CN110629683A - Composite prefabricated bridge cantilever construction bracket - Google Patents

Composite prefabricated bridge cantilever construction bracket Download PDF

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Publication number
CN110629683A
CN110629683A CN201910948253.4A CN201910948253A CN110629683A CN 110629683 A CN110629683 A CN 110629683A CN 201910948253 A CN201910948253 A CN 201910948253A CN 110629683 A CN110629683 A CN 110629683A
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CN
China
Prior art keywords
bracket
main beam
cantilever construction
rod
pier stud
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Pending
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CN201910948253.4A
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Chinese (zh)
Inventor
赵秋红
张光桥
冉海英
胡凤巧
王连广
刘东美
杨荣泉
尹壮飞
张朋
周高军
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Shandong Luqiao Group Co Ltd
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Shandong Luqiao Group Co Ltd
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Priority to CN201910948253.4A priority Critical patent/CN110629683A/en
Publication of CN110629683A publication Critical patent/CN110629683A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10Cantilevered erection
    • E01D21/105Balanced cantilevered erection

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

本发明提供了一种复合型装配式桥梁悬臂施工托架。本发明为实现上述目的,通过以下技术方案实现:一种复合型装配式桥梁悬臂施工托架,包括托架主梁、立杆和斜杆,其中托架主梁,与墩柱锚固连接,且设有中间接头和端部接头;立杆,一端与托架主梁端部接头连接,另一端与斜杆连接;斜杆,一端与托架主梁中间接头连接,另一端与立杆连接;托架主梁、立杆及斜杆之间构成闭合的三角形结构。

The invention provides a composite assembled bridge cantilever construction bracket. In order to achieve the above object, the present invention is achieved through the following technical solutions: a composite assembled bridge cantilever construction bracket, including the bracket main beam, vertical rods and oblique rods, wherein the bracket main beam is anchored to the pier column, and There are intermediate joints and end joints; one end of the vertical rod is connected to the end joint of the main beam of the bracket, and the other end is connected to the diagonal rod; one end of the vertical rod is connected to the middle joint of the main beam of the bracket, and the other end is connected to the vertical rod; A closed triangular structure is formed between the main beam of the bracket, the vertical rod and the diagonal rod.

Description

复合型装配式桥梁悬臂施工托架Composite prefabricated bridge cantilever construction bracket

技术领域technical field

本发明涉及一种桥梁悬臂施工托架,具体涉及一种复合型装配式桥梁悬臂施工托架,属于交通工程技术领域。The invention relates to a bridge cantilever construction bracket, in particular to a composite assembled bridge cantilever construction bracket, which belongs to the technical field of traffic engineering.

背景技术Background technique

目前连续梁桥悬臂施工墩顶0#段,特别是高墩0#段施工时悬臂托架结构已成为必备施工装备,但是常规的悬臂托架通常由型钢焊接组成,外形尺寸较大,构件运输较不方便,安装时通常需要在墩柱上预埋钢板等构件进行锚固,对墩柱外观质量影响较大。托架上的落架装置一般采用砂桶,该结构在荷载作用下无法进行标高的调节。At present, the cantilever bracket structure of continuous girder bridge cantilever construction pier top 0# section, especially the construction of high pier 0# section, has become a necessary construction equipment. The transportation is inconvenient, and it is usually necessary to pre-embed steel plates and other components on the pier column for anchorage during installation, which has a great impact on the appearance quality of the pier column. The drop frame device on the bracket generally adopts a sand bucket, and this structure cannot adjust the elevation under load.

发明内容Contents of the invention

针对以上所述施工现状,根据桥梁悬臂施工特点,本发明提供了一种复合型装配式桥梁悬臂施工托架。In view of the above-mentioned construction status and according to the characteristics of bridge cantilever construction, the present invention provides a composite assembled bridge cantilever construction bracket.

本发明为实现上述目的,通过以下技术方案实现:In order to achieve the above object, the present invention is achieved through the following technical solutions:

一种复合型装配式桥梁悬臂施工托架,包括托架主梁、立杆和斜杆,其中A composite fabricated bridge cantilever construction bracket, including bracket main girders, vertical rods and inclined rods, wherein

托架主梁,与墩柱锚固连接,且设有中间接头和端部接头;The main beam of the bracket is anchored to the pier column, and is provided with intermediate joints and end joints;

立杆,一端与托架主梁端部接头连接,另一端与斜杆连接;Upright rod, one end is connected with the end joint of the main beam of the bracket, and the other end is connected with the diagonal rod;

斜杆,一端与托架主梁中间接头连接,另一端与立杆连接;Slanting rod, one end is connected with the middle joint of the main beam of the bracket, and the other end is connected with the vertical rod;

托架主梁、立杆及斜杆之间构成闭合的三角形结构。A closed triangular structure is formed between the main beam of the bracket, the vertical rod and the diagonal rod.

上述复合型装配式桥梁悬臂施工托架基础上,托架主梁 与墩柱连接端设有转换接头,转换接头为型材焊接而成,转换接头包括墩柱连接部和主梁连接部,墩柱连接部和主梁连接部均为矩形框架结构。On the bracket foundation of the above-mentioned composite fabricated bridge cantilever construction, a conversion joint is provided at the connecting end of the bracket main beam and the pier column. Both the connection part and the main beam connection part are rectangular frame structures.

上述复合型装配式桥梁悬臂施工托架基础上,墩柱上预留槽口,转换接头一端伸入墩柱预留槽口,转换接头另一端与托架主梁连接,位于墩柱同一侧的两个托架主梁)之间通过两组交叉的对拉螺杆拉紧,且端部设有可调螺杆。On the cantilever construction bracket foundation of the composite prefabricated bridge mentioned above, a notch is reserved on the pier column, one end of the conversion joint extends into the reserved notch of the pier column, and the other end of the conversion joint is connected to the main beam of the bracket, which is located on the same side of the pier column. The two bracket main beams) are tensioned by two sets of intersecting tension screws, and the ends are provided with adjustable screws.

上述复合型装配式桥梁悬臂施工托架基础上,其还包括多个负重调整落架,负重调整落架位于托架主梁顶端并对应桥梁模板横梁处。On the basis of the above-mentioned composite assembled bridge cantilever construction bracket, it also includes a plurality of load-adjusting drop frames, and the load-adjusting drop frame is located at the top of the bracket main beam and corresponds to the beam of the bridge formwork.

上述复合型装配式桥梁悬臂施工托架基础上,负重调整落架包括内筒、外筒和液压千斤顶,内筒和外筒通过自锁螺母连接,液压千斤顶设置在外筒内,并与内筒连接。On the basis of the above-mentioned composite assembled bridge cantilever construction bracket, the load adjustment drop frame includes an inner cylinder, an outer cylinder and a hydraulic jack, the inner cylinder and the outer cylinder are connected by self-locking nuts, and the hydraulic jack is arranged in the outer cylinder and connected with the inner cylinder.

上述复合型装配式桥梁悬臂施工托架基础上,墩柱上设置预留孔或预埋套筒,托架主梁通过在采用锚固螺栓或精轧螺纹钢与墩柱进行锚固。On the bracket foundation of the cantilever construction of the above-mentioned composite fabricated bridge, reserved holes or pre-embedded sleeves are set on the pier columns, and the main beam of the bracket is anchored to the pier columns by using anchor bolts or precision-rolled rebar.

上述复合型装配式桥梁悬臂施工托架基础上,托架主梁上设置工作平台。On the base of the cantilever construction bracket of the composite assembled bridge, a working platform is arranged on the main girder of the bracket.

本发明的优点在于:The advantages of the present invention are:

1、整个托架为复合装配式结构,结构简单,各构件间均采用销轴连接。1. The entire bracket is a composite assembled structure with a simple structure, and all components are connected by pins.

2、闭合的三角形结构体系受力合理,稳定性好。2. The closed triangular structure system has reasonable stress and good stability.

3、托架主梁设置的转换接头,可满足多种锚固工况需要。3. The conversion joint set on the main beam of the bracket can meet the needs of various anchoring conditions.

4、托架顶设置可负重调节落架,实现在荷载作用下标高的调整,适用性好。4. The top of the bracket is equipped with a load-adjustable drop frame, which realizes the adjustment of the elevation under the load, and has good applicability.

5、托架结构安装拆除方便,装配灵活。5. The bracket structure is easy to install and remove, and the assembly is flexible.

6、杆件尺寸合理,加工制造方便,方便存放与运输。6. The size of the rod is reasonable, the processing and manufacturing are convenient, and the storage and transportation are convenient.

附图说明Description of drawings

附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the description, and are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention.

图1为本发明托架主梁不带转换接头的主视结构示意图。Fig. 1 is a front structural schematic view of the main beam of the bracket of the present invention without conversion joints.

图2为本发明托架主梁不带转换接头的侧视结构示意图。Fig. 2 is a side view structural schematic diagram of the main beam of the bracket without the adapter of the present invention.

图3为本发明转换接头的主视结构示意图。Fig. 3 is a front structural schematic diagram of the conversion joint of the present invention.

图4为本发明转换接头的俯视结构示意图。Fig. 4 is a top structural schematic diagram of the conversion joint of the present invention.

图5为本发明转换接头的侧视结构示意图。Fig. 5 is a side view structural schematic diagram of the conversion joint of the present invention.

图6为本发明托架主梁的主视示意图。Fig. 6 is a schematic front view of the main beam of the bracket of the present invention.

图7为本发明托架主梁的俯视示意图。Fig. 7 is a schematic top view of the bracket main beam of the present invention.

图8为本发明托架主梁的侧视示意图。Fig. 8 is a schematic side view of the main beam of the bracket of the present invention.

图9为本发明托架主梁带转换接头的主视结构示意图。Fig. 9 is a front structural schematic diagram of the bracket main beam belt conversion joint of the present invention.

图10为本发明托架主梁带转换接头的侧视结构示意图。Fig. 10 is a side view structural schematic diagram of the bracket main beam belt conversion joint of the present invention.

图11为本发明托架主梁带转换接头的俯视结构示意图。Fig. 11 is a top view structural schematic diagram of the bracket main beam belt conversion joint of the present invention.

图12为本发明带转换接头托架主梁的主视示意图。Fig. 12 is a schematic front view of the main beam of the bracket with conversion joints according to the present invention.

图13为本发明带转换接头托架主梁的俯视示意图。Fig. 13 is a schematic top view of the main beam of the bracket with conversion joints according to the present invention.

图14为本发明可负重调节落架示意图。Fig. 14 is a schematic diagram of the load-adjustable landing frame of the present invention.

图中,1、横梁,2、负重调整落架,3、托架主梁,4、斜杆,5、立杆,6、立柱,7、预埋套筒,8、锚固螺栓,9、主梁转换接头,10、工作平台,11、横向可调螺杆,12内筒,13、螺母,14外筒,15、液压千斤顶,16、对拉螺杆。In the figure, 1. Beam, 2. Load-adjusting drop frame, 3. Bracket main beam, 4. Diagonal rod, 5. Upright rod, 6. Upright column, 7. Embedded sleeve, 8. Anchor bolt, 9. Main beam Adapter, 10, working platform, 11, horizontally adjustable screw rod, 12 inner cylinder, 13, nut, 14 outer cylinder, 15, hydraulic jack, 16, pull screw rod.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明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发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,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,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

本发明的描述中,需要说明的是,术语“竖直”、“上”、“下”、“水平”等指示的方In the description of the present invention, it should be noted that the directions indicated by the terms "vertical", "upper", "lower", "horizontal" etc.

位或者位置关系为基于附图所示的方位或者位置关系,仅是为了便于描述本实用和简化描The orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, and it is only for the convenience of describing the utility and simplification of the description.

述,而不是指示或者暗示所指的装置或者元件必须具有特定的方位,以特定的方位构造和described, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed in a specific orientation and

操作,因此不能理解为对本发明的限制。此外,“第一”、“第二”、“第三”、“第四”仅用于描述目的,而不能理解为指示或者暗示相对重要性。operation, and therefore should not be construed as limiting the invention. In addition, "first", "second", "third", and "fourth" are used for descriptive purposes only, and should not be understood as indicating or implying relative importance.

正如背景技术所述现有的复合保温模板,其存在以下问题:在搬运和使用中保温板容易脱落和模板体分离;由于模板两侧是平面,施工后现有结构保温模板壁无法完全咬合在一起,容易产生开裂、空鼓、渗水和脱落等现象;保温模板体外壁为平面,不容易喷摸砂浆容易脱落,空鼓,产生裂纹。为了解决上述问题,本发明采用以下技术方案:As described in the background technology, the existing composite thermal insulation formwork has the following problems: the thermal insulation board is easy to fall off and the formwork body is separated during handling and use; since the two sides of the formwork are planes, the walls of the existing thermal insulation formwork cannot be completely occluded after construction. At the same time, it is prone to cracking, hollowing, water seepage and falling off; the outer wall of the thermal insulation formwork is flat, and it is not easy to spray and touch the mortar, which is easy to fall off, hollowing, and cracks. In order to solve the above problems, the present invention adopts the following technical solutions:

实施例1Example 1

参考图1及图2,一种复合型装配式桥梁悬臂施工托架,包括托架主梁3、立杆4、斜杆5和立柱6,参考图6、图7及图8,其中立柱6设置在墩柱下部外周起支撑作用,托架主梁3与墩柱锚固连接,且设有中间接头32和端部接头31;立杆4一端与托架主梁3端部接头31连接,另一端与立柱6上端连接; 斜杆5,一端与托架主梁3中间接头32连接,另一端与立柱6上端连接;托架主梁3、立杆4及斜杆5之间构成闭合的三角形结构。Referring to Figures 1 and 2, a composite assembled bridge cantilever construction bracket includes a bracket main beam 3, a vertical rod 4, a diagonal rod 5 and a column 6, referring to Figures 6, 7 and 8, wherein the column 6 It is arranged on the outer periphery of the lower part of the pier column to play a supporting role. The bracket main beam 3 is anchored to the pier column, and is provided with an intermediate joint 32 and an end joint 31; one end of the vertical rod 4 is connected to the end joint 31 of the bracket main beam 3, and the other One end is connected to the upper end of the column 6; one end of the diagonal rod 5 is connected to the middle joint 32 of the bracket main beam 3, and the other end is connected to the upper end of the column 6; a closed triangle is formed between the bracket main beam 3, the vertical bar 4 and the diagonal bar 5 structure.

墩柱上设置预留孔或预埋套筒,托架主梁3通过在采用锚固螺栓或精轧螺纹钢与墩柱进行锚固。Reserved holes or pre-embedded sleeves are set on the pier column, and the bracket main beam 3 is anchored to the pier column by using anchor bolts or precision-rolled rebar.

实施例2Example 2

参考图9、图10及图11,一种复合型装配式桥梁悬臂施工托架,包括托架主梁3、立杆4和斜杆5,托架主梁3与墩柱连接端设有转换接头9,托架主梁3与墩柱锚固连接,且设有中间接头32和端部接头31;立杆4一端与托架主梁3端部接头31连接,另一端与斜杆连接; 斜杆5,一端与托架主梁3中间接头32连接,另一端与立柱连接;托架主梁3、立杆4及斜杆5之间构成闭合的三角形结构。Referring to Fig. 9, Fig. 10 and Fig. 11, a composite assembled bridge cantilever construction bracket includes a bracket main beam 3, a vertical rod 4 and a diagonal rod 5, and the connecting end between the bracket main beam 3 and the pier column is provided with a conversion Joint 9, the bracket main beam 3 is anchored to the pier column, and is provided with an intermediate joint 32 and an end joint 31; one end of the vertical rod 4 is connected to the end joint 31 of the bracket main beam 3, and the other end is connected to the oblique bar; One end of the rod 5 is connected to the intermediate joint 32 of the bracket main beam 3, and the other end is connected to the column; the bracket main beam 3, the vertical rod 4 and the diagonal rod 5 form a closed triangle structure.

参考图3、图4及图5,转换接头9为型材焊接而成,转换接头9包括墩柱连接部91和主梁连接部92,墩柱连接部91和主梁连接部92均为矩形框架结构,具有墩柱连接孔a和主梁连接孔b。Referring to Fig. 3, Fig. 4 and Fig. 5, the conversion joint 9 is welded by profiles, and the conversion joint 9 includes a pier column connection part 91 and a main beam connection part 92, both of which are rectangular frames The structure has a pier-column connection hole a and a main beam connection hole b.

墩柱上预留槽口,转换接头9墩柱连接部91一端伸入墩柱预留槽口并经销轴穿过墩柱连接孔a固定,转换接头主梁连接部92一端与托架主梁3连接并经销轴穿过主梁连接孔b固定,位于墩柱同一侧的两个托架主梁3之间通过两组交叉的对拉螺杆16拉紧,且端部设有可调螺杆11,确保整体稳定。A notch is reserved on the pier column, one end of the connection part 91 of the conversion joint 9 extends into the reserved notch of the pier column and is fixed through the connection hole a of the pier column through the pin shaft, and one end of the connection part 92 of the conversion joint is connected to the main beam of the bracket 3 is connected and fixed through the connecting hole b of the main beam through the pin shaft, and the two bracket main beams 3 located on the same side of the pier column are tensioned by two sets of intersecting tension screws 16, and the ends are provided with adjustable screws 11 , to ensure overall stability.

上述各个实施例中,参考图14,其还包括多个负重调整落架2,负重调整落架2位于托架主梁3顶端并对应桥梁模板横梁处,负重调整落架包括内筒12、外筒14和液压千斤顶15,内筒12和外筒14通过自锁螺母13连接,液压千斤顶15设置在外筒14内,并与内筒12连接。In each of the above-mentioned embodiments, with reference to FIG. 14 , it also includes a plurality of load-adjusting drop frames 2. The load-adjusting drop frames 2 are located at the top of the bracket main beam 3 and correspond to the beam of the bridge formwork. The load-adjusting drop frames include an inner cylinder 12, an outer cylinder 14 and Hydraulic jack 15 , inner cylinder 12 and outer cylinder 14 are connected by self-locking nut 13 , hydraulic jack 15 is arranged in outer cylinder 14 and connected with inner cylinder 12 .

上述各个实施例中,托架主梁3上设置工作平台10。In each of the above-mentioned embodiments, the working platform 10 is set on the bracket main beam 3 .

上述各个实施例中,各个构件连接采用销轴连接,实现方便运输与快速组拼。In each of the above-mentioned embodiments, the components are connected by pin shafts, so as to realize convenient transportation and quick assembly.

最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that: the above is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, it still The technical solutions recorded in the foregoing embodiments may be modified, or some technical features thereof may be equivalently replaced. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

Claims (7)

1. The utility model provides a compound assembled bridge cantilever construction bracket which characterized in that: comprises a bracket main beam (3), a vertical rod (4) and an inclined rod (5), wherein
The bracket main beam (3) is connected with the pier stud in an anchoring way and is provided with a middle joint and an end joint;
one end of the upright rod (4) is connected with a joint at the end part of the bracket main beam (3), and the other end is connected with the diagonal rod;
one end of the diagonal rod (5) is connected with the middle joint of the bracket main beam (3), and the other end of the diagonal rod is connected with the vertical rod;
a closed triangular structure is formed among the bracket main beam (3), the upright rod (4) and the diagonal rod (5).
2. The composite type assembly type bridge cantilever construction bracket according to claim 1, wherein: bracket girder (3) is equipped with the crossover sub with the pier stud link, and the crossover sub forms for the section bar welding, and the crossover sub includes pier stud connecting portion and girder connecting portion, and pier stud connecting portion and girder connecting portion are the rectangular frame structure.
3. The composite type assembly type bridge cantilever construction bracket according to claim 2, wherein: the pier stud is provided with a reserved groove opening, one end of the adapter extends into the pier stud reserved groove opening, the other end of the adapter is connected with the bracket main beam (3), the two bracket main beams (3) which are positioned at the same side of the pier stud are tensioned through two groups of crossed opposite-pulling screw rods, and the end part of the adapter is provided with an adjustable screw rod (11).
4. The composite type assembly bridge cantilever construction bracket according to any one of claims 1 to 3, wherein: the device also comprises a plurality of load adjustment falling frames, wherein the load adjustment falling frames are positioned at the top ends of the bracket main beams and correspond to the bridge template cross beams.
5. The composite type assembly type bridge cantilever construction bracket according to claim 4, wherein: the load-bearing adjustment falling frame comprises an inner cylinder (12), an outer cylinder (14) and a hydraulic jack (15), wherein the inner cylinder (12) is connected with the outer cylinder (14) through a self-locking nut (13), and the hydraulic jack (15) is arranged in the outer cylinder (14) and is connected with the inner cylinder (12).
6. The composite type assembly type bridge cantilever construction bracket according to claim 1, wherein: the pier stud is provided with a preformed hole or a pre-buried sleeve, and the bracket main beam (3) is anchored with the pier stud by adopting an anchor bolt or finish-rolled deformed steel bar.
7. The composite type assembly bridge cantilever construction bracket according to any one of claims 1 to 3, wherein: a working platform (10) is arranged on the bracket main beam (3).
CN201910948253.4A 2019-10-08 2019-10-08 Composite prefabricated bridge cantilever construction bracket Pending CN110629683A (en)

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Publication number Priority date Publication date Assignee Title
CN111877187A (en) * 2020-08-03 2020-11-03 青岛理工大学 Wedge block protection mechanism and assembled bridge cantilever construction bracket

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CN203546621U (en) * 2013-11-01 2014-04-16 中铁十七局集团第二工程有限公司 Adjustable triangular bracket
CN206607509U (en) * 2017-03-20 2017-11-03 中铁十局集团第二工程有限公司 The assembled bracket that a kind of safety is flexibly dismounted
CN210946527U (en) * 2019-10-08 2020-07-07 山东省路桥集团有限公司 Composite assembling type bridge cantilever construction bracket

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EP0530114A1 (en) * 1991-08-30 1993-03-03 Potain Dismountable assembly device for metallic framework elements
CN201214768Y (en) * 2008-05-19 2009-04-01 中铁十一局集团第二工程有限公司 Pier stud through type coping template support
CN201567533U (en) * 2009-09-28 2010-09-01 中交二公局第六工程有限公司 Assembly and disassembly-type bracket for cast-in-place of continuous beam
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111877187A (en) * 2020-08-03 2020-11-03 青岛理工大学 Wedge block protection mechanism and assembled bridge cantilever construction bracket
CN111877187B (en) * 2020-08-03 2021-07-16 青岛理工大学 A wedge protection mechanism and an assembled bridge cantilever construction bracket

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