CN211974453U - Masonry brick wall steel strip reinforcement structure - Google Patents
Masonry brick wall steel strip reinforcement structure Download PDFInfo
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- 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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 118
- 239000010959 steel Substances 0.000 title claims abstract description 118
- 239000011449 brick Substances 0.000 title claims abstract description 62
- 230000002787 reinforcement Effects 0.000 title claims description 18
- 239000011324 bead Substances 0.000 claims description 8
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 4
- 239000005002 finish coating Substances 0.000 claims 1
- 238000010008 shearing Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 230000006872 improvement Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 239000011247 coating layer Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
Description
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
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
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
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
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
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
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. .
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
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2020
- 2020-03-26 CN CN202020406225.8U patent/CN211974453U/en active Active
Cited By (4)
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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