CN107060088A - A kind of steel construction mortise-tenon joint part and attaching method thereof - Google Patents

A kind of steel construction mortise-tenon joint part and attaching method thereof Download PDF

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Publication number
CN107060088A
CN107060088A CN201710212166.3A CN201710212166A CN107060088A CN 107060088 A CN107060088 A CN 107060088A CN 201710212166 A CN201710212166 A CN 201710212166A CN 107060088 A CN107060088 A CN 107060088A
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tenon
groove
steel
tongue
mortise
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张勤
王娜
李三亚
吴耀青
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Hohai University HHU
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Hohai University HHU
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2409Hooks, dovetails or other interlocking connections

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

本发明公开一种钢结构榫卯连接件,包括榫头、榫槽,所述榫头为工字型钢结构,榫槽为T型钢滑槽,工字型钢结构和T型钢滑槽之间榫卯结合紧密;另外,所述工字型钢榫头上翼缘两侧沿高度方向分别设有凹槽;所述T型钢榫槽翼缘两侧沿高度方向分别设有凸头,凸头和凹槽恰好完全契合;所述榫头与榫槽还通过固定螺栓进行锚固;所述榫头和榫槽二者在连接前分别与钢构件一和钢构件二连接。本发明同时提供了其连接方法。本发明在钢构件之间的连接件采用的是榫卯装配式接头,不仅不会在连接处削弱原构件尺寸,而且还在连接处增强了尺寸,保证构件连接牢靠;此外榫卯接头的结合面较大,有很强的截面抗剪能力,安全度更高。

The invention discloses a steel structure mortise and tenon joint, comprising a tenon and a tenon, the tenon is an I-shaped steel structure, the tenon and groove is a T-shaped steel chute, and the mortise and tenon joint between the I-shaped steel structure and the T-shaped steel chute is tight In addition, the two sides of the upper flange of the I-shaped steel tenon are respectively provided with grooves along the height direction; the two sides of the T-shaped steel tongue and groove flange are respectively provided with protrusions along the height direction, and the protrusions and the grooves are just completely matched. The mortise and the mortise are also anchored by fixing bolts; the mortise and the mortise are respectively connected to the first steel component and the second steel component before the connection. The invention also provides its connection method. The joints between the steel components in the present invention are mortise and tenon assembled joints, which not only will not weaken the size of the original components at the joints, but also increase the size of the joints to ensure that the components are firmly connected; in addition, the combination of tenon and tenon joints Larger surface, strong cross-sectional shear resistance, and higher safety.

Description

一种钢结构榫卯连接件及其连接方法A kind of steel structure mortise and tenon joint and its connection method

技术领域technical field

本发明属于建筑用连接件技术领域,具体涉及一种钢结构榫卯连接件及其连接方法。The invention belongs to the technical field of building connectors, and in particular relates to a steel structure mortise and tenon connector and a connecting method thereof.

背景技术Background technique

由于钢材强度高、变形性能好且施工简便,因而大型厂房、场馆及超高层建筑等均做成钢结构。在钢结构建筑中,各构件或者部件之间一般采用焊接、铆接和螺栓连接等连接方式进行连接,这些传统的连接方式通常需要在构件连接处进行开洞、钻孔或是焊接等,而这些措施在一定程度上会造成结构或构件损伤,影响结构的完整性,加之开洞或焊接处往往是应力集中处,正是结构的受力薄弱处,这无论对于锚固栓钉还是焊缝都有较高的强度和变形能力要求,稍处理不好就会造成构件脱节甚至结构破坏。Due to the high strength of steel, good deformation performance and easy construction, large factories, venues and super high-rise buildings are all made of steel structures. In steel structure buildings, the components or components are generally connected by welding, riveting and bolt connection. These traditional connection methods usually require opening, drilling or welding at the joints of components, and these The measures will cause damage to the structure or components to a certain extent, and affect the integrity of the structure. In addition, the opening or welding is often the stress concentration point, which is the weak point of the structure. This is true for both anchor bolts and welds. High strength and deformation capacity requirements, a little improper treatment will cause disjointed components or even structural damage.

在连接方式上,传统的连接方式受施工人员的连接技术水平和施工现场环境影响较大,构件连接质量难以准确控制,对于复杂钢构件连接及高空作业环境时,施工质量就更难以保证,势必影响结构安全。除上述问题外,目前国家正在大力推行装配式建筑并发展建筑工业化以改善环境并控制能耗,这就要求未来的建筑施工现场要尽量减少高能耗、高环境污染的施工作业,对于现场焊接、开洞及钻孔等传统钢构件连接方式和施工方法要进行改进和调整。但目前对于开发此类钢构件连接件的报道还尚少见到。In terms of connection methods, the traditional connection method is greatly affected by the connection technology level of the construction personnel and the construction site environment. affect structural safety. In addition to the above problems, the country is currently vigorously promoting prefabricated buildings and developing building industrialization to improve the environment and control energy consumption. This requires future construction sites to minimize construction operations with high energy consumption and high environmental pollution. For on-site welding, Traditional steel component connection methods and construction methods such as opening and drilling need to be improved and adjusted. However, there are still few reports on the development of such steel member connectors.

综上所述,针对钢构件的连接问题,有必要研究更安全可靠且适用于未来建筑工业化发展的钢构件连接件和连接方法。To sum up, for the connection of steel components, it is necessary to study steel component connectors and connection methods that are safer, more reliable and suitable for the future development of building industrialization.

发明内容Contents of the invention

针对上述现有技术中的不足,本发明提供了一种结构简单、连接可靠、施工方便且能耗少的钢构件榫卯连接件及其连接方法。Aiming at the deficiencies in the above-mentioned prior art, the present invention provides a mortise and tenon joint of steel components and a connection method thereof with simple structure, reliable connection, convenient construction and low energy consumption.

为实现上述目的之一提供一种钢结构榫卯连接件,本发明采用了以下技术方案:In order to provide a steel structure mortise and tenon joint to achieve one of the above objectives, the present invention adopts the following technical solutions:

一种钢结构榫卯连接件,包括榫头、榫槽,所述榫头与榫槽形成工位严密卡合配合,所述榫头与榫槽还通过固定螺栓进行锚固;另外,所述榫头和榫槽二者在卡合连接前分别与钢构件一和钢构件二连接。A steel structure mortise and tenon joint, comprising a tenon and a tenon groove, the tenon and the tenon groove form a tight fit, and the tenon and the tenon groove are also anchored by fixing bolts; in addition, the tenon and the tenon groove The two are respectively connected with the first steel component and the second steel component before the snap connection.

优选的,所述榫头为工字型钢结构,榫槽为T型钢滑槽,工字型钢结构和T型钢滑槽之间榫卯结合紧密。Preferably, the tenon is an I-shaped steel structure, the tenon groove is a T-shaped steel chute, and the mortise and tenon joint between the I-shaped steel structure and the T-shaped steel chute is tight.

进一步的,所述榫槽设为配合工字型榫头卡入榫槽后不滑出的底部封闭的T型滑槽,且工字型榫头与T型滑槽尺寸相配、连接严丝合缝。Further, the mortise is set as a T-shaped chute with a closed bottom that does not slide out after the I-shaped mortise is snapped into the mortise, and the I-shaped mortise matches the size of the T-shaped chute, and the connection fits perfectly.

进一步的,所述工字型钢榫头上翼缘两侧沿高度方向分别设有凹槽;所述T型钢榫槽翼缘两侧沿高度方向分别设有凸头;当榫头和榫槽卡紧后,连接处翼缘两侧的凸头和凹槽恰好完全契合。Further, the two sides of the upper flange of the I-shaped steel tenon are respectively provided with grooves along the height direction; the two sides of the T-shaped steel tenon and groove flange are respectively provided with protrusions along the height direction; when the tenon and the tenon are fastened , the protrusions and grooves on both sides of the flange at the joint just fit perfectly.

进一步的,所述凹槽设为凹梯形楔槽,沿工字型榫头上翼缘两侧的高度方向分别对称设置;所述凸头设为凸梯形楔头,沿T型钢榫槽翼缘两侧的高度方向分别对称设置;当榫头和榫槽卡紧后,连接处翼缘两侧的凸梯形楔头和凹梯形楔槽恰好完全契合。Further, the groove is set as a concave trapezoidal wedge groove, which is arranged symmetrically along the height direction of the two sides of the upper flange of the I-shaped tenon; The height directions of the sides are set symmetrically; when the tenon and the tenon groove are clamped, the convex trapezoidal wedge head and the concave trapezoidal wedge groove on both sides of the flange of the joint just completely fit.

优选的,所述榫头和榫槽上部分别设有带孔榫立耳和带孔卯立耳,所述带孔榫立耳和带孔卯立耳分别位于榫卯结合面两侧且通过固定螺栓锚固。Preferably, the mortise head and the upper part of the mortise groove are provided with a tenon stand with holes and a mortise stand with holes respectively, and the tenon stand with holes and the mortise stand with holes are respectively located on both sides of the mortise and tenon joint surface and are anchored by fixing bolts.

优选的,所述榫头和榫槽在连接前分别焊接于钢构件一和钢构件二上。Preferably, the tenon and the tenon are respectively welded to the steel member 1 and the steel member 2 before connection.

本发明还提供了上述钢结构榫卯连接件的连接方法,包括如下步骤:The present invention also provides a connection method for the above steel structure mortise and tenon joint, comprising the following steps:

S1、制作榫头:先确定原材料的钢号及规格,然后依次进行放样、号料、切割以及矫正和成型,制作出所需规格的工字型榫头,再通过钢板锻压出凹槽模胚,最后经过二次加工在工字型钢榫头上翼缘两侧沿高度方向制作出凹槽;S1. Making tenons: first determine the steel grade and specifications of the raw materials, then carry out lofting, material numbering, cutting, correction and molding in sequence to produce the I-shaped tenons of the required specifications, and then forge the groove mold blank through steel plate, and finally After secondary processing, grooves are made along the height direction on both sides of the upper flange of the I-shaped steel tenon;

S2、制作榫槽:先确定原材料的钢号及规格,然后依次进行放样、号料、切割以及矫正和成型,制作出底部封闭的T型钢榫槽,再通过钢板锻压出凸头模胚,最后经过二次加工在T型钢榫槽翼缘两侧沿高度方向分别制作出凸头;S2. Make the tenon and groove: first determine the steel grade and specification of the raw material, and then carry out lofting, material number, cutting, straightening and forming in sequence to make a T-shaped steel tenon and groove with a closed bottom, and then forge the convex mold blank through steel plate forging, and finally Protrusions are respectively made along the height direction on both sides of the T-shaped steel tongue and groove flange after secondary processing;

S3、制作立耳:对所需立耳进行放样、号料、切割成型后,再采用数控钻床加工技术对其进行钻孔,制作出相应的带孔榫立耳和带孔卯立耳,并将其分别与榫头和榫槽进行牢靠焊接;S3. Making stand ears: after lofting, numbering, cutting and forming the required stand ears, use CNC drilling machine processing technology to drill holes to make corresponding tenon stand ears with holes and mortise stand ears with holes, and respectively match them with Tenon and tenon are firmly welded;

S4、钢构件与连接件连接:将钢构件一和钢构件二的待连接端分别焊接于连接件榫头和榫槽的底板上,并在焊接结束后彻底清除焊缝及其两侧焊渣、飞溅和焊瘤等;S4. Connection of steel components and connectors: Weld the ends to be connected of the first steel component and the second steel component to the bottom plate of the tenon and tenon groove of the connector respectively, and completely remove the weld seam and the welding slag on both sides after the welding is completed. Splash and weld spatter, etc.;

S5、超声波探伤:运用超声波探伤技术对所有焊缝进行检测,保证焊接质量良好;S5. Ultrasonic flaw detection: Use ultrasonic flaw detection technology to detect all welds to ensure good welding quality;

S6、预制件运输:将预制好的连接件从厂房运至施工现场;S6. Prefabricated parts transportation: transport the prefabricated connectors from the factory building to the construction site;

S7、榫卯连接:通过吊装操作将榫头自榫槽开口处插入榫槽底部,使其位置卡定,且接头翼缘两侧的凸头和凹槽相互扣合紧密;S7. Mortise and tenon connection: insert the tenon from the opening of the tenon groove into the bottom of the tenon groove through hoisting operation, so that the position is locked, and the protrusions and grooves on both sides of the joint flange are tightly fastened to each other;

S8、螺栓连接:通过采用固定螺栓将榫卯连接件上部的带孔榫立耳和带孔卯立耳锚固,进而将榫头在榫槽锚固,进一步限制榫头在榫槽内滑动,确保连接牢靠。S8. Bolt connection: By using fixing bolts to anchor the tenon and tenon ears with holes and the tenon ears with holes on the upper part of the mortise and tenon joint, and then anchor the tenon in the tenon and groove, further restrict the tenon from sliding in the tenon and groove, and ensure a firm connection.

优选的,所述凹槽设为凹梯形楔槽,沿工字型榫头上翼缘两侧的高度方向分别对称设置;所述凸头设为凸梯形楔头,沿T型钢榫槽翼缘两侧的高度方向分别对称设置;当榫头和榫槽卡紧后,连接处翼缘两侧的凸梯形楔头和凹梯形楔槽恰好完全契合。Preferably, the groove is set as a concave trapezoidal wedge groove, which is arranged symmetrically along the height direction of the two sides of the upper flange of the I-shaped tenon; The height directions of the sides are set symmetrically; when the tenon and the tenon groove are clamped, the convex trapezoidal wedge head and the concave trapezoidal wedge groove on both sides of the flange of the joint just completely fit.

本发明的有益效果在于:The beneficial effects of the present invention are:

1)、传统焊、栓及铆等钢构件连接方式,通常需要在构件连接处进行开洞、钻孔或焊接等,这些措施在一定程度上会造成结构或构件损伤,影响其完整性;加之开洞或焊接处往往是应力集中处,这无论对于锚固栓钉还是焊缝都有较高的强度和变形能力要求,处理不好就会造成构件脱节甚至结构破坏。而本发明在钢构件之间的连接件也即接头采用的是榫卯装配式接头,不仅不会在连接处削弱原构件尺寸,而且还在连接处增强了尺寸,保证构件连接牢靠;此外,本发明榫卯接头的结合面较大,有很强的截面抗剪能力,比传统连接方式采用螺栓、铆钉等进行抗剪有更高的安全度。1) Traditional welding, bolting and riveting steel member connection methods usually require opening, drilling or welding at the member joints. These measures will cause structure or member damage to a certain extent and affect its integrity; in addition Openings or welds are often places of stress concentration, which have high strength and deformation requirements for both anchor studs and welds. If they are not handled properly, components will be disjointed or even structural damage will occur. However, in the present invention, the connectors between the steel components, that is, the joints, are mortise and tenon assembly joints, which not only will not weaken the size of the original components at the joints, but also increase the size of the joints to ensure that the components are firmly connected; in addition, The joint surface of the mortise and tenon joint of the present invention is relatively large, and has a strong cross-sectional shear resistance, and has a higher degree of safety than traditional connection methods using bolts, rivets, etc. for shear resistance.

2)、传统焊、栓及铆等钢构件连接方式,对施工人员的机械操作和焊接技术要求较高,而且受施工现场的作业环境(如高空作业、低温作业等)影响较大,工程质量难以控制。而本发明连接件的连接方式主要为现场拼装,连接件的榫头和榫槽在工厂制作的时候就已经安装到钢构件一和钢构件二上了,而不需要在现场进行复杂的焊接和机械操作,对施工人员的技术要求相对较低,工程质量很容易保证,且施工所造成的环境污染和能耗都大大降低;此外,由于节点装配的优势,该连接件即接头可在工厂规模化生成,契合我国建筑工业化发展的需要。2), the traditional welding, bolting and riveting steel member connection methods have high requirements on the mechanical operation and welding technology of the construction personnel, and are greatly affected by the working environment on the construction site (such as high-altitude operations, low-temperature operations, etc.), and the quality of the project hard to control. The connection method of the connector of the present invention is mainly on-site assembly, and the tenon and tenon of the connector have been installed on the first steel member and the second steel member when the factory made it, without the need for complicated welding and mechanical work on site. operation, the technical requirements for construction personnel are relatively low, the project quality is easy to guarantee, and the environmental pollution and energy consumption caused by the construction are greatly reduced; in addition, due to the advantages of node assembly, the connector, that is, the joint, can be scaled up in the factory Generation, in line with the needs of the development of my country's construction industrialization.

3)、本发明连接件装置简单、连接可靠、操作简便;其中连接件的榫卯尺寸可根据连接构件的大小适当调整,具有很广泛的应用价值。3) The connector device of the present invention is simple, reliable, and easy to operate; the mortise and tenon size of the connector can be appropriately adjusted according to the size of the connecting member, and has a wide range of application values.

4)、综上所述,本发明连接件整体性和可靠性好、连接处抗剪能力强、装配简单、施工便利且施工能耗少,为钢结构或构件的连接技术发展提供了新的方向和有力支持。4) In summary, the connector of the present invention has good integrity and reliability, strong shear resistance at the joint, simple assembly, convenient construction and low construction energy consumption, which provides a new development for the connection technology of steel structures or components. direction and strong support.

附图说明Description of drawings

图1为本发明的立体结构轴测图。Fig. 1 is a perspective view of the three-dimensional structure of the present invention.

图2为本发明的俯视图。Figure 2 is a top view of the present invention.

图3为本发明榫头的立体结构示意图。Fig. 3 is a three-dimensional schematic diagram of the tenon of the present invention.

图3a为图3的正视图。FIG. 3 a is a front view of FIG. 3 .

图3b为图3的侧视图。FIG. 3b is a side view of FIG. 3 .

图3c为图3的俯视图。FIG. 3c is a top view of FIG. 3 .

图4为本发明榫槽的立体结构示意图。Fig. 4 is a three-dimensional schematic diagram of the tenon and groove of the present invention.

图4a为图4的正视图。FIG. 4a is a front view of FIG. 4 .

图4b为图4的侧视图。FIG. 4b is a side view of FIG. 4 .

图4c为图4的俯视图。FIG. 4c is a top view of FIG. 4 .

图中标注符号的含义如下:The meanings of the marked symbols in the figure are as follows:

1-榫头 2-榫槽 3-凹梯形楔槽 4-凸梯形楔头1-tenon 2-tenon groove 3-concave trapezoidal wedge groove 4-convex trapezoidal wedge

5-带孔榫立耳 6-带孔卯立耳 7-固定螺栓5-mortise ear with hole 6-mortise ear with hole 7-fixing bolt

8-钢构件一 9-钢构件二8-Steel component 1 9-Steel component 2

具体实施方式detailed description

下面将结合本发明实施例中的附图,对本发明中的技术方案进行清楚、完整地描述。以下实施例仅用于更加清楚地说明本发明的技术方案,而不能以此来限制本发明的保护范围。The technical solutions in the present invention will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present invention. The following examples are only used to illustrate the technical solution of the present invention more clearly, but not to limit the protection scope of the present invention.

一种钢结构榫卯连接件A steel structure mortise and tenon joint

如图1、2所示,包括榫头1、榫槽2,结合图3、3a、3b、3c所示,所述榫头1为截面呈工字型的钢结构,结合图4、4a、4b、4c所示,榫槽2为T型钢滑槽,工字型钢结构和T型钢滑槽之间榫卯结合紧密,所述榫头1和榫槽2二者在卡合连接前分别与钢构件一8和钢构件二9连接;所述榫头1与榫槽2还通过固定螺栓7进行锚固,以确保榫卯连接件不发生松动、脱扣,实现对钢构件一8和钢构件二9的有效连接。As shown in Figures 1 and 2, it includes a tenon 1 and a tenon groove 2. As shown in Figures 3, 3a, 3b, and 3c, the tenon 1 is a steel structure with an I-shaped cross section, and in combination with Figures 4, 4a, 4b, As shown in 4c, the mortise 2 is a T-shaped steel chute, and the mortise and tenon combination between the I-shaped steel structure and the T-shaped steel chute is tight. It is connected with the steel component 9; the mortise 1 and the mortise 2 are also anchored by the fixing bolt 7, so as to ensure that the mortise and tenon joint does not loosen or trip, and realize the effective connection of the steel component 8 and the steel component 2 9 .

所述榫槽2设为配合工字型榫头1卡入榫槽2后不滑出的底部封闭的T型滑槽,且工字型榫头与T型滑槽尺寸相配、连接严丝合缝。The mortise 2 is set as a T-shaped chute with a closed bottom that does not slide out after the I-shaped mortise 1 snaps into the mortise 2, and the I-shaped mortise matches the size of the T-shaped chute, and the connection fits perfectly.

所述工字型钢榫头1上翼缘(即工字钢两横中上面的短横)两侧沿高度方向分别设有凹槽;所述T型钢榫槽2翼缘两侧沿高度方向分别设有凸头;当榫头1和榫槽2卡紧后,连接处翼缘两侧的凸头和凹槽恰好完全契合。The two sides of the upper flange of the I-shaped steel tenon 1 (that is, the upper short horizontal of the two horizontals of the I-shaped steel) are respectively provided with grooves along the height direction; There is a protruding head; when the tenon 1 and the tenon groove 2 are fastened, the protruding head and the groove on both sides of the flange of the joint just fit completely.

具体的,所述工字型钢榫头1上翼缘两侧沿高度方向分别设有凹梯形楔槽3;所述T型钢榫槽2翼缘两侧沿高度方向分别对称设有凸梯形楔头4;当榫头1和榫槽2卡紧后,连接处翼缘两侧的凸梯形楔头4和凹梯形楔槽3恰好完全契合,相互扣合良好并确保连接后不脱扣。Specifically, both sides of the upper flange of the I-shaped steel tenon 1 are respectively provided with concave trapezoidal wedge grooves 3 along the height direction; ; When the tenon 1 and the tenon groove 2 are fastened, the convex trapezoidal wedge head 4 and the concave trapezoidal wedge groove 3 on both sides of the flange of the connection are just completely matched, and they are well interlocked and ensure that they will not be released after the connection.

所述榫头1和榫槽2上部分别设有带孔榫立耳5和带孔卯立耳6,所述带孔榫立耳5和带孔卯立耳6分别位于榫卯结合面两侧且通过固定螺栓7锚固,从而可进一步限制榫头在榫槽内滑动,保证连接牢靠。The upper part of the mortise head 1 and the mortise groove 2 is respectively provided with a tenon stand ear with holes 5 and a mortise stand ear with holes 6, and the tenon stand ears 5 with holes and the mortise stand ear 6 with holes are respectively located on both sides of the mortise and tenon joint surface and are anchored by fixing bolts 7, so that Further restrict the sliding of the tenon in the tenon groove to ensure a firm connection.

具体的,所述榫头1和榫槽2在连接前可在工厂(或易施工场所)分别焊接于钢构件一8和钢构件二9上,待构件运至施工现场后再直接进行装配连接,尤其适用于工业化装配式建筑的构件连接。Specifically, the mortise 1 and the mortise 2 can be respectively welded to the steel member 1 8 and the steel member 2 9 in the factory (or easy construction site) before the connection, and the assembly and connection are carried out directly after the components are transported to the construction site. It is especially suitable for component connection of industrialized prefabricated buildings.

上述钢结构榫卯连接件的连接方法The connection method of the above-mentioned steel structure mortise and tenon joints

包括如下步骤:Including the following steps:

S1、制作榫头:先确定原材料的钢号及规格,然后依次进行放样、号料、切割以及矫正和成型,制作出所需规格的工字型榫头1,再通过钢板锻压出楔槽模胚,最后经过二次加工在工字型钢榫头1上翼缘两侧沿高度方向对称制作出凹梯形楔槽3;S1. Manufacture tenons: first determine the steel grade and specifications of the raw materials, and then carry out lofting, material numbering, cutting, correction and molding in sequence to produce the I-shaped tenon 1 of the required specifications, and then forge the wedge groove mold blank through steel plate forging. Finally, after secondary processing, concave trapezoidal wedge grooves 3 are made symmetrically along the height direction on both sides of the upper flange of the I-shaped steel tenon 1;

S2、制作榫槽:先确定原材料的钢号及规格,然后依次进行放样、号料、切割以及矫正和成型,制作出底部封闭的T型滑槽2,再通过钢板锻压出楔头模胚,最后经过二次加工在T型钢榫槽2翼缘两侧沿高度方向分别对称制作出凸梯形楔头4;S2. Make the tenon and groove: first determine the steel grade and specification of the raw material, and then carry out lofting, material number, cutting, straightening and forming in sequence to make a T-shaped chute 2 with a closed bottom, and then forge the wedge head mold blank through steel plate forging. Finally, after secondary processing, convex trapezoidal wedge heads 4 are made symmetrically along the height direction on both sides of the flange of the T-shaped steel tenon groove 2;

S3、制作立耳:对所需立耳进行放样、号料、切割成型后,再采用数控钻床加工技术对其进行钻孔,制作出相应的带孔榫立耳5和带孔卯立耳6,并将其分别与榫头1和榫槽2进行牢靠焊接;S3. Making stand ears: After lofting, numbering and cutting the required stand ears, use CNC drilling machine processing technology to drill holes to make corresponding tenon stand ears with holes 5 and mortise stand ears with holes 6, and put them together Weld firmly with tenon 1 and tenon groove 2 respectively;

S4、钢构件与接头连接:将钢构件一8和钢构件二9的待连接端分别焊接于连接件榫头1和榫槽2的底板上,并在焊接结束后彻底清除焊缝及其两侧焊渣、飞溅和焊瘤等;S4. Connection of steel components and joints: weld the to-be-connected ends of steel component 1 8 and steel component 2 9 to the bottom plate of connector tenon 1 and tenon groove 2 respectively, and completely remove the weld seam and its two sides after welding Welding slag, spatter and weld spatter, etc.;

S5、超声波探伤:运用超声波探伤技术对所有焊缝进行检测,保证焊接质量良好;S5. Ultrasonic flaw detection: Use ultrasonic flaw detection technology to detect all welds to ensure good welding quality;

S6、预制件运输:将预制好的连接件从厂房运至施工现场;S6. Prefabricated parts transportation: transport the prefabricated connectors from the factory building to the construction site;

S7、榫卯连接:通过吊装操作将连接榫头1自榫槽2开口处插入榫槽2底部,使其位置卡定,且接头翼缘两侧的凸梯形楔头4和凹梯形楔槽3楔槽相互扣合紧密;S7. Mortise and tenon connection: Insert the connecting tenon 1 from the opening of the tenon groove 2 into the bottom of the tenon groove 2 through hoisting operation, so that its position is locked, and the convex trapezoidal wedge head 4 and the concave trapezoidal wedge groove 3 on both sides of the joint flange are wedged The grooves are fastened tightly to each other;

S8、螺栓连接:通过采用固定螺栓7将榫卯连接件上部的带孔榫立耳5和带孔卯立耳6锚固,进而将榫头1与榫槽2锚固,进一步限制榫头1在榫槽2内滑动,确保连接牢靠。S8. Bolt connection: by using the fixing bolt 7 to anchor the tenon and tenon ear with holes 5 and the tenon and tenon with holes 6 on the upper part of the mortise and tenon joint, and then anchor the tenon 1 and the tenon groove 2, and further restrict the tenon 1 from sliding in the tenon and groove 2, ensuring The connection is solid.

以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和变形,这些改进和变形也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the present invention, some improvements and modifications can also be made. It should also be regarded as the protection scope of the present invention.

Claims (9)

1. a kind of steel construction mortise-tenon joint part, it is characterised in that:Including tenon (1), tongue-and-groove (2), the tenon (1) and tongue-and-groove (2) the tight snap fit of station is formed, the tenon (1) is also anchored with tongue-and-groove (2) by fixing bolt (7);In addition, institute State tenon (1) and tongue-and-groove (2) is connected with steel member one (8) and steel member two (9) respectively before engaging.
2. a kind of steel construction mortise-tenon joint part according to claim 1, it is characterised in that:The tenon (1) is I-shaped Steel construction, tongue-and-groove (2) is T-steel chute, and Tenon is tightly combined between i shaped steel structure and T-steel chute.
3. a kind of steel construction mortise-tenon joint part according to claim 2, it is characterised in that:The tongue-and-groove (2) is set to coordinate I-shaped tenon (1) is caught in the T-shaped chute for the bottom lock not skidded off after tongue-and-groove (2), and I-shaped tenon and T-shaped chute size Match, connection fits together perfectly.
4. a kind of steel construction mortise-tenon joint part according to claim 3, it is characterised in that:The i shaped steel tenon (1) Top flange both sides are respectively equipped with groove along short transverse;T-steel tongue-and-groove (2) edge of a wing both sides are respectively equipped with convex along short transverse Head;After tenon (1) and tongue-and-groove (2) clamping, the plush copper and groove of junction edge of a wing both sides are agreed with completely just.
5. a kind of steel construction mortise-tenon joint part according to claim 4, it is characterised in that:The groove is set to recessed trapezoidal wedge Groove (3), is respectively symmetrically set along the short transverse of I-shaped tenon (1) top flange both sides;The plush copper is set to convex trapezoidal wedge head (4), respectively symmetrically set along the short transverse of T-steel tongue-and-groove (2) edge of a wing both sides;After tenon (1) and tongue-and-groove (2) clamping, even The convex trapezoidal wedge head (4) and recessed trapezoidal wedge groove (3) of the place of connecing edge of a wing both sides are agreed with completely just.
6. a kind of steel construction mortise-tenon joint part according to claim 1, it is characterised in that:The tenon (1) and tongue-and-groove (2) Top is respectively equipped with tenon crect ear (5) with holes and fourth of the twelve Earthly Branches crect ear with holes (6), and the tenon crect ear (5) with holes and fourth of the twelve Earthly Branches crect ear with holes (6) are respectively Anchored positioned at Tenon faying face both sides and by fixing bolt (7).
7. a kind of steel construction mortise-tenon joint part according to claim 1, it is characterised in that:The tenon (1) and tongue-and-groove (2) It is respectively welded in the pre-connection on steel member one (8) and steel member two (9).
8. a kind of connection method of steel construction mortise-tenon joint part, it is characterised in that comprise the following steps:
S1, making tenon:First determine raw material grade of steel and specification, then successively carry out setting-out, number material, cutting and correction and Shaping, the I-shaped tenon (1) of specification needed for producing, then groove mold base is forged and pressed out by steel plate, eventually pass secondary operation In i shaped steel tenon (1) top flange both sides groove is produced along short transverse;
S2, making tongue-and-groove:First determine raw material grade of steel and specification, then successively carry out setting-out, number material, cutting and correction and Shaping, produces the T-steel tongue-and-groove (2) of bottom lock, then forges and presses out plush copper mold base by steel plate, eventually passes secondary operation and exists Produce plush copper (4) respectively along short transverse in T-steel tongue-and-groove (2) edge of a wing both sides;
S3, making crect ear:Required crect ear is carried out after setting-out, number material, excision forming, then using numerical control drilling machine process technology to it Drilled, produce corresponding tenon crect ear (5) with holes and fourth of the twelve Earthly Branches crect ear with holes (6), and by its respectively with tenon (1) and tongue-and-groove (2) firm welding is carried out;
S4, steel member and connector are connected:The end to be connected of steel member one (8) and steel member two (9) is respectively welded in connection On the bottom plate of part tenon (1) and tongue-and-groove (2), and thoroughly removing weld seam and its both sides welding slag, splashing and the overlap after welding terminates Deng;
S5, ultrasonic examination:All weld seams are detected with ultrasonic examination technology, it is ensured that welding quality is good;
S6, prefabricated component transport:Prefabricated connector is transported to job site from factory building;
S7, mortise-tenon joint:Tenon (1) is inserted into tongue-and-groove (2) bottom from tongue-and-groove (2) opening by lifting to operate, makes its position It is locking, and the plush copper (4) and groove of joint edge of a wing both sides mutually fasten closely;
S8, bolt connection:It is by using fixing bolt (7) that the tenon crect ear (5) with holes on mortise-tenon joint part top and the fourth of the twelve Earthly Branches with holes is vertical Ear (6) is anchored, and then tenon (1) is anchored in tongue-and-groove (2), is further limited tenon (1) and is slided in tongue-and-groove (2), it is ensured that even Connect firm.
9. a kind of connection method of steel construction mortise-tenon joint part according to claim 8, it is characterised in that:The groove is set For recessed trapezoidal wedge groove (3), respectively symmetrically set along the short transverse of I-shaped tenon (1) top flange both sides;The plush copper is set to Convex trapezoidal wedge head (4), is respectively symmetrically set along the short transverse of T-steel tongue-and-groove (2) edge of a wing both sides;When tenon (1) and tongue-and-groove (2) After clamping, the convex trapezoidal wedge head (4) and recessed trapezoidal wedge groove (3) of junction edge of a wing both sides are agreed with completely just.
CN201710212166.3A 2017-04-01 2017-04-01 A kind of steel construction mortise-tenon joint part and attaching method thereof Pending CN107060088A (en)

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CN110318467A (en) * 2019-07-10 2019-10-11 熊美俊 A kind of steel structure beam
CN110820937A (en) * 2019-10-18 2020-02-21 甘肃酒钢集团宏兴钢铁股份有限公司 A kind of light steel structure connecting structure and connecting method thereof
CN110847383A (en) * 2019-11-28 2020-02-28 湖南麓上住宅工业科技有限公司 Wood structure steel tenon connecting piece
CN111219015A (en) * 2020-03-06 2020-06-02 西安建筑科技大学 A kind of dragon and phoenix tenon connection replaceable beam connection structure and connection method
CN112590397A (en) * 2020-12-11 2021-04-02 京东方科技集团股份有限公司 Ink jet module and ink jet printing equipment
CN114808685A (en) * 2022-03-30 2022-07-29 彭章泉 Bridge reinforcing bar corrosion degree risk in-situ monitoring device
CN117569449A (en) * 2023-11-29 2024-02-20 中建八局第一建设有限公司 A kind of steel beam mortise and tenon joint

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CN111219015A (en) * 2020-03-06 2020-06-02 西安建筑科技大学 A kind of dragon and phoenix tenon connection replaceable beam connection structure and connection method
CN112590397A (en) * 2020-12-11 2021-04-02 京东方科技集团股份有限公司 Ink jet module and ink jet printing equipment
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CN114808685A (en) * 2022-03-30 2022-07-29 彭章泉 Bridge reinforcing bar corrosion degree risk in-situ monitoring device
CN117569449A (en) * 2023-11-29 2024-02-20 中建八局第一建设有限公司 A kind of steel beam mortise and tenon joint

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