CN219622238U - Anti-interference structure of steel pull rod of flower basket frame - Google Patents
Anti-interference structure of steel pull rod of flower basket frame Download PDFInfo
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- CN219622238U CN219622238U CN202223050819.8U CN202223050819U CN219622238U CN 219622238 U CN219622238 U CN 219622238U CN 202223050819 U CN202223050819 U CN 202223050819U CN 219622238 U CN219622238 U CN 219622238U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
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Abstract
Description
技术领域technical field
本实用新型涉及建筑工程施工设备技术领域,更具体地说,尤其是涉及一种花篮架钢拉杆防干涉结构。The utility model relates to the technical field of construction equipment for construction engineering, and more specifically relates to an anti-interference structure of steel pull rods for basket racks.
背景技术Background technique
在建筑行业中,采用花篮式悬挑脚手架的工程的现场中,花篮式悬挑脚手架在施工中因主体结构凸起构件的阻碍,拉杆安装受阻,因此现有的施工工艺是在主体结构上采用后置线条施工或局部线条剔凿方式,为安装工程提供条件,后置线条安装及局部线条剔凿这一过程中,增加了相应费用,同时大大增加了因修补线条而引起的外墙渗漏隐患。In the construction industry, in the project site where the flower basket cantilevered scaffold is used, the flower basket cantilevered scaffold is hindered by the protruding components of the main structure during construction, and the installation of the tie rods is hindered. Therefore, the existing construction technology is to use it on the main structure. Post-line construction or local line chiseling methods provide conditions for the installation project. During the process of post-line installation and local line chiseling, the corresponding costs are increased, and at the same time, the external wall leakage caused by repairing lines is greatly increased. Hidden danger.
实用新型内容Utility model content
针对现有技术的上述缺陷和问题,本实用新型所要解决的技术问题是提供一种花篮架钢拉杆防干涉结构。Aiming at the above-mentioned defects and problems of the prior art, the technical problem to be solved by the utility model is to provide an anti-interference structure of steel tie rods for basket racks.
为了达到上述目的,本实用新型提供如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:
一种花篮架钢拉杆防干涉结构,包括预制块、拉杆、螺杆,所述预制块设置通孔,拉杆设置耳板孔,螺杆穿入通孔内,将预制块、拉杆通过螺杆固定在主体结构上。An anti-interference structure of steel pull rods for flower basket racks, including prefabricated blocks, pull rods, and screws. The prefabricated blocks are provided with through holes, the pull rods are provided with ear plate holes, and the screw rods penetrate into the through holes, and the prefabricated blocks and pull rods are fixed on the main structure through the screws. superior.
上述技术方案中,所述预制块外侧贴合耳板。In the above technical solution, the outer side of the prefabricated block is attached to the lug plate.
上述技术方案中,所述预制块内部设置加强钢筋。In the above technical solution, reinforcing steel bars are arranged inside the prefabricated block.
上述技术方案中,所述预制块形状无特殊限制,包括圆柱状、方柱状。In the above technical solution, there is no special limitation on the shape of the prefabricated block, including cylindrical shape and square column shape.
上述技术方案中,所述预制块尺寸满足与主体结构的墙面有效贴合,所述通孔尺寸与主体结构框架梁、剪力墙预留孔洞尺寸匹配。In the above-mentioned technical solution, the size of the prefabricated block meets the requirement of effectively fitting the wall surface of the main structure, and the size of the through hole matches the size of the reserved holes of the main structure frame beams and shear walls.
上述技术方案中,所述耳板孔设置在拉杆的耳板部分,耳板与拉杆设置倾斜角度。In the above technical solution, the ear plate hole is arranged on the ear plate part of the pull rod, and the ear plate and the pull rod are set at an inclination angle.
上述技术方案中,所述预制块通孔、耳板孔、主体结构预留孔位置保持水平。In the above technical solution, the positions of the prefabricated block through holes, lug plate holes, and reserved holes of the main structure are kept horizontal.
本实用新型可有效解决结构的凸起构件使得拉杆安装困难,避免结构二次施工、修补、外墙渗水等问题,有效提高工程质量、外观质量,具有周转性能好、构造简单、操作方便、降低施工成本、使用效果好,利于广泛应用。The utility model can effectively solve the difficulty in installing the pull rods caused by the protruding components of the structure, avoid the problems of secondary construction, repair, water seepage of the outer wall, etc., effectively improve the project quality and appearance quality, and has the advantages of good turnover performance, simple structure, convenient operation, and reduced The construction cost is good, the use effect is good, and it is beneficial to wide application.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are only some embodiments of the utility model, and those skilled in the art can also obtain other drawings according to these drawings without any creative effort.
图1为本实用新型的预制块立面示意图。Fig. 1 is the schematic diagram of the elevation of the prefabricated block of the present utility model.
图2为本实用新型的预制块平面示意图。Fig. 2 is a schematic plan view of the prefabricated block of the present invention.
图3为本实用新型的应用结构示意图。Fig. 3 is a schematic diagram of the application structure of the utility model.
图中,1预制块,2通孔,3耳板,4拉杆,5主体结构,6螺杆,7螺帽,8主体结构凸起构件。In the figure, 1 prefabricated block, 2 through holes, 3 lug plates, 4 tie rods, 5 main structure, 6 screw rods, 7 nuts, 8 protruding components of the main structure.
具体实施方式Detailed ways
下面将结合本实用新型的附图,对本实用新型的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The following will clearly and completely describe the technical solution of the utility model in conjunction with the accompanying drawings of the utility model. Obviously, the described embodiments are only some embodiments of the utility model, not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
根据图1-图3所示,将作为实施例所述的一种花篮架钢拉杆防干涉结构,包括预制块、拉杆、螺杆,所述预制块设置通孔,拉杆设置耳板孔,螺杆穿入通孔内,将预制块、拉杆通过螺杆固定在主体结构上。According to Fig. 1-Fig. 3, the anti-interference structure of a steel tie rod of a flower basket frame as an embodiment includes a prefabricated block, a tie rod, and a screw. into the through hole, and fix the prefabricated block and tie rod on the main structure through the screw rod.
预制块,由细石混凝土或砂浆预制以及内部混合的加强钢筋架构而成,制作预制块使用的细石混凝土或砂浆应与相应实体结构混凝土同等标号或高一级标号,预制块结构形状无特殊限制,根据主体线条结构,可采用圆柱状、方柱状等;预制块内设贯通的通孔,预制块尺寸及通孔尺寸根据工程具体情况确定,为了配合主体结构,预制块外侧设置贴合斜面,预制块要求能够与主体结构墙面有效贴合,耳板孔设置在拉杆的耳板部分,耳板与拉杆设置倾斜角度,设置斜面和倾斜角度的目的在于满足拉杆通过调整倾斜角能与预制块有效连接,预制块通孔尺寸与主体结构框架梁、剪力墙预留孔洞尺寸匹配,并满足预制块自身的施工强度要求。预制块、主体结构达到设计强度,根据工程施工要求布置预制块位置,使通孔、拉杆耳板孔、主体结构预留孔位置保持水平一致,用螺杆穿入通孔内,从主体结构内部用螺栓进行连接,从而固定拉杆。The prefabricated block is made of fine stone concrete or mortar prefabricated and internally mixed reinforced steel structure. The fine stone concrete or mortar used to make the prefabricated block should be of the same grade as the corresponding solid structure concrete or a higher grade. The shape of the prefabricated block has no special structure Restrictions, according to the main line structure, cylindrical, square column, etc. can be used; there are through holes in the prefabricated block, the size of the prefabricated block and the size of the through hole are determined according to the specific conditions of the project. , the prefabricated block is required to be able to fit effectively with the wall of the main structure, the ear plate hole is set on the ear plate part of the tie rod, the ear plate and the tie rod are set at an inclination angle, and the purpose of setting the inclination surface and the inclination angle is to meet the prefabricated tie bar by adjusting the inclination angle. The blocks are effectively connected, and the size of the through holes of the prefabricated blocks matches the size of the reserved holes in the frame beams and shear walls of the main structure, and meets the construction strength requirements of the prefabricated blocks themselves. The prefabricated block and the main structure reach the design strength, and the position of the prefabricated block is arranged according to the engineering construction requirements, so that the positions of the through hole, the ear plate hole of the tie rod, and the reserved hole of the main structure are kept at the same level. Bolts are connected to secure the tie rods.
本技术方案在于满足能够调节斜拉杆的固定点位置,将斜拉杆的固定点进行外延,避免了结构的凸起构件对花篮架钢拉杆的影响,同时因拉杆的固定点外延,增加拉杆的倾角,减小了拉杆的水平分力,使其受力更加合理。避免了主体结构凸起构件对花篮架钢拉杆的影响。The technical solution is to satisfy the need to adjust the fixed point position of the diagonal tie rod, extend the fixed point of the diagonal tie rod, avoid the influence of the protruding members of the structure on the steel tie rod of the basket frame, and at the same time increase the inclination angle of the tie rod due to the extension of the fixed point of the tie rod , which reduces the horizontal component force of the tie rod, making it more reasonable to bear the force. The influence of the protruding components of the main structure on the steel tie rods of the basket frame is avoided.
本实用新型的实施例,某项目高层住宅楼,层高18层,为剪力墙结构,经过设计选用爬架作为外墙防护作业,项目采用施工升降梯作为运输机械,常规施工方法主要是在电梯与主体楼层之间的空隙处搭设钢管架式接料平台,项目通过研究开发,确定本技术方案实施与连接方法。In the embodiment of the present utility model, a high-rise residential building of a certain project has 18 floors and is a shear wall structure. After design, a climbing frame is selected as the external wall protection operation. The project uses a construction elevator as a transportation machine. The conventional construction method is mainly in A steel pipe frame-type material receiving platform is set up in the gap between the elevator and the main floor. Through research and development of the project, the implementation and connection method of this technical scheme is determined.
实施例项目具备情况为:地上主体总高度52.5m,层高2.9m,二、十五层为线条层,本工程外脚手架施工方案采用上拉花篮式悬挑脚手架,上拉花篮式悬挑脚手架用型钢挑梁由螺栓固定在建筑物上,充分地利用了钢材抗拉的优越性能。其结构体系由悬挑承力钢梁和花篮螺杆两部分组成。高层建筑上拉花篮式悬挑架,悬挑承力钢梁由工字钢一端固定于主体结构,钢梁与建筑物之间采用螺栓连接,斜拉式圆钢拉杆固定在上部主体结构上,拉杆通过钢板相互连接,由花篮螺栓拧紧受力,组成一个三角形型钢承重体系,工字钢长度、拉杆长度、倾斜角度严格按照设计施工,从而保证上拉花篮式悬挑脚手架体系受力均匀。The conditions of the project in the embodiment are as follows: the total height of the main body on the ground is 52.5m, the storey height is 2.9m, and the second and fifteenth floors are line floors. The section steel cantilever is fixed on the building by bolts, which makes full use of the superior performance of steel tensile strength. Its structural system consists of two parts: cantilevered load-bearing steel beams and turnbuckle screws. High-rise buildings pull flower basket type cantilever frame, the cantilever load-bearing steel beam is fixed to the main structure by one end of the I-beam, the steel beam and the building are connected by bolts, and the cable-stayed round steel rod is fixed on the upper main structure. The tie rods are connected to each other through steel plates, and are tightened by turnbuckle bolts to form a triangular steel load-bearing system. The length of the I-beam, the length of the tie rods, and the angle of inclination are strictly in accordance with the design and construction, so as to ensure that the pull-up turnbuckle-type cantilevered scaffolding system is evenly stressed.
本工程首挑位于主体结构一层顶,工字钢一端固定于一层顶的主体结构上,拉杆一端通过与工字钢相连,另一端与二层主体结构相连。根据本工程设计图纸,二层线条为线条形,高10cm、宽25cm,长度沿二层梁底线性布置,存在如图3所示的主体结构凸起构件,因主体结构凸起构件的存在,对安装拉杆带来了极大的不便。据此设计预制块1为方形,尺寸为25cm*25cm*20cm,内设直径3cm、深20cm的通孔2,当预制块、主体结构达到设计强度,根据工程施工要求布置预制块位置,使通孔2、拉杆4的耳板3的预留孔、主体结构5的预留孔位置保持水平一致,用螺杆6穿入通孔2内,从主体结构5内侧用螺帽7进行连接,从而固定拉杆4。在安装过程中未出现损坏主体等情况,后续使用中满足正常使用功能,保证了混凝土实体质量及外观,拉杆支撑混凝土垫块的使用效果良好。The first pick of this project is located on the top of the main structure on the first floor. One end of the I-beam is fixed on the main structure on the first floor. One end of the tie rod is connected to the I-beam, and the other end is connected to the main structure on the second floor. According to the design drawings of this project, the lines on the second floor are line-shaped, with a height of 10cm and a width of 25cm, and the length is arranged linearly along the bottom of the beam on the second floor. There are protruding components of the main structure as shown in Figure 3. It brings great inconvenience to the installation of the pull rod. According to this, the prefabricated block 1 is designed to be square, with a size of 25cm*25cm*20cm, and a through hole 2 with a diameter of 3cm and a depth of 20cm is arranged inside. The holes 2, the reserved holes of the lug plate 3 of the pull rod 4, and the reserved holes of the main structure 5 are kept at the same level, and the screw rod 6 is inserted into the through hole 2, and connected with the nut 7 from the inside of the main structure 5, thereby fixing Pull rod 4. There was no damage to the main body during the installation process, and the normal use function was satisfied in the subsequent use, ensuring the quality and appearance of the concrete entity, and the use effect of the concrete pad supported by the tie rod was good.
以上所述,仅为本实用新型的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应所述以权利要求的保护范围为准。The above is only a specific embodiment of the present utility model, but the scope of protection of the present utility model is not limited thereto. Anyone familiar with the technical field can easily think of changes or changes within the technical scope disclosed by the utility model Replacement should be covered within the protection scope of the present utility model. Therefore, the protection scope of the present utility model should be based on the protection scope of the claims.
Claims (7)
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