim 1, wherein: the structural shape of the steel hoop (4) has multiple types, and the steel hoop (4) can be spliced mutually.
3. The temporary reinforcing device for enhancing the integral rigidity of the wood-structure ancient building according to claim 1, wherein: a rubber cushion layer (6) is arranged between the supporting column (1) and the steel hoop (4), and the cambered surface inside the steel hoop (4) is bonded and connected with the rubber cushion layer (6).
4. The temporary reinforcing device for enhancing the integral rigidity of the wood-structure ancient building according to claim 1, wherein: the connecting steel plate (3) has three shapes, and the surface of the connecting steel plate (3) is fixedly connected with an adjusting bolt (5).
5. The temporary reinforcing device for enhancing the integral rigidity of the wooden structure ancient building according to claim 4, wherein: one end of the adjusting bolt (5) is flat, the other end of the adjusting bolt (5) is provided with threads, and the steel pull rod (2) is in threaded connection with the adjusting bolt (5).
CN202222646279.3U 2022-10-09 2022-10-09 A Temporary Reinforcement Device for Enhancing the Overall Rigidity of Ancient Timber Structure Buildings Expired - Fee Related CN218265111U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119434138A (en) * 2024-12-23 2025-02-14 重庆大学 An active lifting device for the bending bearing performance of concrete bridges

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN119434138A (en) * 2024-12-23 2025-02-14 重庆大学 An active lifting device for the bending bearing performance of concrete bridges

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