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CN111112924A - Shear Nail Positioning Welding Die - Google Patents

Shear Nail Positioning Welding Die
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Publication number
CN111112924A
CN111112924ACN202010100802.5ACN202010100802ACN111112924ACN 111112924 ACN111112924 ACN 111112924ACN 202010100802 ACN202010100802 ACN 202010100802ACN 111112924 ACN111112924 ACN 111112924A
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positioning
shear
hole
shear nail
diameter
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CN111112924B (en
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杨晓光
闫永杰
王磊
刘波
陶麒麟
郗振东
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Road and Bridge International Co Ltd
China Communications Road and Bridge North China Engineering Co Ltd
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Road and Bridge International Co Ltd
China Communications Road and Bridge North China Engineering Co Ltd
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Abstract

Translated fromChinese

本申请公开了一种剪力钉定位焊接模具,该剪力钉定位焊接模具,包括:用于安装在钢箱梁翼板表面的定位板,所述定位板上设置有多个用于安装剪力钉焊接部的定位孔,所述定位孔呈阵列分布。本申请解决了相关技术中在钢箱梁上焊接后的剪力钉无法达到水平位置及竖直度的要求的问题。

Figure 202010100802

The present application discloses a shear nail positioning welding die. The shear nail positioning welding die includes: a positioning plate used for installation on the surface of a steel box girder wing plate, and a plurality of shear nails are installed on the positioning plate. The positioning holes of the welding part of the force nail are distributed in an array. The present application solves the problem in the related art that the shear nails welded on the steel box girder cannot meet the requirements of horizontal position and verticality.

Figure 202010100802

Description

Translated fromChinese
剪力钉定位焊接模具Shear Nail Positioning Welding Die

技术领域technical field

本申请涉及钢箱梁焊接领域,具体而言,涉及一种剪力钉定位焊接模具。The present application relates to the field of steel box girder welding, and in particular, to a shear nail positioning welding die.

背景技术Background technique

钢混组合梁是一种新技术、新工艺,结构复杂,由开口钢箱梁和混凝土预制桥面板组成,两者通过设置在翼板处的剪力钉结合在一起,形成钢混组合梁结构,使钢-混结构达到共同受力。混凝土预制桥面板在与剪力钉连接处设置预留槽,预留槽内分部钢筋网格。剪力钉距预留槽壁最小距离仅1.5cm,对钢梁加工时剪力钉的定位焊接精度要求较高。而相关技术中采用划线定点方式,精度理论上能够保障,但实际操作时,常因为人为因素,使焊接后的剪力钉无法达到水平位置及竖直度的要求,导致钢混连接定位效率低,剪力钉损坏等问题。Steel-concrete composite girder is a new technology and new technology with complex structure. It consists of open steel box girder and concrete prefabricated bridge deck. The two are combined by shear nails set at the wing plate to form a steel-concrete composite girder structure. , so that the steel-concrete structure achieves common stress. The concrete prefabricated bridge deck is provided with a reserved groove at the connection with the shear stud, and the reinforced mesh in the reserved groove is reserved. The minimum distance between the shear nails and the reserved groove wall is only 1.5cm, and the positioning welding accuracy of the shear nails during the processing of steel beams is relatively high. In the related art, the scribed-point method is adopted, and the accuracy can theoretically be guaranteed. However, in actual operation, due to human factors, the welded shear nails cannot meet the requirements of horizontal position and verticality, resulting in the positioning efficiency of steel-concrete connection. low, shear nail damage, etc.

针对相关技术中在钢箱梁上焊接后的剪力钉无法达到水平位置及竖直度的要求的问题,目前尚未提出有效的解决方案。Aiming at the problem in the related art that the shear studs welded on the steel box girder cannot meet the requirements of the horizontal position and verticality, no effective solution has been proposed so far.

发明内容SUMMARY OF THE INVENTION

本申请的主要目的在于提供一种剪力钉定位焊接模具,以解决相关技术中在钢箱梁上焊接后的剪力钉无法达到水平位置及竖直度的要求的问题。The main purpose of the present application is to provide a shear stud positioning welding die, so as to solve the problem that the shear studs welded on the steel box girder cannot meet the requirements of horizontal position and verticality in the related art.

为了实现上述目的,本申请提供了一种剪力钉定位焊接模具,该剪力钉定位焊接模具,包括:用于安装在钢箱梁翼板表面的定位板,所述定位板上设置有多个用于安装剪力钉焊接部的定位孔。In order to achieve the above purpose, the present application provides a shear nail positioning welding mold, the shear nail positioning welding mold includes: a positioning plate for being installed on the surface of a steel box girder wing plate, the positioning plate is provided with multiple A positioning hole for installing the welding part of the shear nail.

所述定位孔厚度小于等于剪力钉焊接部厚度;其中,The thickness of the positioning hole is less than or equal to the thickness of the welding part of the shear nail; wherein,

所述定位孔包括用于穿过剪力钉钉帽的第一孔和用于安装剪力钉焊接部的第二孔,所述第一孔和第二孔通过连接通道连通,所述连接通道用于滑动剪力钉柱身。The positioning hole includes a first hole for passing through the cap of the shear nail and a second hole for installing the welding part of the shear nail, the first hole and the second hole are communicated through a connection channel, and the connection channel For sliding shear nails.

第一孔的直径大于剪力钉钉帽直径,所述第二孔的直径大于剪力钉焊接部直径,所述连接通道的宽度大于剪力钉柱身直径。The diameter of the first hole is larger than the diameter of the cap of the shear stud, the diameter of the second hole is larger than the diameter of the welding portion of the shear stud, and the width of the connection channel is larger than the diameter of the column body of the shear stud.

第一孔的直径较剪力钉钉帽直径大1.5cm-3cm,所述第二孔直径较剪力钉焊接部直径大1mm-2mm。The diameter of the first hole is 1.5cm-3cm larger than the diameter of the cap of the shearing nail, and the diameter of the second hole is 1mm-2mm larger than the diameter of the welding part of the shearing nail.

进一步的,焊接模具还包括定位件,所述定位件设于所述定位板上,并用于将定位板定位在钢箱梁翼板表面。Further, the welding die further includes a positioning piece, which is arranged on the positioning plate and is used for positioning the positioning plate on the surface of the steel box girder wing plate.

进一步的,定位板设置为两个且互相平行,两所述定位板与分别位于钢箱梁的两侧翼板上。Further, two positioning plates are arranged and are parallel to each other, and the two positioning plates are respectively located on the two side wings of the steel box girder.

进一步的,两定位板对称设置并通过连接件固定连接。Further, the two positioning plates are symmetrically arranged and fixedly connected by connecting pieces.

进一步的,连接件设置为型钢横联,所述型钢横联设置为至少两个。Further, the connecting pieces are provided as cross-section steel links, and there are at least two cross-section steel links.

进一步的,定位件包括设于定位板内侧的卡具,所述卡具的下端延伸出定位板下表面,所述卡具设置为第一卡具和第二卡具,所述第一卡具与定位板内侧面垂直,所述第二卡具与定位板内侧面平行,第一卡具用于与钢箱梁横隔板抵触,第二卡具用于与钢箱梁翼板侧面抵触。Further, the positioning member includes a clamp arranged on the inner side of the positioning plate, the lower end of the clamp extends out of the lower surface of the positioning plate, the clamp is set as a first clamp and a second clamp, the first clamp The second fixture is perpendicular to the inner side of the positioning plate, the second fixture is parallel to the inner side of the positioning plate, the first fixture is used to interfere with the steel box girder diaphragm, and the second fixture is used to interfere with the side surface of the steel box beam wing plate.

进一步的,第一卡具和第二卡具均采用角钢,第一卡具的一直角边与定位板内侧固定连接,另一直角边用于与钢箱梁横隔板抵触连接,第二卡具的一直角边与定位板内侧固定连接,另一直角边与连接件固定连接。Further, both the first clamp and the second clamp are made of angle steel, the right-angle side of the first clamp is fixedly connected to the inner side of the positioning plate, and the other right-angle side is used for interference connection with the steel box girder diaphragm, and the second clamp The right-angled side of the tool is fixedly connected with the inner side of the positioning plate, and the other right-angled side is fixedly connected with the connecting piece.

在本申请实施例中,定位板安装在钢箱梁翼板表面,通过在定位板上开设多个用于安装剪力钉焊接部的定位孔,以达到对剪力钉焊接部进行定位的目的,由于定位孔呈阵列分布在定位板上,达到了使剪力钉安装在定位孔内并焊接在钢箱梁翼板上后,剪力钉也呈阵列分布的目的,从而实现了保证剪力钉的水平位置和竖直度的技术效果,进而解决了相关技术中在钢箱梁上焊接后的剪力钉无法达到水平位置及竖直度要求的问题。In the embodiment of the present application, the positioning plate is installed on the surface of the steel box girder wing plate, and the positioning plate is provided with a plurality of positioning holes for installing the welding part of the shear nail, so as to achieve the purpose of positioning the welding part of the shear nail , Since the positioning holes are distributed on the positioning plate in an array, the purpose of the shear nails are also distributed in an array after the shearing nails are installed in the positioning holes and welded on the steel box girder wing plate, thereby realizing the guaranteed shear force. The technical effect of the horizontal position and verticality of the nails further solves the problem that the shear nails welded on the steel box girder cannot meet the requirements of the horizontal position and verticality in the related art.

附图说明Description of drawings

构成本申请的一部分的附图用来提供对本申请的进一步理解,使得本申请的其它特征、目的和优点变得更明显。本申请的示意性实施例附图及其说明用于解释本申请,并不构成对本申请的不当限定。在附图中:The accompanying drawings, which constitute a part of this application, are used to provide a further understanding of the application and make other features, objects and advantages of the application more apparent. The accompanying drawings and descriptions of the exemplary embodiments of the present application are used to explain the present application, and do not constitute an improper limitation of the present application. In the attached image:

图1是根据本申请实施例的俯视结构示意图;Fig. 1 is a top-view structural schematic diagram according to an embodiment of the present application;

图2是图1中局部A的放大结构示意图;Fig. 2 is the enlarged structural representation of part A in Fig. 1;

图3是图1中A-A的断面结构示意图;Fig. 3 is the sectional structure schematic diagram of A-A in Fig. 1;

图4是定位孔的结构示意图;Fig. 4 is the structural representation of positioning hole;

其中,1钢箱梁翼板,2定位板,3连接件,4定位孔,41第一孔,42连接通道,43第二孔,5钢箱梁横隔板,6第一卡具,7第二卡具。Among them, 1 steel box girder wing plate, 2 positioning plate, 3 connecting piece, 4 positioning hole, 41 first hole, 42 connecting channel, 43 second hole, 5 steel box girder diaphragm, 6 first clamp, 7 Second fixture.

具体实施方式Detailed ways

为了使本技术领域的人员更好地理解本申请方案,下面将结合本申请实施例中的附图,对本申请实施例中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申请一部分的实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都应当属于本申请保护的范围。In order to make those skilled in the art better understand the solutions of the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only The embodiments are part of the present application, but not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the scope of protection of the present application.

需要说明的是,本申请的说明书和权利要求书及上述附图中的术语“第一”、“第二”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本申请的实施例。It should be noted that the terms "first", "second", etc. in the description and claims of the present application and the above drawings are used to distinguish similar objects, and are not necessarily used to describe a specific sequence or sequence. It is to be understood that the data so used are interchangeable under appropriate circumstances for the embodiments of the application described herein.

在本申请中,术语“上”、“下”、“内”、等指示的方位或位置关系为基于附图所示的方位或位置关系。这些术语主要是为了更好地描述本申请及其实施例,并非用于限定所指示的装置、元件或组成部分必须具有特定方位,或以特定方位进行构造和操作。In this application, the orientation or positional relationship indicated by the terms "upper", "lower", "inside", etc. is based on the orientation or positional relationship shown in the drawings. These terms are primarily used to better describe the present application and its embodiments, and are not intended to limit the fact that the indicated device, element, or component must have a particular orientation, or be constructed and operated in a particular orientation.

并且,上述部分术语除了可以用于表示方位或位置关系以外,还可能用于表示其他含义,例如术语“上”在某些情况下也可能用于表示某种依附关系或连接关系。对于本领域普通技术人员而言,可以根据具体情况理解这些术语在本申请中的具体含义。In addition, some of the above-mentioned terms may be used to express other meanings besides orientation or positional relationship. For example, the term "on" may also be used to express a certain attachment or connection relationship in some cases. For those of ordinary skill in the art, the specific meanings of these terms in the present application can be understood according to specific situations.

此外,术语“设置”、“设有”、“连接”、“固定”等应做广义理解。例如,“连接”可以是固定连接,可拆卸连接,或整体式构造;可以是机械连接,或电连接;可以是直接相连,或者是通过中间媒介间接相连,又或者是两个装置、元件或组成部分之间内部的连通。对于本领域普通技术人员而言,可以根据具体情况理解上述术语在本申请中的具体含义。Furthermore, the terms "disposed", "provided with", "connected", "fixed" and the like should be construed broadly. For example, "connection" may be a fixed connection, a detachable connection, or a unitary construction; it may be a mechanical connection, or an electrical connection; it may be a direct connection, or an indirect connection through an intermediary, or two devices, elements or Internal connectivity between components. For those of ordinary skill in the art, the specific meanings of the above terms in this application can be understood according to specific situations.

另外,术语“多个”的含义应为两个以及两个以上。Additionally, the term "plurality" shall mean two and more.

需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本申请。It should be noted that the embodiments in the present application and the features of the embodiments may be combined with each other in the case of no conflict. The present application will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

如图1至图4所示,本申请实施例提供了一种剪力钉定位焊接模具,包括:用于安装在钢箱梁翼板1表面的定位板2,定位板2上设置有多个用于安装剪力钉焊接部的定位孔4,定位孔4呈阵列分布。As shown in FIG. 1 to FIG. 4 , an embodiment of the present application provides a shear nail positioning welding mold, including: apositioning plate 2 for being installed on the surface of a steel box girder wing plate 1, and a plurality ofpositioning plates 2 are provided on thepositioning plate 2 Thepositioning holes 4 used to install the welding part of the shear nail are arranged in an array.

本实施例中,在焊接剪力钉时,先将定位板2安装在钢箱梁翼板1表面,由于定位板2上开设多个用于安装剪力钉焊接部的定位孔4,使得剪力钉下端的焊接部可插入定位孔4内至于钢箱梁翼板1表面接触,使得剪力钉可通过焊接设备焊接在钢箱梁翼板1上,由于定位孔4在定位板2上呈阵列分布,即多个定位孔4的水平位置的竖直度得到确定,而剪力钉通过定位孔4限定在同样的水平位置和竖直度上,使得剪力钉在焊接后可保证在钢箱梁翼板1上的水平位置和竖直度,解决了相关技术中在钢箱梁上焊接后的剪力钉无法达到水平位置及竖直度要求的问题。In this embodiment, when welding the shear nails, thepositioning plate 2 is first installed on the surface of the steel box girder wing plate 1. Since thepositioning plate 2 is provided with a plurality ofpositioning holes 4 for installing the welding parts of the shear nails, the shear The welding part of the lower end of the force nail can be inserted into thepositioning hole 4 to contact the surface of the steel box girder wing plate 1, so that the shear force nail can be welded on the steel box girder wing plate 1 by welding equipment. Array distribution, that is, the verticality of the horizontal positions of themultiple positioning holes 4 is determined, and the shear nails are limited to the same horizontal position and verticality through thepositioning holes 4, so that the shear nails can be guaranteed to be in the steel after welding. The horizontal position and verticality on the box girder wing plate 1 solve the problem that the shear nails welded on the steel box girder cannot meet the horizontal position and verticality requirements in the related art.

如图1至图4所示,定位孔4厚度小于等于剪力钉焊接部厚度;其中,定位孔4包括用于穿过剪力钉钉帽的第一孔41和用于安装剪力钉焊接部的第二孔43,第一孔41和第二孔43通过连接通道42连通,连接通道42用于滑动剪力钉柱身。As shown in FIG. 1 to FIG. 4 , the thickness of thepositioning hole 4 is less than or equal to the thickness of the welding part of the shear nail; wherein, thepositioning hole 4 includes afirst hole 41 for passing through the nail cap of the shear nail and for installing the welding part of the shear nail Thefirst hole 41 and thesecond hole 43 communicate with each other through the connectingchannel 42, and the connectingchannel 42 is used for sliding the shear nail column body.

具体的,需要说明的是,定位孔4的厚度小于剪力钉焊接部的厚度,便于在施工过程中进行焊接,剪力钉在第二孔43内进行焊接,焊接完毕后移动定位板2,使剪力钉的柱身在连接通道42内滑动至第一孔41内,然后向上抬定位板2,使剪力钉的钉帽脱离第一孔41,完成定位板2的拆卸。Specifically, it should be noted that the thickness of thepositioning hole 4 is smaller than the thickness of the welding portion of the shear nail, which is convenient for welding during the construction process. The shear nail is welded in thesecond hole 43, and thepositioning plate 2 is moved after the welding is completed. The column body of the shear nail is slid into thefirst hole 41 in the connectingchannel 42 , and then thepositioning plate 2 is lifted up so that the nail cap of the shear nail is separated from thefirst hole 41 to complete the disassembly of thepositioning plate 2 .

如图1至图4所示,第一孔41的直径大于剪力钉钉帽直径,第二孔43的直径大于剪力钉焊接部直径,连接通道42的宽度大于剪力钉柱身直径。As shown in FIGS. 1 to 4 , the diameter of thefirst hole 41 is larger than the diameter of the cap of the shear stud, the diameter of thesecond hole 43 is larger than the diameter of the welding portion of the shear stud, and the width of the connectingchannel 42 is larger than the diameter of the shaft of the shear stud.

具体的,需要说明的是,由第一孔41和第二孔43相交形成定位孔4,连接通道42为第一孔41和第二孔43相交的面,第一孔41和第二孔43均设置为圆孔,第二孔43的直径大于剪力钉焊接部直径,使得剪力钉在焊接前先装入第二孔43内,由于第一孔41和第二孔43交点的连线长度大于剪力钉柱身的直径,使得在完成焊接后可推动定位板2,使得剪力钉的柱身穿过第一孔41和第二孔43交点至进入第一孔41内,由于第一孔41的直径大于剪力钉钉帽的直径,当剪力钉柱身位于第一孔41内时,可将定位板2从下往上拉出,使剪力钉完全脱离定位孔4,完成定位板2的拆卸,通过异形的定位孔4,又可实现剪力钉的定位焊接,又可方便的取下定位板2,施工效率进一步得到提高。Specifically, it should be noted that thepositioning hole 4 is formed by the intersection of thefirst hole 41 and thesecond hole 43 , the connectingchannel 42 is the surface where thefirst hole 41 and thesecond hole 43 intersect, and thefirst hole 41 and thesecond hole 43 The diameter of thesecond hole 43 is larger than the diameter of the welding part of the shear nail, so that the shear nail is installed into thesecond hole 43 before welding. The length is greater than the diameter of the column body of the shear nail, so that thepositioning plate 2 can be pushed after the welding is completed, so that the column body of the shear nail passes through the intersection of thefirst hole 41 and thesecond hole 43 and enters thefirst hole 41. The diameter of ahole 41 is larger than the diameter of the cap of the shearing nail. When the column of the shearing nail is located in thefirst hole 41, thepositioning plate 2 can be pulled out from the bottom to the top, so that the shearing nail is completely separated from thepositioning hole 4. After the disassembly of thepositioning plate 2 is completed, the positioning welding of the shear nails can be realized through the special-shaped positioning holes 4, and thepositioning plate 2 can be conveniently removed, and the construction efficiency is further improved.

如图1至图4所示,第一孔41的直径较剪力钉钉帽直径大1.5cm-3cm,第二孔43直径较剪力钉焊接部直径大1mm-2mm。As shown in FIG. 1 to FIG. 4 , the diameter of thefirst hole 41 is 1.5cm-3cm larger than the diameter of the shear nail cap, and the diameter of thesecond hole 43 is 1mm-2mm larger than the diameter of the welding portion of the shear nail.

具体的,需要说明的是,当第二孔43直径较剪力钉焊接部直径大1mm-2mm时,可将剪力钉定位偏差控制在0.5mm-1mm之内,满足剪力钉焊接定位的精度需求,同时又可将剪力钉焊接部装入第二孔43内,第一孔41的直径较剪力钉钉帽直径大1.5cm-3cm则便于定位板2的拆卸。第一孔41和第二孔43呈左右分布。Specifically, it should be noted that when the diameter of thesecond hole 43 is 1mm-2mm larger than the diameter of the welding portion of the shear stud, the positioning deviation of the shear stud can be controlled within 0.5mm-1mm, which meets the requirements for the welding positioning of the shear stud. At the same time, the welding part of the shear nail can be installed into thesecond hole 43 , and the diameter of thefirst hole 41 is 1.5cm-3cm larger than the diameter of the shear nail cap to facilitate the disassembly of thepositioning plate 2 . Thefirst holes 41 and thesecond holes 43 are distributed left and right.

第一孔41和第二孔43呈左右分布即沿钢箱梁翼板1长度方向分布,在施工过程中横向移动定位板2更为方便。Thefirst holes 41 and thesecond holes 43 are distributed left and right, that is, distributed along the length of the steel box girder wing plate 1, and it is more convenient to move thepositioning plate 2 laterally during construction.

如图1至图4所示,焊接模具还包括定位件,定位件设于定位板2上,并用于将定位板2定位在钢箱梁翼板1表面。As shown in FIG. 1 to FIG. 4 , the welding mold further includes a positioning piece, which is arranged on thepositioning plate 2 and is used for positioning thepositioning plate 2 on the surface of the steel box girder wing plate 1 .

具体的,需要说明的是,定位件用于将定位板2定位在钢箱梁翼板1表面,使得在剪力钉的焊接过程中定位板2的位置被确定,从而确保剪力钉通过定位孔4定位焊接的准确度,此处定位件可采用销定位或卡槽定位等等,只要能将定位板2固定在钢箱梁翼板1上均可。Specifically, it should be noted that the positioning member is used to position thepositioning plate 2 on the surface of the steel box girder wing plate 1, so that the position of thepositioning plate 2 is determined during the welding process of the shear nail, thereby ensuring that the shear nail passes through the positioning The accuracy of the positioning welding of thehole 4, where the positioning member can be pin positioning or slot positioning, etc., as long as thepositioning plate 2 can be fixed on the steel box girder wing plate 1.

如图1至图4所示,定位板2设置为两个且互相平行,两定位板2与分别位于钢箱梁的两翼板上。As shown in FIG. 1 to FIG. 4 , twopositioning plates 2 are arranged and are parallel to each other, and the twopositioning plates 2 are respectively located on the two wing plates of the steel box girder.

具体的,需要说明的是,由于钢箱梁的两侧均设置有翼板,所以将定位板2设置为两个即可同时对两侧的翼板进行剪力钉焊接的作业,提高剪力钉焊接效率。Specifically, it should be noted that since both sides of the steel box girder are provided with wing plates, twopositioning plates 2 can be used to simultaneously perform shear nail welding operations on the wing plates on both sides, thereby increasing the shear force. Nail welding efficiency.

如图1至图4所示,两定位板2对称设置并通过连接件3固定连接。As shown in FIG. 1 to FIG. 4 , the twopositioning plates 2 are symmetrically arranged and fixedly connected by a connectingmember 3 .

具体的,需要说明的是,两个定位板2通过钢箱梁表面的中线对称设置,且两个定位板2通过连接件3固定,使得两定位板2的相对位置被确定,并且定位板2上定位孔4的相对位置被确定,即可快速将两个定位板2同时安装在钢箱梁翼板1上,且使得两侧翼板上剪力钉的水平位置和竖直度得到保证。Specifically, it should be noted that the twopositioning plates 2 are symmetrically arranged through the center line of the surface of the steel box girder, and the twopositioning plates 2 are fixed by the connectingpiece 3, so that the relative positions of the twopositioning plates 2 are determined, and thepositioning plates 2 When the relative positions of the upper positioning holes 4 are determined, the twopositioning plates 2 can be quickly installed on the steel box girder flange 1 at the same time, and the horizontal position and verticality of the shear nails on the two flanges can be guaranteed.

如图1至图4所示,连接件3设置为型钢横联,型钢横联至少设置为两个。As shown in FIGS. 1 to 4 , the connectingpieces 3 are arranged as cross-section steel cross-connections, and at least two cross-section steel cross-connections are arranged.

具体的,需要说明的是,通过型钢横联将两个定位板2固定连接,型钢横联与定位板2可采用螺栓连接,型钢横联在施工现场获取容易,型钢横联设置成至少两个,可确保两个定位板2连接的稳定性,提高结构强度。Specifically, it should be noted that the twopositioning plates 2 are fixedly connected by the cross-section steel, and the cross-section steel and thepositioning plate 2 can be connected by bolts. , which can ensure the stability of the connection of the twopositioning plates 2 and improve the structural strength.

如图1至图4所示,定位件包括设于定位板2内侧的卡具,卡具的下端延伸出定位板2下表面,卡具设置为第一卡具6和第二卡具7,第一卡具6与定位板2内侧面垂直,第二卡具7与定位板2内侧面平行,第一卡具6用于与钢箱梁横隔板5抵触,第二卡具7用于与钢箱梁翼板1侧面抵触。As shown in FIG. 1 to FIG. 4 , the positioning member includes a clamp arranged on the inner side of thepositioning plate 2 , the lower end of the clamp extends out of the lower surface of thepositioning plate 2 , and the clamps are set as afirst clamp 6 and asecond clamp 7 , Thefirst fixture 6 is perpendicular to the inner side of thepositioning plate 2, thesecond fixture 7 is parallel to the inner side of thepositioning plate 2, thefirst fixture 6 is used to collide with the steelbox girder diaphragm 5, and thesecond fixture 7 is used to It is in conflict with the side of the steel box girder wing plate 1.

具体的,需要说明的是,定位件安装在定位板2内侧,即两个定位板2相对的一侧,卡具的下端延伸出定位板2下表面,使得卡具下端可作用于钢箱梁上的定位点,以确定定位板2的位置,并且将卡具分为第一卡具6和第二卡具7,由于第一卡具6与定位板2侧面垂直并用于与钢箱梁横隔板5抵触,使得定位板2通过第一卡具6可确定其横向位置,而第二卡具7与定位板2内侧面平行且与钢箱梁翼板1内侧面抵触,使得定位板2可通过第二卡具7确定其纵向位置,即定位板2通过第一卡具6和第二卡具7确定其横向和纵向位置,定位准确度高,定位方便。Specifically, it should be noted that the positioning member is installed on the inner side of thepositioning plate 2, that is, on the opposite side of the twopositioning plates 2, and the lower end of the clamp extends out of the lower surface of thepositioning plate 2, so that the lower end of the clamp can act on the steel box girder The positioning point on thepositioning plate 2 is used to determine the position of thepositioning plate 2, and the fixture is divided into afirst fixture 6 and asecond fixture 7, because thefirst fixture 6 is perpendicular to the side of thepositioning plate 2 and is used to cross the steel box beam. Thepartition plate 5 interferes, so that thepositioning plate 2 can determine its lateral position through thefirst fixture 6, while thesecond fixture 7 is parallel to the inner side of thepositioning plate 2 and in conflict with the inner side of the steel box girder wing plate 1, so that thepositioning plate 2 Its longitudinal position can be determined by thesecond fixture 7 , that is, thepositioning plate 2 can determine its lateral and longitudinal positions through thefirst fixture 6 and thesecond fixture 7 , with high positioning accuracy and convenient positioning.

如图1至图4所示,第一卡具6和第二卡具7均采用角钢,第一卡具6的一直角边与定位板2内侧固定连接,另一直角边用于与钢箱梁横隔板5抵触连接,第二卡具7的一直角边与定位板2内侧固定连接,另一直角边与连接件3固定连接。As shown in FIG. 1 to FIG. 4 , thefirst clamp 6 and thesecond clamp 7 are both made of angle steel. The right-angled side of thefirst clamp 6 is fixedly connected to the inner side of thepositioning plate 2 , and the other right-angle side is used for connecting with the steel box. Thebeam diaphragm 5 is in contact with each other.

具体的,需要说明的是,第一卡具6的一直角边与定位板2内侧面焊接,第二卡具7的两直角边分别与连接件3和定位板2内侧面焊接,通过第二卡具7可同时确定连接件3的垂直度,提高定位板2的使用精度。Specifically, it should be noted that the right-angled side of thefirst fixture 6 is welded to the inner side of thepositioning plate 2, and the two right-angled sides of thesecond fixture 7 are welded to the connectingpiece 3 and the inner side of thepositioning plate 2 respectively. Thefixture 7 can simultaneously determine the verticality of the connectingpiece 3 and improve the use accuracy of thepositioning plate 2 .

以上所述仅为本申请的优选实施例而已,并不用于限制本申请,对于本领域的技术人员来说,本申请可以有各种更改和变化。凡在本申请的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本申请的保护范围之内。The above descriptions are only preferred embodiments of the present application, and are not intended to limit the present application. For those skilled in the art, the present application may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of this application shall be included within the protection scope of this application.

Claims (10)

Translated fromChinese
1.一种剪力钉定位焊接模具,其特征在于,包括:1. a shear nail location welding die, is characterized in that, comprises:用于安装在钢箱梁翼板表面的定位板,所述定位板上设置有多个用于安装剪力钉焊接部的定位孔,所述定位孔呈阵列分布。The positioning plate used to be installed on the surface of the steel box girder wing plate, the positioning plate is provided with a plurality of positioning holes for installing the welding parts of the shear nails, and the positioning holes are distributed in an array.2.根据权利要求1所述的剪力钉定位焊接模具,其特征在于,所述定位孔厚度小于等于剪力钉焊接部厚度;其中,2. The shear nail positioning welding die according to claim 1, wherein the thickness of the positioning hole is less than or equal to the thickness of the shear nail welding part; wherein,所述定位孔包括用于穿过剪力钉钉帽的第一孔和用于安装剪力钉焊接部的第二孔,所述第一孔和第二孔通过连接通道连通,所述连接通道用于滑动剪力钉柱身。The positioning hole includes a first hole for passing through the cap of the shear nail and a second hole for installing the welding part of the shear nail, the first hole and the second hole are communicated through a connection channel, and the connection channel For sliding shear nails.3.根据权利要求2所述的剪力钉定位焊接模具,其特征在于,所述第一孔的直径大于剪力钉钉帽直径,所述第二孔的直径大于剪力钉焊接部直径,所述连接通道的宽度大于剪力钉柱身直径。3 . The shear nail location welding die according to claim 2 , wherein the diameter of the first hole is larger than the diameter of the shear nail cap, and the diameter of the second hole is larger than the diameter of the welding portion of the shear nail, 4 . The width of the connecting channel is larger than the diameter of the shear nail column.4.根据权利要求3所述的剪力钉定位焊接模具,其特征在于,所述第一孔的直径较剪力钉钉帽直径大1.5cm-3cm,所述第二孔直径较剪力钉焊接部直径大1mm-2mm。4 . The shear nail location welding die according to claim 3 , wherein the diameter of the first hole is 1.5cm-3cm larger than the diameter of the shear nail cap, and the diameter of the second hole is larger than the shear nail diameter. 5 . The diameter of the welding part is 1mm-2mm larger.5.根据权利要求1所述的剪力钉定位焊接模具,其特征在于,所述焊接模具还包括定位件,所述定位件设于所述定位板上,并用于将定位板定位在钢箱梁翼板表面。5 . The shear nail location welding die according to claim 1 , wherein the welding die further comprises a positioning piece, and the positioning piece is arranged on the positioning plate and used for positioning the positioning plate on the steel box. 6 . Beam wing surface.6.根据权利要求5所述的剪力钉定位焊接模具,其特征在于,所述定位板设置为两个且互相平行,两所述定位板与分别位于钢箱梁的两侧翼板上。6 . The shear nail positioning welding die according to claim 5 , wherein the positioning plates are arranged in two parallel to each other, and the two positioning plates are respectively located on the two side wings of the steel box girder. 7 .7.根据权利要求6所述的剪力钉定位焊接模具,其特征在于,两所述定位板对称设置并通过连接件固定连接。7 . The shear nail positioning welding die according to claim 6 , wherein the two positioning plates are symmetrically arranged and fixedly connected by connecting pieces. 8 .8.根据权利要求7所述的剪力钉定位焊接模具,其特征在于,所述连接件设置为型钢横联,所述型钢横联至少设置为两个。8 . The shear nail positioning welding die according to claim 7 , wherein the connecting pieces are provided as cross-section steel cross-links, and there are at least two cross-section steel cross-links. 9 .9.根据权利要求1至8任一项所述的剪力钉定位焊接模具,其特征在于,所述定位件包括设于定位板内侧的卡具,所述卡具的下端延伸出定位板下表面,所述卡具设置为第一卡具和第二卡具,所述第一卡具与定位板内侧面垂直,所述第二卡具与定位板内侧面平行,第一卡具用于与钢箱梁横隔板抵触,第二卡具用于与钢箱梁翼板侧面抵触。9 . The shear nail positioning welding mold according to claim 1 , wherein the positioning member comprises a clamp arranged on the inner side of the positioning plate, and the lower end of the clamp extends below the positioning plate. 10 . On the surface, the fixture is set as a first fixture and a second fixture, the first fixture is perpendicular to the inner side of the positioning plate, the second fixture is parallel to the inner side of the positioning plate, and the first fixture is used for The second clamp is used to collide with the side of the steel box girder wing plate.10.根据权利要求9所述的剪力钉定位焊接模具,其特征在于,所述第一卡具和第二卡具均采用角钢,第一卡具的一直角边与定位板内侧固定连接,另一直角边用于与钢箱梁横隔板抵触连接,第二卡具的一直角边与定位板内侧固定连接,另一直角边与连接件固定连接。10 . The shear nail location welding die according to claim 9 , wherein the first clamp and the second clamp are made of angle steel, and the right-angled edge of the first clamp is fixedly connected to the inner side of the positioning plate, 10 . The other right angle side is used for contacting and connecting with the steel box girder diaphragm, the right angle side of the second clamp is fixedly connected with the inner side of the positioning plate, and the other right angle side is fixedly connected with the connecting piece.
CN202010100802.5A2020-02-182020-02-18Shear force nail positioning welding mouldActiveCN111112924B (en)

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CN110273552A (en)*2019-06-252019-09-24中交一公局集团有限公司Tool for improving positioning precision of shear nail
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CN202012153U (en)*2010-12-202011-10-19北京市建筑工程研究院有限责任公司Steel bar positioning fixture
CN204920990U (en)*2015-09-012015-12-30中铁十七局集团第三工程有限公司Two lining rebar positioning fixture in tunnel
CN206233269U (en)*2016-11-152017-06-09中铁十二局集团第二工程有限公司Longitudinal waterstop installs positioning fixture
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