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CN211974453U - Masonry brick wall steel strip reinforcement structure - Google Patents

Masonry brick wall steel strip reinforcement structure Download PDF

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Publication number
CN211974453U
CN211974453U CN202020406225.8U CN202020406225U CN211974453U CN 211974453 U CN211974453 U CN 211974453U CN 202020406225 U CN202020406225 U CN 202020406225U CN 211974453 U CN211974453 U CN 211974453U
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steel plate
vertical
brick wall
masonry brick
plate belt
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张建设
徐伟
李浩荣
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Guangdong Zhongsen Construction Engineering Co ltd
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Guangdong Zhongsen Construction Engineering Co ltd
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Abstract

The utility model discloses a brickwork brick wall steel sheet area reinforced structure, it includes brickwork brick wall body, vertical steel sheet area, counter-pull part, vertical angle steel, horizontal steel sheet area and horizontal steel sheet layering. The vertical steel plate belt, the vertical angle steel, the horizontal steel plate belt, the horizontal steel plate pressing strip and the counter-pull component are matched to form an effective whole cooperating with the masonry brick wall body, the vertical steel plate belt and the horizontal steel plate belt restrain the masonry brick wall body and also mainly bear stress generated by external force, the conditions comprise pulling, pressing and shearing states, meanwhile, the counter-pull component can further change boundary conditions of the vertical steel plate belt and the horizontal steel plate belt through lateral restraint, and the local buckling performance of the steel plate belt is improved.

Description

砌体砖墙钢板带加固结构Masonry brick wall steel strip reinforcement structure

技术领域technical field

本实用新型涉及砌体砖墙技术领域,具体涉及一种砌体砖墙钢板带加固结构。The utility model relates to the technical field of masonry brick walls, in particular to a steel plate belt reinforcement structure for masonry brick walls.

背景技术Background technique

我国现存大量既有建筑结构,其中砌体结构占有较大比重,早期由于取材广泛、造价低廉的优点得到了广泛的应用。目前,我国现有的砖混结构房屋普遍存在因材料性能退化、功能改造导致的砖砌体墙承载力不足等问题。为此,需要对其进行加固增强。现有工程中砌体砖墙的常用加固方法有钢筋网砂浆面层加固和钢筋混凝土板墙加固,这两种加固方法施工作业均需要模板,施工周期长,对生产或生活影响较大。There are a large number of existing building structures in our country, of which masonry structures account for a large proportion. In the early days, they were widely used due to the advantages of wide range of materials and low cost. At present, the existing brick-concrete structure houses in my country generally have problems such as insufficient bearing capacity of brick masonry walls due to material performance degradation and functional transformation. For this, it needs to be reinforced. The commonly used reinforcement methods for masonry brick walls in existing projects include reinforcement of reinforced mesh mortar surface layer and reinforcement of reinforced concrete slab walls. Both of these reinforcement methods require formwork for construction operations, and the construction period is long, which has a greater impact on production or life.

实用新型内容Utility model content

针对上述不足,本实用新型的目的在于,提供一种结构设计合理,易于施工,周期短的砌体砖墙钢板带加固结构。In view of the above deficiencies, the purpose of this utility model is to provide a steel strip reinforcement structure for masonry brick walls with reasonable structural design, easy construction and short period.

为实现上述目的,本实用新型所提供的技术方案是:一种砌体砖墙钢板带加固结构,其包括砌体砖墙体、竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条,多个竖向钢板带间隔竖向并排在所述砌体砖墙体的两表面,并通过所述对拉部件贯穿砌体砖墙体进行连接固定,所述竖向角钢设置在砌体砖墙体的竖向棱角处,两条水平钢板压条对称位于砌体砖墙体的顶部和底部,并按压在所述竖向钢板带的端部,所述水平钢板压条和竖向钢板带的重叠部位通过所述对拉部件穿过砌体砖墙体固定,多个水平钢板带间隔水平并排在所述砌体砖墙体的两表面,且该水平钢板的两端分别与近其一端的竖向钢板带相连接,所述水平钢板带错开竖向钢板带的部位通过所述对拉部件穿过砌体砖墙体固定。In order to achieve the above purpose, the technical scheme provided by the present utility model is: a masonry brick wall steel strip reinforcement structure, which comprises a masonry brick wall body, a vertical steel plate strip, a pair of pulling parts, a vertical angle steel, and a horizontal steel plate strip and horizontal steel plate strips, a plurality of vertical steel plate strips are arranged vertically side by side on both surfaces of the masonry brick wall at intervals, and are connected and fixed through the masonry brick wall through the pair of tension members, and the vertical angle steel is provided At the vertical edges and corners of the masonry brick wall, two horizontal steel plate battens are located symmetrically at the top and bottom of the masonry brick wall, and are pressed against the ends of the vertical steel plate strips. The overlapping parts of the steel plate strips are fixed through the masonry brick wall by the pair of tension members, and a plurality of horizontal steel plate strips are horizontally arranged on both surfaces of the masonry brick wall at intervals, and the two ends of the horizontal steel plate are respectively connected with the adjacent ones. The vertical steel plate strips at one end thereof are connected, and the positions of the horizontal steel plate strips staggered from the vertical steel plate strips are fixed through the masonry brick wall by the pair of tension members.

作为本实用新型的一种改进,所述竖向角钢的内角面与所述砌体砖墙体的竖向棱角处的外角面相贴合,实现包覆效果,配合紧密。As an improvement of the present invention, the inner corner surface of the vertical angle steel is fitted with the outer corner surface at the vertical corners of the masonry brick wall to achieve a wrapping effect and cooperate closely.

作为本实用新型的一种改进,所述水平钢板带的端部焊接在近其一端的竖向钢板带上,连接牢固,结构稳定性好。As an improvement of the present utility model, the end of the horizontal steel strip is welded to the vertical steel strip near one end, and the connection is firm and the structural stability is good.

作为本实用新型的一种改进,所述对拉部件包括螺栓和与该螺栓相适配的螺母,易于安装。As an improvement of the present invention, the pair of tension members includes a bolt and a nut matched with the bolt, which is easy to install.

作为本实用新型的一种改进,所述竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条的外表面喷涂有防锈漆层,具有防锈防腐效果,延长使用寿命。As an improvement of the present utility model, the outer surfaces of the vertical steel plate belt, the pair of tension members, the vertical angle steel, the horizontal steel plate belt and the horizontal steel plate bead are sprayed with an anti-rust paint layer, which has anti-rust and anti-corrosion effect and prolongs the service life. .

作为本实用新型的一种改进,所述砌体砖墙体的两表面涂刷有将所述竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条覆盖的饰面涂装层, 防护效果好,且外形美观。As an improvement of the present utility model, the two surfaces of the masonry brick wall are painted with a finishing coating covering the vertical steel strip, the tension member, the vertical angle steel, the horizontal steel strip and the horizontal steel strip. It has good protection effect and beautiful appearance.

本实用新型的有益效果为:本实用新型砌体砖墙钢板带加固结构的结构设计巧妙、合理,能有效提高墙体变形性能、抗剪强度与耗能能力,显著改善结构的抗震性能,具备湿作业少、不需要模板、工期短、可逆性好等优点,对生产和生活影响较小,且加固后对原结构的外观及原有净空无显著影响。The beneficial effects of the utility model are as follows: the structural design of the masonry brick wall steel plate reinforced structure of the utility model is ingenious and reasonable, which can effectively improve the deformation performance, shear strength and energy dissipation capacity of the wall body, and significantly improve the seismic performance of the structure. It has the advantages of less wet work, no need for formwork, short construction period, and good reversibility.

下面结合附图与实施例,对本实用新型进一步说明。The present utility model will be further described below in conjunction with the accompanying drawings and embodiments.

附图说明Description of drawings

图1是本实用新型的主视结构示意图。Fig. 1 is the front view structure schematic diagram of the present utility model.

图2是本实用新型的局部剖视结构示意图。Figure 2 is a partial cross-sectional structural schematic diagram of the present invention.

具体实施方式Detailed ways

参见图1和图2,本实施例提供的一种砌体砖墙钢板带加固结构,其包括砌体砖墙体1、竖向钢板带2、对拉部件3、竖向角钢4、水平钢板带5和水平钢板压条6。所述对拉部件3包括螺栓和与该螺栓相适配的螺母。1 and 2, the present embodiment provides a masonry brick wall steel plate reinforcement structure, which includes a masonry brick wall body 1, a vertical steel plate belt 2, a pair of tension members 3, a vertical angle steel 4, and a horizontal steel plate Belt 5 and horizontal steel bead 6. The tension member 3 includes a bolt and a nut matched with the bolt.

将多个竖向钢板带2间隔竖向并排在所述砌体砖墙体1的两表面,通过钻孔工序将竖向钢板和砌体砖墙体1作贯穿,然后将螺栓穿过竖向钢板带2和砌体砖墙体1,然后将螺母拧在螺栓上,实现对砌体砖墙体1两表面上的竖向钢板带2进行连接对拉固定。A plurality of vertical steel plate strips 2 are arranged vertically and side by side on both surfaces of the masonry brick wall 1, the vertical steel plate and the masonry brick wall 1 are penetrated through a drilling process, and then the bolts are passed through the vertical The steel plate strip 2 and the masonry brick wall 1 are then screwed with nuts on the bolts, so as to realize the connection, tension and fixation of the vertical steel strips 2 on the two surfaces of the masonry brick wall 1 .

分别在砌体砖墙体1的顶部和底部对称设置有水平钢板压条6,该水平钢板压条6按压在所述竖向钢板带2的端部,所述水平钢板压条6和竖向钢板带2的重叠部位进行钻孔,将该重叠部位和砌体砖墙体1作贯穿,然后将螺栓穿过重叠部位和砌体砖墙体1,接着将螺母拧在螺栓上,实现对砌体砖墙体1两表面上的重叠部位进行连接对拉固定。A horizontal steel plate bead 6 is symmetrically arranged on the top and bottom of the masonry brick wall 1 respectively. The horizontal steel plate bead 6 is pressed against the end of the vertical steel plate strip 2. Drill holes in the overlapping part of the machine, penetrate the overlapping part and the masonry brick wall 1, then pass the bolts through the overlapping part and the masonry brick wall 1, and then screw the nuts on the bolts to realize the installation of the masonry brick wall. The overlapping parts on the two surfaces of the body 1 are connected and fixed by pulling.

将两竖向角钢4设置在砌体砖墙体1的竖向棱角处,即在砌体砖墙体1的两端或转角位置处安装有竖向角钢4,并使竖向角钢4的内角面与所述砌体砖墙体1的竖向棱角处的外角面相贴合。Two vertical angle steels 4 are arranged at the vertical corners of the masonry brick wall 1, that is, the vertical angle steels 4 are installed at both ends or corner positions of the masonry brick wall 1, and the inner corners of the vertical angle steels 4 are installed. The surface is in contact with the outer corner surface at the vertical corner of the masonry brick wall 1 .

将多个水平钢板带5间隔水平并排在所述砌体砖墙体1的两表面,各个水平钢板的两端对称水平延伸至近其一端的竖向钢板带2上,然后通过焊接进行连接,在所述水平钢板带5错开竖向钢板带2的中间部位进行钻孔,将该中间部位和砌体砖墙体1作贯穿,然后将螺栓穿过中间部位和砌体砖墙体1,接着将螺母拧在螺栓上,实现对砌体砖墙体1两表面上的中间部位进行连接对拉固定。较佳的,还在水平钢板朝向砌体砖墙体1的表面上设有凸筋,多个凸筋是间隔设置,相邻两凸筋之间的间隔形成让竖向钢板带2穿过的间隙,该凸筋的高度尺寸略大于竖向钢板带2的厚度,使得该凸筋能略陷入砌体砖墙体1的砖缝中,与砌体砖墙体1配合更紧密。A plurality of horizontal steel plate strips 5 are arranged horizontally and side by side on both surfaces of the masonry brick wall 1, and the two ends of each horizontal steel plate are symmetrically and horizontally extended to the vertical steel plate strip 2 near its one end, and then connected by welding. The horizontal steel plate belt 5 is staggered in the middle part of the vertical steel plate belt 2 to drill holes, the middle part and the masonry brick wall 1 are penetrated, and then the bolts are passed through the middle part and the masonry brick wall 1, and then the The nuts are screwed on the bolts, so as to connect and pull and fix the middle parts on the two surfaces of the masonry brick wall 1 . Preferably, there are also raised ribs on the surface of the horizontal steel plate facing the masonry brick wall 1, a plurality of raised ribs are arranged at intervals, and the interval between two adjacent raised ribs forms a space for the vertical steel plate belt 2 to pass through. The height of the rib is slightly larger than the thickness of the vertical steel plate strip 2 , so that the rib can slightly sink into the brick joints of the masonry brick wall 1 and cooperate with the masonry brick wall 1 more closely.

安装完成后进行防锈防腐处理,具体对所述竖向钢板带2、对拉部件3、竖向角钢4、水平钢板带5和水平钢板压条6进行喷防锈漆,形成防锈漆层。最后再进行涂刷,形成将所述竖向钢板带2、对拉部件3、竖向角钢4、水平钢板带5和水平钢板压条6覆盖的饰面涂装层7。通过竖向钢板带2、竖向角钢4、水平钢板带5、水平钢板压条6和对拉部件3相配合与砌体砖墙体1形成协同工作的有效整体,竖向钢板带2和水平钢板带5除了约束砌体砖墙体1外,还主要承担外力产生的应力,包括拉、压、剪多种状态;砌体砖墙体1属于脆性材料,抗压明显优于抗拉,其可看作为竖向钢板带2和水平钢板带5的侧向支承,同时对拉部件3通过侧向约束也可以进一步改变竖向钢板带2和水平钢板带5的边界条件,提高钢板带的局部屈曲性能,相对于传统加固方法,钢板带加固砌体砖墙具有湿作业少、不需要模板、工期短、可逆性好等优点,对生产和生活影响较小,且加固后对原结构的外观及原有净空无显著影响。After the installation is completed, anti-rust and anti-corrosion treatment is carried out. Specifically, anti-rust paint is sprayed on the vertical steel plate belt 2, the tension member 3, the vertical angle steel 4, the horizontal steel plate belt 5 and the horizontal steel plate bead 6 to form an anti-rust paint layer. Finally, painting is performed to form a decorative coating layer 7 covering the vertical steel strip 2 , the pair of tension members 3 , the vertical angle steel 4 , the horizontal steel strip 5 and the horizontal steel strip 6 . Through the cooperation of the vertical steel plate strip 2, the vertical angle steel 4, the horizontal steel plate strip 5, the horizontal steel plate bead 6 and the tension member 3, it forms an effective whole with the masonry brick wall 1, and the vertical steel plate strip 2 and the horizontal steel plate In addition to constraining the masonry brick wall 1, the belt 5 also mainly bears the stress generated by external forces, including tension, compression, and shearing. It is regarded as the lateral support of the vertical steel strip 2 and the horizontal steel strip 5. At the same time, the boundary conditions of the vertical steel strip 2 and the horizontal steel strip 5 can be further changed through the lateral restraint of the tension member 3, and the local buckling of the steel strip can be improved. Performance, compared with the traditional reinforcement method, the steel strip reinforced masonry brick wall has the advantages of less wet work, no need for formwork, short construction period, good reversibility, etc., and has less impact on production and life, and the appearance of the original structure after reinforcement The original headroom has no significant effect.

根据上述说明书的揭示和教导,本实用新型所属领域的技术人员还可以对上述实施方式进行变更和修改。因此,本实用新型并不局限于上面揭示和描述的具体实施方式,对本实用新型的一些修改和变更也应当落入本实用新型的权利要求的保护范围内。此外,尽管本说明书中使用了一些特定的术语,但这些术语只是为了方便说明,并不对本实用新型构成任何限制,采用与其相同或相似的其它结构的加固结构,均在本实用新型保护范围内。According to the disclosure and teaching of the above specification, those skilled in the art to which the present invention pertains can also make changes and modifications to the above embodiments. Therefore, the present invention is not limited to the specific embodiments disclosed and described above, and some modifications and changes to the present invention should also fall within the protection scope of the claims of the present invention. In addition, although some specific terms are used in this specification, these terms are only for the convenience of description and do not constitute any restrictions on the present invention, and reinforcement structures of other structures that are the same or similar to it are all within the protection scope of the present invention. .

Claims (6)

1.一种砌体砖墙钢板带加固结构,其包括砌体砖墙体,其特征在于,其还包括竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条,多个竖向钢板带间隔竖向并排在所述砌体砖墙体的两表面,并通过所述对拉部件贯穿砌体砖墙体进行连接固定,所述竖向角钢设置在砌体砖墙体的竖向棱角处,两条水平钢板压条对称位于砌体砖墙体的顶部和底部,并按压在所述竖向钢板带的端部,所述水平钢板压条和竖向钢板带的重叠部位通过所述对拉部件穿过砌体砖墙体固定,多个水平钢板带间隔水平并排在所述砌体砖墙体的两表面,且该水平钢板的两端分别与近其一端的竖向钢板带相连接,所述水平钢板带错开竖向钢板带的部位通过所述对拉部件穿过砌体砖墙体固定。1. a masonry brick wall steel plate belt reinforcement structure, it comprises the masonry brick wall body, it is characterized in that, it also comprises vertical steel plate belt, pair of pulling parts, vertical angle steel, horizontal steel plate belt and horizontal steel plate bead, many Two vertical steel plate strips are arranged vertically side by side on both surfaces of the masonry brick wall at intervals, and are connected and fixed through the masonry brick wall through the pair of tension members, and the vertical angle steel is arranged on the masonry brick wall. At the vertical edges and corners, two horizontal steel plate battens are symmetrically located at the top and bottom of the masonry brick wall, and are pressed against the ends of the vertical steel plate strips, and the overlapping parts of the horizontal steel plate battens and the vertical steel plate strips pass through The pair of tension members are fixed through the masonry brick wall, and a plurality of horizontal steel plates are horizontally arranged on both surfaces of the masonry brick wall at intervals, and the two ends of the horizontal steel plate are respectively connected with the vertical steel plates near one end thereof. The belts are connected, and the position of the horizontal steel plate belt staggered from the vertical steel plate belt is fixed through the masonry brick wall through the pair of tension members. 2.根据权利要求1所述的砌体砖墙钢板带加固结构,其特征在于:所述竖向角钢的内角面与所述砌体砖墙体的竖向棱角处的外角面相贴合。2 . The steel plate belt reinforcement structure of the masonry brick wall according to claim 1 , wherein the inner corner surface of the vertical angle steel is in contact with the outer corner surface of the vertical corner of the masonry brick wall. 3 . 3.根据权利要求1所述的砌体砖墙钢板带加固结构,其特征在于:所述水平钢板带的端部焊接在近其一端的竖向钢板带上。3 . The steel plate belt reinforcement structure for masonry brick walls according to claim 1 , wherein the end of the horizontal steel plate belt is welded to the vertical steel plate belt near one end thereof. 4 . 4.根据权利要求1所述的砌体砖墙钢板带加固结构,其特征在于:所述对拉部件包括螺栓和与该螺栓相适配的螺母。4 . The steel strip reinforcement structure for masonry brick walls according to claim 1 , wherein the tension member comprises a bolt and a nut adapted to the bolt. 5 . 5.根据权利要求1-4中任意一项所述的砌体砖墙钢板带加固结构,其特征在于:所述竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条的外表面喷涂有防锈漆层。5. The steel plate belt reinforcement structure for masonry brick walls according to any one of claims 1 to 4, characterized in that: the vertical steel plate belt, the tension member, the vertical angle steel, the horizontal steel plate belt and the horizontal steel plate bead The outer surface is sprayed with anti-rust paint. 6.根据权利要求1-4中任意一项所述的砌体砖墙钢板带加固结构,其特征在于:所述砌体砖墙体的两表面涂刷有将所述竖向钢板带、对拉部件、竖向角钢、水平钢板带和水平钢板压条覆盖的饰面涂装层。6 . The steel plate belt reinforcement structure for a masonry brick wall according to any one of claims 1 to 4, characterized in that: both surfaces of the masonry brick wall are painted with the vertical steel plate belts, opposite Finish coating covered by pull elements, vertical angles, horizontal steel strips and horizontal steel strips.
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CN113833294A (en) * 2021-08-27 2021-12-24 江苏海洋大学 Method for reinforcing wall structure by telescopic flat steel system
CN113833293A (en) * 2021-08-27 2021-12-24 江苏海洋大学 Method for reinforcing rubble wall by flat steel-reinforcing steel mesh
CN114704116A (en) * 2022-04-20 2022-07-05 上海天补材料科技有限公司 GRC decorative line repairing and reinforcing method
CN115234029A (en) * 2022-08-05 2022-10-25 中建八局装饰工程有限公司 Method for repairing and parting brick wall and parting module thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113833294A (en) * 2021-08-27 2021-12-24 江苏海洋大学 Method for reinforcing wall structure by telescopic flat steel system
CN113833293A (en) * 2021-08-27 2021-12-24 江苏海洋大学 Method for reinforcing rubble wall by flat steel-reinforcing steel mesh
CN114704116A (en) * 2022-04-20 2022-07-05 上海天补材料科技有限公司 GRC decorative line repairing and reinforcing method
CN115234029A (en) * 2022-08-05 2022-10-25 中建八局装饰工程有限公司 Method for repairing and parting brick wall and parting module thereof

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