CN105332425B - External attachment structure is hung in beam or post based on BIM - Google Patents
External attachment structure is hung in beam or post based on BIM Download PDFInfo
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Abstract
本发明公开了一种基于BIM的梁或柱内挂外接连接结构,在梁与柱之间或者在梁与梁之间设置主动连接件和被动连接件;主动连接件套固于梁或柱端部,主动连接件主体的前端面设置有n形挂钩,并在前端面的边缘设置有连接法兰;被动连接件是在梁或柱或被动连接件的侧壁设置有挂接孔,挂接孔与n形挂钩匹配安装。本发明采用了楔形挂钩或楔形挂接孔的结构,使梁与柱对插安装有,在自重作用下向下滑动后达到相互挤压紧密贴合的作用,现场连接速度非常快,无需人为扶正或增设辅件工作。定位压紧后的梁与柱之间通过法兰连接,可采用自攻螺钉或者横穿螺杆或者焊接的方式固定连接。存在了挂钩支撑和法兰支撑两种支撑方式,提高了梁与柱之间的连接强度。本发明结构简单,现场施工速度非常快,适合推广实施。
The invention discloses a BIM-based beam or column hanging and external connection structure, in which an active connector and a passive connector are arranged between the beam and the column or between the beam and the beam; the active connector is sleeved and fixed on the end of the beam or column The front end of the main body of the active connector is provided with an n-shaped hook, and a connecting flange is arranged on the edge of the front end; the passive connector is provided with a hooking hole on the side wall of the beam or column or the passive connector, and the hooking The holes match the n-shaped hooks for installation. The present invention adopts the structure of wedge-shaped hook or wedge-shaped hooking hole, so that the beam and the column are inserted and installed, and then slide down under the action of self-weight to achieve the effect of mutual extrusion and tight fit. The on-site connection speed is very fast, and no human support is required Or add accessories. The beams and columns after positioning and compression are connected by flanges, which can be fixedly connected by self-tapping screws, crossing screw rods or welding. There are two support methods of hook support and flange support, which improve the connection strength between beams and columns. The invention has simple structure and very fast on-site construction speed, and is suitable for popularization and implementation.
Description
技术领域technical field
本发明涉及建筑结构房屋梁或柱连接技术领域,特别是涉及一种基于BIM的梁或柱内挂外接连接结构。The invention relates to the technical field of beam or column connection of building structures, in particular to a BIM-based beam or column internal hanging and external connection structure.
背景技术Background technique
建筑结构房屋的立柱与横梁的连接设计是墙体设计中的一个难点和重点, 目前关于建筑房屋的立柱与横梁的连接的方法种类繁多, 例如: 横竖插接式、 角码胀浮式、角码插接式、 通槽螺栓式、 双向锁紧式等。普遍存在如下问题:(1)连接结构复杂导致制造成本高和现场施工效率低,提高梁与柱或者梁与梁承载时需要设置防脱离结构,需要增加额外配合件。(2)定位性差影响施工效率,现场组装梁与柱时通常为高空作业,定位性差增加施工难度。(3)受力强度较差,现有梁与柱或者梁与梁的各种连接结构中,通常只有一种连接约束关系。(4)对接配合紧密型差,需要辅以人力使其结合再固定,容易形成梁与柱或者梁与梁间隙。The connection design of the column and the beam of the building structure is a difficult and important point in the wall design. At present, there are various methods for the connection of the column and the beam of the building, such as: horizontal and vertical plug-in type, corner expansion and floating Code plug-in type, through-slot bolt type, two-way locking type, etc. The following problems generally exist: (1) The complex connection structure leads to high manufacturing costs and low on-site construction efficiency. When increasing the load capacity of beams and columns or beams and beams, it is necessary to set up anti-detachment structures and add additional fittings. (2) Poor positioning affects construction efficiency. When assembling beams and columns on site, it is usually a high-altitude operation, and poor positioning increases construction difficulty. (3) The stress strength is poor. In the various connection structures between beams and columns or beams and beams, there is usually only one connection constraint relationship. (4) The tightness of the butt joint is poor, and it needs to be supplemented by manpower to make it combined and then fixed, and it is easy to form a beam-to-column or beam-to-beam gap.
在现有技术中,采用了连接件与薄壁钢型材之间通过箍紧钢带进行快速对接的方案。该方案适合短期快速组件薄壁钢结构房屋,结构设计合理,在无故障条件下强度较高。然而,上述专利技术在投入实施过程中存在型材制造难度大的问题,不能很好地与现有型材成型机相结合,需要专用成型设备,成本高。在该专利技术中,将管状或槽状型材套装于连接件外侧,再利用连接件上的箍槽作为防脱落固定中心,用箍紧钢带将型材强制压缩在箍槽内。但在实际使用过程中,由于箍槽两侧翼板的边缘存在台阶和棱边,而薄壁钢型材的厚度非常薄,通常在0.3mm左右,被箍紧钢带压缩变形后的薄壁钢型材很容易破损,破损后导致型材强度明显降低,甚至会造成整个型材断裂,而且破损后形成的空洞无法进行防腐处理,雨水进入破损缝隙后造成连接结构受到腐蚀问题。In the prior art, a solution of quick butt joint between the connecting piece and the thin-walled steel profile by tightening the steel strip is adopted. This scheme is suitable for short-term rapid assembly of thin-walled steel structure houses, with reasonable structural design and high strength under no-failure conditions. However, the above-mentioned patented technology has the problem of great difficulty in profile manufacturing during the implementation process, and cannot be well combined with existing profile forming machines, requiring special forming equipment and high cost. In this patented technology, the tubular or trough-shaped profile is placed on the outside of the connector, and then the hoop groove on the connector is used as the anti-falling fixing center, and the profile is forcibly compressed in the hoop groove with a hoop steel belt. However, in actual use, because there are steps and edges on the edges of the flanges on both sides of the hoop groove, and the thickness of the thin-walled steel profile is very thin, usually about 0.3mm, the thin-walled steel profile after being compressed and deformed by the hooped steel belt is easily damaged. After the damage, the strength of the profile will be significantly reduced, and even the entire profile will be broken, and the cavity formed after the damage cannot be treated with anti-corrosion. After the rainwater enters the damaged gap, the connection structure will be corroded.
发明内容Contents of the invention
本发明的目的是针对现有建筑房屋梁与柱或梁与梁之间在快速连接时存在的问题和不足,提供一种基于BIM的梁或柱内挂外接连接结构,用于现场快速组装、实现自动压紧定位和连接牢固稳定。The purpose of the present invention is to provide a BIM-based beam or column inner-hanging and outer-connection connection structure for quick assembly, Realize automatic pressing positioning and firm and stable connection.
为实现上述发明目的采用如下技术方案:一种基于BIM的梁或柱内挂外接连接结构,包括梁或柱以及连接件,在梁与柱之间或者在梁与梁之间设置主动连接件和被动连接件;主动连接件套固于梁或柱端部,主动连接件主体的前端面设置有n形挂钩,并在前端面的边缘设置有连接法兰;被动连接件是在梁或柱或被动连接件的侧壁设置有挂接孔,挂接孔与n形挂钩匹配;n形挂钩的沟槽为楔形槽,或者挂接孔的孔壁为楔形壁,使n形挂钩与挂接孔之间处于斜面压紧配合结构;所述连接法兰与薄壁钢梁或柱或被动连接件之间固定连接;主动连接件主体侧壁设置有扎带定位槽,主动连接件与梁或柱套装后通过钢扎带约束固定。In order to realize the purpose of the above invention, the following technical solution is adopted: a BIM-based beam or column hanging and external connection structure, including beams or columns and connectors, and active connectors and beams are set between beams and columns or between beams. Passive connector; the active connector is fixed on the end of the beam or column, and the front face of the main body of the active connector is provided with an n-shaped hook, and a connecting flange is arranged on the edge of the front face; the passive connector is on the beam or column or The side wall of the passive connector is provided with a hooking hole, and the hooking hole matches the n-shaped hook; the groove of the n-shaped hook is a wedge-shaped groove, or the hole wall of the hooking hole is a wedge-shaped wall, so that the n-shaped hook and the hooking hole The connection flange is fixedly connected with the thin-walled steel beam or column or the passive connector; the side wall of the main body of the active connector is provided with a cable tie positioning groove. After the active connector is fitted with the beam or column Secured by steel cable ties.
所述主动连接件是由钢板折叠而成的单体式主动连接件,折叠钢板包括位于中心的后壁,后壁两侧边分别连接有侧壁,后壁的边上下分别连接有上、下壁,上、下壁外边分别连接有法兰,两侧壁外边分别连接有前壁,前壁设置有挂钩;折叠后形成的主动连接件的对接缝处焊固为一体。The active connector is a single active connector made of folded steel plates. The folded steel plate includes a rear wall located in the center. The two sides of the rear wall are respectively connected with side walls, and the upper and lower sides of the rear wall are respectively connected with upper and lower The outer edges of the upper and lower walls are respectively connected with flanges, the outer edges of the two side walls are respectively connected with front walls, and the front walls are provided with hooks; the butt joints of the active connecting parts formed after folding are welded and solidified as a whole.
所述主动连接件是由两个对扣C型钢组合焊接而成的C型钢组合式主动连接件,两对扣的C型钢内侧至少在端部位置匹配焊接腹板,两对扣的C型钢外侧表面设置冲压或冲孔的定位凹槽;各腹板与槽形钢板或槽形连接板的两侧边板之间设置有向外开口的让位槽;在两对扣的C型钢的外侧设置有扎带定位槽,卡槽设置在与腹板对应的位置。The active connector is a C-shaped steel combined active connector welded by two paired C-shaped steels. The inner sides of the C-shaped steels of the two paired buckles match the welded web at least at the end position, and the outer sides of the C-shaped steels of the two paired buckles There are positioning grooves for stamping or punching on the surface; there are relief grooves that open outward between each web plate and the two side plates of the channel-shaped steel plate or the channel-shaped connecting plate; There are cable tie positioning slots, and the card slots are arranged at positions corresponding to the web.
主动连接件是在薄壁钢梁或柱端部套固一个含有挂钩的连接头。The active connector is a connector with a hook that is sleeved at the end of a thin-walled steel beam or column.
在所述梁或柱上粘贴有BIM定位片,BIM定位片携带位置、孔位和角度信息;所述BIM定位片为二维码或三维码。利用激光扫描仪对焊接点的位置扫描,并利用BIM信息扫描仪对BIM定位片扫描后,利用机械焊臂根据扫描定位信息对焊接点进行自动焊接。A BIM positioning sheet is pasted on the beam or column, and the BIM positioning sheet carries position, hole position and angle information; the BIM positioning sheet is a two-dimensional code or a three-dimensional code. Use the laser scanner to scan the position of the welding point, and use the BIM information scanner to scan the BIM positioning sheet, and use the mechanical welding arm to automatically weld the welding point according to the scanning positioning information.
所述梁或柱为薄壁梁或柱,或者为木梁或柱,或者为钢木梁或柱。The beam or column is a thin-walled beam or column, or a wooden beam or column, or a steel-wood beam or column.
所述薄壁梁或柱为单体式或者为C型钢组合梁或柱,所述C型钢组合梁或柱包括两对扣C型钢,并且各C型钢的翼板边缘设有向内翻转的内翻边;C型钢组合梁或柱匹配套装在C型钢组合式被动连接件的外侧,并通过钢扎带约束固定。所述C型钢组合式被动连接件包括两个对扣焊接为一体的C型钢,两对扣的C型钢内侧至少在端部位置匹配焊接腹板,两对扣的C型钢外侧表面设置冲压或冲孔的定位凹槽;各腹板与槽形钢板或槽形连接板的两侧边板之间设置有向外开口的让位槽;在两对扣的C型钢的外侧设置有扎带定位槽,卡槽设置在与腹板对应的位置。The thin-walled beam or column is a single type or a C-shaped steel composite beam or column, and the C-shaped steel composite beam or column includes two pairs of buckled C-shaped steel, and the edge of each C-shaped steel flange is provided with an inwardly turned inner flange ; The C-shaped steel composite beam or column is matched and set on the outside of the C-shaped steel composite passive connector, and is restrained and fixed by steel cable ties. The C-shaped steel combined passive connector includes two C-shaped steels that are welded as a whole. The inner sides of the C-shaped steels of the two paired buckles match the welded webs at least at the end positions. The positioning groove of the hole; there is an outwardly opening relief groove between each web plate and the two side plates of the channel-shaped steel plate or the channel-shaped connecting plate; there is a cable tie positioning groove on the outside of the C-shaped steel of the two buckles , the slot is set at the position corresponding to the web.
有益效果:本发明首先通过挂接定位,采用了楔形挂钩或楔形挂接孔的结构,使梁与柱对插安装有,在自重作用下向下滑动后达到相互挤压紧密贴合的作用,现场连接速度非常快,无需人为扶正或增设辅件工作。定位压紧后的梁与柱之间通过法兰连接,可采用自攻螺钉或者横穿螺杆或者焊接的方式固定连接。从而,本发明中梁与柱之间存在了挂钩支撑和法兰支撑两种支撑方式,提高了梁与柱之间的连接强度。本发明结构简单,现场施工速度非常快,适合推广实施。Beneficial effects: the present invention adopts the structure of wedge-shaped hook or wedge-shaped hook hole through hooking and positioning, so that the beam and column are installed oppositely, and then slide down under the action of their own weight to achieve the effect of mutual extrusion and tight fit. The on-site connection speed is very fast, and there is no need for human righting or additional auxiliary work. The beams and columns after positioning and compression are connected by flanges, which can be fixedly connected by self-tapping screws, crossing screw rods or welding. Therefore, there are two supporting modes of hook support and flange support between the beam and the column in the present invention, which improves the connection strength between the beam and the column. The invention has simple structure, very fast on-site construction speed, and is suitable for popularization and implementation.
设置C型钢组合式主动连接件和C型钢组合式被动连接件与C型钢组合梁或柱,组合接头内侧设置的让位孔与组合梁的内翻边相互扣合并被压缩在一起,达到内外嵌套效果,再通过紧固钢带进行压缩固定后,达到固定且防滑脱效果。不会出现局部受挤压而破损问题,通过箍紧钢带可以达到简便、高效施工的目的,不需要焊接或铆接等工艺步骤,而且连接强度高,不易滑脱。C-shaped steel combined active connectors and C-shaped steel combined passive connectors are set with C-shaped steel composite beams or columns. The relief holes set on the inside of the combined joints and the inward flanges of the composite beams are interlocked and compressed together to achieve internal and external embedding. The sleeve effect is achieved, and then compressed and fixed by the fastening steel belt to achieve a fixed and anti-slip effect. There will be no problem of partial extrusion and damage, and the purpose of simple and efficient construction can be achieved by tightening the steel belt. No welding or riveting and other process steps are required, and the connection strength is high, and it is not easy to slip off.
本发明不仅可用于钢构梁或柱,也适用于木结构梁或柱,或钢木复合结梁或柱。而且还可用于其他对接的支撑结构、各种形式的杆件连接结构,以及内外墙连接等结构。The present invention can be used not only for steel beams or columns, but also for wood beams or columns, or steel-wood composite beams or columns. Moreover, it can also be used for other butt joint support structures, various forms of rod connection structures, and internal and external wall connections.
附图说明Description of drawings
图1是本发明梁柱挂接结构的使用状态示意图;Fig. 1 is the use state schematic diagram of beam-column articulated structure of the present invention;
图2是图1的装配状态示意图;Fig. 2 is a schematic diagram of the assembled state of Fig. 1;
图3是图2中主动连接件的立体结构示意图;Fig. 3 is a schematic diagram of the three-dimensional structure of the active connector in Fig. 2;
图4是图3的主视图;Fig. 4 is the front view of Fig. 3;
图5是图3的侧视图;Fig. 5 is a side view of Fig. 3;
图6是图3的俯视图;Fig. 6 is the top view of Fig. 3;
图7是图3的展开状态示意图;Fig. 7 is a schematic diagram of the expanded state of Fig. 3;
图8是本发明组合梁柱挂接结构示意图;Fig. 8 is a schematic diagram of the structure of the composite beam-column connection of the present invention;
图9是图8的侧面结构示意图;Fig. 9 is a schematic diagram of the side structure of Fig. 8;
图10是图9的A-A剖面结构示意图;Fig. 10 is a schematic diagram of the A-A sectional structure of Fig. 9;
图11是本发明另一种连接状态示意图;Fig. 11 is a schematic diagram of another connection state of the present invention;
图12是另一种主动连接件结构示意图。Fig. 12 is a schematic structural diagram of another active connector.
图中,标号1为单体柱,1a为C型钢组合柱,2为单体梁,2a为C型钢组合梁,21为压槽,22为内翻边,3为单体式主动连接件,3a为C型钢组合式主动连接件,30为压槽,31为连接法兰,32为连接孔,33为n形挂钩,34为挂钩支撑壁,35为侧壁,36为上壁,37为后壁,38为焊缝,39为内撑腹板,4为挂接孔,5为C型钢组合式被动连接件,51为扎带定位槽,52为压槽,53为内撑腹板,6为钢扎带,7为让位槽,8为自攻螺丝,9为BIM定位片。In the figure, the number 1 is a single column, 1a is a C-shaped steel composite column, 2 is a single beam, 2a is a C-shaped steel composite beam, 21 is a pressure groove, 22 is an inner flange, and 3 is a single active connector. 3a is a C-shaped steel combined active connector, 30 is a pressure groove, 31 is a connecting flange, 32 is a connecting hole, 33 is an n-shaped hook, 34 is a hook support wall, 35 is a side wall, 36 is an upper wall, 37 is a The rear wall, 38 is the weld, 39 is the inner support web, 4 is the hook hole, 5 is the C-shaped steel combined passive connector, 51 is the cable tie positioning groove, 52 is the pressure groove, 53 is the inner support web, 6 is a steel cable tie, 7 is a relief slot, 8 is a self-tapping screw, and 9 is a BIM positioning piece.
具体实施方式Detailed ways
实施例1:一种基于BIM的梁或柱内挂外接连接结构,参见图1和图2,采用薄壁钢单体梁和薄壁钢单体柱,在梁与柱之间设置主动连接件和被动连接结构。Embodiment 1: A BIM-based beam or column hanging inside and outside connection structure, see Figure 1 and Figure 2, using a thin-walled steel single beam and a thin-walled steel single column, and setting an active connector and a passive connection structure between the beam and the column .
其中,主动连接件参见图1-图6所示,该主动连接件包括前壁、后壁、两侧壁和上下壁,以及在上下壁设置的连接法兰31和在前壁(挂钩支撑壁34)设置的n形挂钩33。实际上,本实施例所述主动连接件是有钢板折叠而成的单体式主动连接件,参见图7。折叠钢板包括位于中心的后壁,后壁两侧边分别连接有侧壁,后壁的边上下分别连接有上、下壁,上、下壁外边分别连接有法兰,两侧壁外边分别连接有前壁,前壁设置有挂钩;折叠后形成的主动连接件的对接缝处焊固为一体。Wherein, the active connector is shown in Fig. 1-Fig. 6, and the active connector includes a front wall, a rear wall, two side walls and upper and lower walls, as well as connecting flanges 31 arranged on the upper and lower walls and the front wall (hook support wall). 34) Set the n-shaped hook 33. In fact, the active connector described in this embodiment is a single active connector made of folded steel plates, as shown in FIG. 7 . The folded steel plate includes a rear wall located in the center, the two sides of the rear wall are respectively connected with side walls, the upper and lower sides of the rear wall are respectively connected with upper and lower walls, the outer sides of the upper and lower walls are respectively connected with flanges, and the outer sides of the two side walls are respectively connected with There is a front wall, and the front wall is provided with hooks; the butt seams of the active connecting parts formed after folding are welded and solidified as a whole.
主动连接件套固于梁端部,主动连接件主体侧壁设置有扎带定位槽51,主动连接件与梁或柱套装后通过钢扎带6约束固定。本实施例中的被动连接结构是在梁或柱或被动连接件的侧壁设置有挂接孔4,挂接孔4与n形挂钩33匹配安装。The active connector is fixed on the end of the beam, and the side wall of the main body of the active connector is provided with a cable tie positioning groove 51. After the active connector is fitted with the beam or column, it is restrained and fixed by the steel cable tie 6. The passive connection structure in this embodiment is provided with a hook hole 4 on the side wall of the beam or column or the passive connector, and the hook hole 4 is matched with the n-shaped hook 33 for installation.
本发明的主动连接件具有挂接定位作用,采用了楔形挂钩或楔形挂接孔的结构:将n形挂钩33的沟槽设置为楔形槽(下端入口宽度大于上端槽底宽度),或者将挂接孔4的孔壁为楔形壁,以达到使n形挂钩33与挂接孔4之间处于斜面压紧配合结构。在自重作用下向下滑动后达到相互挤压紧密贴合的作用,现场连接速度非常快,无需人为扶正或增设辅件工作。定位压紧后的梁与柱之间通过法兰连接,可采用自攻螺钉,或者横穿螺杆,或者焊接的方式固定连接。从而,本发明中梁与柱之间存在了挂钩支撑和法兰支撑两种支撑方式,提高了梁与柱之间的连接强度,现场施工速度非常快。The active connector of the present invention has the function of hooking and positioning, and adopts the structure of a wedge-shaped hook or a wedge-shaped hooking hole: the groove of the n-shaped hook 33 is set as a wedge-shaped groove (the width of the lower end entrance is greater than the width of the upper end groove bottom), or the hook The hole wall of the connection hole 4 is a wedge-shaped wall, so as to make the n-shaped hook 33 and the connection hole 4 be in an inclined-plane compression fit structure. After sliding down under the action of its own weight, it can be squeezed and tightly fitted to each other. The on-site connection speed is very fast, and there is no need for artificial righting or additional accessories. The beams and columns after positioning and compression are connected by flanges, which can be fixedly connected by self-tapping screws, crossing screw rods, or welding. Therefore, there are two support modes of hook support and flange support between the beam and the column in the present invention, which improves the connection strength between the beam and the column, and the construction speed on site is very fast.
另外,在所述梁或柱上粘贴有BIM定位片9,BIM定位片9携带位置、孔位和角度信息;所述BIM定位片9为二维码或三维码。二维码或三维码中心可设置有觇标,二维码或三维码中包含BIM信息,包含建筑构件的设计信息、施工工艺信息、材质信息,以及与其他相邻构件之间的连接信息。所述设计信息包括构件名称、构件在整个建筑中的位置、构件的形状、构件的安装位置、构件的材料、构件的工程性能。所述施工工艺信息包括施工工序、方法、进度、成本、质量要求。所述连接信息包括与其相连接的构件的名称,以及连接位置和连接方式。定位片在整个钢结构工程构件中具有与 BIM 相适配的唯一的身份编号。工人可以根据连接板上的BIM数字图形片上的携带的信息,确定定位板的位置与角度;保证连接板位置和孔位置正确与精度;施工管理人员可以根据这些信息进行验收和检查。In addition, a BIM positioning sheet 9 is pasted on the beam or column, and the BIM positioning sheet 9 carries position, hole position and angle information; the BIM positioning sheet 9 is a two-dimensional code or a three-dimensional code. A target can be set in the center of the two-dimensional code or three-dimensional code, and the two-dimensional code or three-dimensional code contains BIM information, including design information, construction process information, material information of building components, and connection information with other adjacent components. The design information includes the name of the component, the position of the component in the whole building, the shape of the component, the installation position of the component, the material of the component, and the engineering performance of the component. The construction process information includes construction procedures, methods, progress, cost, and quality requirements. The connection information includes the name of the component connected to it, as well as the connection location and connection method. The positioning piece has a unique ID number compatible with BIM in the entire steel structure engineering component. Workers can determine the position and angle of the positioning board according to the information carried on the BIM digital graphic sheet on the connection board; ensure the correctness and accuracy of the connection board position and hole position; construction management personnel can conduct acceptance and inspection based on these information.
该定位片依据用途的不同,所携带的信息不同,但所有信息均是依据BIM的格式和数据编制入定位片的二维码或者三维码中,并打印在定位片上;该定位片的应用,能够使BIM 中的各类数据准确的传递和识别,定位片的二维码或三维码中还提供有焊接机器人所需的焊接信息,能够帮助焊接机器人完成自动化的焊接过程。扫描终端可以是专用的扫描终端或者是能够识别二维码或者三维码的手机。另外在该贴片中还可以加入纳米微电子片,用于实时反馈构件双向转角。The positioning sheet carries different information according to different uses, but all information is compiled into the two-dimensional code or three-dimensional code of the positioning sheet based on the BIM format and data, and printed on the positioning sheet; the application of the positioning sheet, It can accurately transmit and identify all kinds of data in BIM, and the two-dimensional code or three-dimensional code of the positioning sheet also provides the welding information required by the welding robot, which can help the welding robot complete the automatic welding process. The scanning terminal can be a dedicated scanning terminal or a mobile phone capable of recognizing two-dimensional codes or three-dimensional codes. In addition, nano-microelectronic chips can also be added to the patch for real-time feedback of the bidirectional corners of the components.
实施例2:以实施例1为基础,分别对梁和柱以及主动连接件进行修改,形成C型钢组合梁2a、C型钢组合柱1a、C型钢组合主动连接件3a和C型钢组合被动连接件5。参见图8-图10,主动连接件是由两个对扣C型钢组合焊接而成的C型钢组合式主动连接件,两对扣的C型钢内侧至少在端部位置匹配焊接腹板,两对扣的C型钢外侧表面设置冲压或冲孔的定位凹槽;各腹板与槽形钢板或槽形连接板的两侧边板之间设置有向外开口的让位槽;在两对扣的C型钢的外侧设置有扎带定位槽51,卡槽设置在与腹板对应的位置。Embodiment 2: Based on Embodiment 1, the beams, columns and active connectors are respectively modified to form a C-shaped steel composite beam 2a, a C-shaped steel composite column 1a, a C-shaped steel composite active connector 3a and a C-shaped steel composite passive connector 5. See Figures 8-10. The active connector is a C-shaped steel combined active connector welded by two buckle C-shaped steels. The inner sides of the two buckled C-shaped steels match the welded web at least at the end position. The outer surface of the C-shaped steel of the buckle is provided with a positioning groove for punching or punching; a relief groove opening outward is provided between each web plate and the two side plates of the channel-shaped steel plate or the channel-shaped connecting plate; The outer side of the C-shaped steel is provided with a cable tie positioning groove 51, and the clamping groove is arranged at a position corresponding to the web.
所述梁或柱为薄壁梁或柱。薄壁梁或柱为单体式或者为C型钢组合梁或柱,所述C型钢组合梁或柱包括两对扣C型钢,并且各C型钢的翼板边缘设有向内翻转的内翻边;C型钢组合梁或柱匹配套装在C型钢组合式被动连接件5的外侧,并通过钢扎带6约束固定。所述C型钢组合式被动连接件5包括两个对扣焊接为一体的C型钢,两对扣的C型钢内侧至少在端部位置匹配焊接腹板,两对扣的C型钢外侧表面设置冲压或冲孔的定位凹槽;各腹板与槽形钢板或槽形连接板的两侧边板之间设置有向外开口的让位槽;在两对扣的C型钢的外侧设置有扎带定位槽51,卡槽设置在与腹板对应的位置。The beam or column is a thin-walled beam or column. The thin-walled beam or column is a single type or a C-shaped steel composite beam or column, and the C-shaped steel composite beam or column includes two pairs of buckled C-shaped steels, and the edge of each C-shaped steel flange is provided with an inwardly turned inward flange; C The steel composite beam or column is matched and set on the outside of the C-shaped steel composite passive connector 5, and is restrained and fixed by the steel cable tie 6. The C-shaped steel combined passive connector 5 includes two C-shaped steels that are welded as a whole, the inner sides of the C-shaped steels of the two paired buckles match the welded web at least at the end positions, and the outer surfaces of the C-shaped steels of the two paired buckles are stamped or stamped. Positioning groove for punching holes; an outwardly opening relief groove is provided between each web plate and the two side plates of the channel-shaped steel plate or the channel-shaped connecting plate; a cable tie is provided on the outside of the two pairs of buckle C-shaped steel for positioning Groove 51, the clamping groove is arranged at the position corresponding to the web.
实施例3:实施例1中的梁或柱为薄壁梁或柱,本实施例采用木梁或柱,或者为钢木梁或柱。参见图11,将主动连接件套装在梁或柱端部,通过钢扎带6固定。Embodiment 3: The beam or column in Embodiment 1 is a thin-walled beam or column, and this embodiment adopts a wooden beam or column, or a steel-wood beam or column. Referring to FIG. 11 , put the active connector on the end of the beam or column, and fix it with a steel cable tie 6 .
实施例4:内容与实施例1基本相同,相同之处不重述,不同的是:采用另一种主动连接头,如图12所示,主动连接头的前壁上均布有多个n形挂钩33,且法兰周围均布有多个固定孔,可通过自攻螺丝8或者贯穿螺栓对法兰进行固定。Embodiment 4: The content is basically the same as that of Embodiment 1, and the similarities will not be repeated. The difference is that another active connector is used. As shown in Figure 12, a plurality of n are evenly distributed on the front wall of the active connector. shaped hook 33, and a plurality of fixing holes are uniformly distributed around the flange, and the flange can be fixed by self-tapping screws 8 or through bolts.
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| CN110241920B (en) * | 2018-03-10 | 2021-02-02 | 北京振兴同创钢结构工程有限公司 | Steel column connection structure |
| CN108691378B (en) * | 2018-05-25 | 2024-02-27 | 中铁建工集团建筑安装有限公司 | A glass curtain wall keel structure and installation method |
| CN110005059B (en) * | 2019-04-28 | 2020-11-17 | 上海绿地建设(集团)有限公司 | Steel construction for building connection that can install fast |
| CN113356361A (en) * | 2021-05-27 | 2021-09-07 | 卫振海 | Production and assembly process of assembled building component based on steel-concrete composite section bar |
| CN113653187A (en) * | 2021-09-10 | 2021-11-16 | 广州市房屋开发建设有限公司 | Joint connecting structure of concrete column and wood beam and construction method thereof |
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| CN2620733Y (en) * | 2003-05-09 | 2004-06-16 | 郑光远 | Cylindrical beam connector |
| JP2006214239A (en) * | 2005-02-07 | 2006-08-17 | Kagoshima Univ | Beam-column semi-rigid connection structure and steel frame |
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Effective date of registration: 20230112 Address after: Zone A, Floor 2, No. 18-3, Yucai Huayuan, Dongfu Road, Dongxing Community, Chengdong Street, Fengze District, Quanzhou City, Fujian Province, 362000 Patentee after: Fujian Lvzhu Low Carbon Technology Co.,Ltd. Address before: 450001 5 Cherry Blossom Street, hi tech Development Zone, Zhengzhou, Henan Patentee before: HENAN OCAR PARKER TECHNOLOGY Co.,Ltd. |