CN114790681A - Anti-seismic thin-wall light steel structure with cold bending - Google Patents
Anti-seismic thin-wall light steel structure with cold bending Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 25
- 239000010959 steel Substances 0.000 title claims abstract description 25
- 238000005452 bending Methods 0.000 title 1
- 238000003032 molecular docking Methods 0.000 claims description 12
- 230000035939 shock Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 229910000655 Killed steel Inorganic materials 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- IJGRMHOSHXDMSA-UHFFFAOYSA-N nitrogen Substances N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
- E01D2101/34—Metal non-ferrous, e.g. aluminium
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Abstract
本发明公开了一种抗震型冷弯薄壁轻型钢结构,包括底座,底座内开设有固定孔,底座上端固定连接有防滑条,底座上端中心固定连接有柱支撑盘,柱支撑盘上端固定连接有中心柱,中心柱内开设有柱内螺纹孔,柱内螺纹孔内连接有螺纹杆,螺纹杆上端固定连接有限位环,限位环上开设有架固定螺纹孔,限位环上端设置有承载架,承载架上端开设有螺栓孔。本发明利用螺纹杆可在柱内螺纹孔内旋转,从而控制螺纹杆一端连接的承载架的高度,使得在进行桥梁承载时,轻松调节承载高度,同时利用连接在承载架下端的定位件,使得相邻承载架之间不易发生结构偏移,即在受震动时,结构依旧维持原始安装高度,结构稳定性好。
The invention discloses an anti-seismic cold-formed thin-walled light steel structure, comprising a base, a fixing hole is opened in the base, an anti-skid strip is fixedly connected to the upper end of the base, a column support plate is fixedly connected to the center of the upper end of the base, and the upper end of the column support plate is fixedly connected There is a central column, a column inner threaded hole is opened in the central column, a threaded rod is connected in the column inner threaded hole, the upper end of the threaded rod is fixedly connected with a limit ring, the limit ring is provided with a frame fixing threaded hole, and the upper end of the limit ring is provided with The bearing frame is provided with bolt holes at the upper end of the bearing frame. In the present invention, the threaded rod can be rotated in the threaded hole in the column, so as to control the height of the bearing frame connected at one end of the threaded rod, so that the bearing height can be easily adjusted when the bridge is loaded. Structural deviation is not easy to occur between adjacent bearing frames, that is, when subjected to vibration, the structure still maintains the original installation height, and the structural stability is good.
Description
技术领域technical field
本发明涉及轻型钢结构技术领域,尤其涉及一种抗震型冷弯薄壁轻型钢结构。The invention relates to the technical field of light steel structures, in particular to an anti-seismic cold-formed thin-walled light steel structure.
背景技术Background technique
桥梁钢是专用于架造铁路或公路桥梁的钢板。要求有较高的强度、韧性以及承受机车车辆的载荷和冲击,且要有良好的抗疲劳性、一定的低温韧性和耐大气腐蚀性。铁路或公路桥梁承受车辆的冲击载荷,桥梁钢要求有一定的强度,韧性和良好的抗疲劳性能,并且对钢材的表面质量要求较高。桥梁钢常采用碱性平炉镇静钢,成功地采用了普通低合金钢如16锰、15锰矾氮等拴焊桥梁用钢还应具有良好的焊接性能和低的缺口敏感性。Bridge steel is a steel plate specially used for building railway or highway bridges. It is required to have high strength, toughness, and to withstand the load and impact of rolling stock, and to have good fatigue resistance, certain low temperature toughness and atmospheric corrosion resistance. Railway or highway bridges bear the impact load of vehicles, and the bridge steel requires certain strength, toughness and good fatigue resistance, and the surface quality of the steel is relatively high. Basic open hearth-killed steel is often used for bridge steel, and common low-alloy steels such as 16 manganese, 15 manganese alum-nitrogen, etc. are successfully used for bolted welding. Bridge steel should also have good welding performance and low notch sensitivity.
现有用于桥梁的钢结构在连接处多采用焊接与螺栓连接相互配合,在受到移动震动时,会造成焊接面断裂或者螺栓孔错位现象,对桥梁造成毁灭性的损伤,修复工程浩大,结构抗震效果差。The existing steel structures used for bridges are mostly welded and bolted at the joints. When subjected to moving vibration, the welding surface will be broken or the bolt holes will be dislocated, causing destructive damage to the bridge. The repair project is huge, and the structure is earthquake-resistant. poor effect.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于:为了解决上述问题,而提出的一种抗震型冷弯薄壁轻型钢结构。The purpose of the present invention is to propose a shock-resistant cold-formed thin-walled light-weight steel structure in order to solve the above problems.
为了实现上述目的,本发明采用了如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:
一种抗震型冷弯薄壁轻型钢结构,包括底座,所述底座内开设有固定孔,所述底座上端固定连接有防滑条,所述底座上端中心固定连接有柱支撑盘,所述柱支撑盘上端固定连接有中心柱,所述中心柱内开设有柱内螺纹孔,所述柱内螺纹孔内连接有螺纹杆,所述螺纹杆上端固定连接有限位环,所述限位环上开设有架固定螺纹孔,所述限位环上端设置有承载架,所述承载架上端开设有螺栓孔,所述承载架外侧固定连接有侧螺钉,所述承载架下表面开设有对接孔,所述中心柱外侧连接有抗震机构。An earthquake-resistant cold-formed thin-walled light-weight steel structure comprises a base, a fixing hole is opened in the base, an anti-skid strip is fixedly connected to the upper end of the base, and a column support plate is fixedly connected to the center of the upper end of the base, and the column supports The upper end of the disc is fixedly connected with a central column, the central column is provided with a column inner threaded hole, the column inner threaded hole is connected with a threaded rod, the upper end of the threaded rod is fixedly connected with a limit ring, and the limit ring is provided with There is a frame fixing threaded hole, the upper end of the limit ring is provided with a bearing frame, the upper end of the bearing frame is provided with a bolt hole, the outer side of the bearing frame is fixedly connected with a side screw, and the lower surface of the bearing frame is provided with a docking hole, so The outer side of the central column is connected with an anti-seismic mechanism.
优选地,所述抗震机构包括贴合块,所述贴合块上开设有中间箍槽,所述贴合块一侧固定连接有杆连接条,所述杆连接条内转动连接有单推动杆和平行偏转杆。Preferably, the anti-vibration mechanism includes a sticking block, a middle hoop groove is formed on the sticking block, a rod connecting strip is fixedly connected to one side of the sticking block, and a single push rod is rotatably connected in the rod connecting strip. and parallel deflection rods.
优选地,所述单推动杆另一端转动连接在杆连接页上,所述杆连接页固定连接在推动转环,所述推动转环内转动连接有内螺纹转筒,所述内螺纹转筒螺纹连接在螺纹杆上。Preferably, the other end of the single push rod is rotatably connected to the rod connection leaf, the rod connection leaf is fixedly connected to the push swivel, and the push swivel is rotatably connected with an internally threaded drum, and the internally threaded drum Threaded on threaded rod.
优选地,所述平行偏转杆另一端固定连接有偏转筒轴,所述偏转筒轴转动连接在杆连接页,所述杆连接页固定连接有杆固定筒,所述杆固定筒通过筒固定螺钉固定连接在中心柱外侧。Preferably, the other end of the parallel deflection rod is fixedly connected with a deflection cylinder shaft, the deflection cylinder shaft is rotatably connected to the rod connection page, the rod connection page is fixedly connected with a rod fixing cylinder, and the rod fixing cylinder is fixed by a cylinder fixing screw Fixed connection on the outside of the central column.
优选地,所述贴合块设置有多个,多个所述贴合块均匀环绕设置在中心柱外侧,所述贴合块外侧设置有限位箍,所述限位箍内侧与中间箍槽之间相互契合,所述限位箍两端分别固定连接有合页件,两个所述合页件之间通过紧固螺栓连接。Preferably, there are a plurality of the abutting blocks, the plurality of the abutting blocks are evenly arranged around the outside of the central column, a limiting hoop is arranged on the outer side of the abutting blocks, and the inner side of the limiting hoop and the middle hoop groove The two ends of the limiting hoop are fixedly connected with hinge pieces respectively, and the two hinge pieces are connected by fastening bolts.
优选地,所述对接孔设置有三个,所述限位环上端连接有定位件,所述定位件两端对称固定连接有对接螺纹筒,所述对接螺纹筒与对接孔之间相互契合,所述对接孔与螺栓孔之间相互连接。Preferably, there are three docking holes, the upper end of the limiting ring is connected with a positioning piece, and two ends of the positioning piece are symmetrically and fixedly connected with a docking screw cylinder, and the docking screw cylinder and the docking hole fit each other, so The butt holes and the bolt holes are connected to each other.
综上所述,由于采用了上述技术方案,本发明的有益效果是:To sum up, due to the adoption of the above technical solutions, the beneficial effects of the present invention are:
1、本申请通过采用螺纹杆结构,利用螺纹杆可在柱内螺纹孔内旋转,从而控制螺纹杆一端连接的承载架的高度,使得在进行桥梁承载时,轻松调节承载高度,同时利用连接在承载架下端的定位件,使得相邻承载架之间不易发生结构偏移,即在受震动时,结构依旧维持原始安装高度,结构稳定性好。1. The application adopts a threaded rod structure, and the threaded rod can be used to rotate in the threaded hole in the column, thereby controlling the height of the bearing frame connected to one end of the threaded rod, so that the bearing height can be easily adjusted when carrying out the bridge bearing. The positioning member at the lower end of the bearing frame makes it difficult for the structure to shift between adjacent bearing frames, that is, when subjected to vibration, the structure still maintains the original installation height, and the structural stability is good.
2、本申请通过采用抗震机构,利用抗震机构中的内螺纹转筒结构承载上端承载架的重量,在螺纹杆旋入柱内螺纹孔内一定深度时,利用内螺纹转筒向上转动,带动单推动杆和平行偏转杆结构角度发生变化,配合相应直径的限位箍结构,实现对承载架的支撑,支撑结构设置有多个,使得承载架在受到震动时,结构依旧保持稳定,结构具有合理性。2. The application adopts an anti-seismic mechanism, and uses the internal threaded drum structure in the anti-vibration mechanism to carry the weight of the upper bearing frame. When the threaded rod is screwed into the internal threaded hole of the column to a certain depth, the internal threaded drum is used to rotate upward to drive the single The structural angle of the push rod and the parallel deflection rod changes, and the corresponding diameter of the limit hoop structure is used to support the bearing frame. There are multiple support structures, so that the bearing frame is still stable when it is vibrated, and the structure has a reasonable structure. sex.
附图说明Description of drawings
图1示出了根据本发明实施例提供的承载钢结构整体的结构示意图;FIG. 1 shows a schematic structural diagram of an overall steel bearing structure provided according to an embodiment of the present invention;
图2示出了根据本发明实施例提供的承载钢结构仰视的结构示意图;Fig. 2 shows the structural schematic diagram of the load-bearing steel structure provided according to an embodiment of the present invention viewed from the bottom;
图3示出了根据本发明实施例提供的内螺纹转筒连接处的结构示意图;FIG. 3 shows a schematic structural diagram of a connection of an internally threaded drum provided according to an embodiment of the present invention;
图4示出了根据本发明实施例提供的螺纹杆与抗震机构分离的结构示意图;FIG. 4 shows a schematic structural diagram of the separation of the threaded rod and the anti-seismic mechanism provided according to an embodiment of the present invention;
图5示出了根据本发明实施例提供的抗震机构的爆炸结构示意图;5 shows a schematic diagram of an explosion structure of an anti-seismic mechanism provided according to an embodiment of the present invention;
图6示出了根据本发明实施例提供的单推动杆连接处的结构示意图。FIG. 6 shows a schematic structural diagram of a single push rod connection according to an embodiment of the present invention.
图例说明:illustration:
1、底座;2、固定孔;3、防滑条;4、柱支撑盘;5、限位箍;6、合页件;7、贴合块;8、中心柱;9、承载架;10、螺栓孔;11、紧固螺栓;12、侧螺钉;13、内螺纹转筒;14、螺纹杆;15、定位件;16、限位环;17、中间箍槽;18、杆连接条;19、杆固定筒;20、单推动杆;21、平行偏转杆;22、筒固定螺钉;23、柱内螺纹孔;24、推动转环;25、架固定螺纹孔;26、对接孔;27、对接螺纹筒;28、杆连接页;29、偏转筒轴。1. Base; 2. Fixing hole; 3. Anti-skid strip; 4. Column support plate; 5. Limiting hoop; 6. Hinge piece; 7. Fitting block; 8. Center column; 9. Bearing frame; 10. Bolt hole; 11. Fastening bolt; 12. Side screw; 13. Internal thread drum; 14. Threaded rod; 15. Positioning piece; 16. Limit ring; 17. Middle hoop groove; 18. Rod connecting strip; 19 , rod fixing cylinder; 20, single push rod; 21, parallel deflection rod; 22, cylinder fixing screw; 23, column inner thread hole; 24, push swivel; 25, frame fixing thread hole; 26, butt hole; 27, Butt threaded barrel; 28, rod connection page; 29, deflection barrel shaft.
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作出创造性劳动前提下所获得的所有其它实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
请参阅图1-6,本发明提供一种技术方案:Please refer to Figures 1-6, the present invention provides a technical solution:
一种抗震型冷弯薄壁轻型钢结构,包括底座1,底座1内开设有固定孔2,底座1上端固定连接有防滑条3,底座1上端中心固定连接有柱支撑盘4,柱支撑盘4上端固定连接有中心柱8,中心柱8内开设有柱内螺纹孔23,柱内螺纹孔23内连接有螺纹杆14,螺纹杆14上端固定连接有限位环16,限位环16上开设有架固定螺纹孔25,限位环16上端设置有承载架9,承载架9上端开设有螺栓孔10,承载架9外侧固定连接有侧螺钉12,承载架9下表面开设有对接孔26,中心柱8外侧连接有抗震机构。抗震机构包括贴合块7,贴合块7上开设有中间箍槽17,贴合块7一侧固定连接有杆连接条18,杆连接条18内转动连接有单推动杆20和平行偏转杆21。单推动杆20另一端转动连接在杆连接页28上,杆连接页28固定连接在推动转环24,推动转环24内转动连接有内螺纹转筒13,内螺纹转筒13螺纹连接在螺纹杆14上。平行偏转杆21另一端固定连接有偏转筒轴29,偏转筒轴29转动连接在杆连接页28,杆连接页28固定连接有杆固定筒19,杆固定筒19通过筒固定螺钉22固定连接在中心柱8外侧。贴合块7设置有多个,多个贴合块7均匀环绕设置在中心柱8外侧,贴合块7外侧设置有限位箍5,限位箍5内侧与中间箍槽17之间相互契合,限位箍5两端分别固定连接有合页件6,两个合页件6之间通过紧固螺栓11连接。对接孔26设置有三个,限位环16上端连接有定位件15,定位件15两端对称固定连接有对接螺纹筒27,对接螺纹筒27与对接孔26之间相互契合,对接孔26与螺栓孔10之间相互连接。An anti-seismic cold-formed thin-walled light steel structure comprises a base 1, a fixing hole 2 is opened in the base 1, an
具体的,如图1所示,一种抗震型冷弯薄壁轻型钢结构,包括底座1,底座1内开设有固定孔2,底座1上端固定连接有防滑条3,底座1上端中心固定连接有柱支撑盘4,柱支撑盘4上端固定连接有中心柱8,中心柱8内开设有柱内螺纹孔23,柱内螺纹孔23内连接有螺纹杆14,螺纹杆14上端固定连接有限位环16,限位环16上开设有架固定螺纹孔25,限位环16上端设置有承载架9,承载架9上端开设有螺栓孔10,承载架9外侧固定连接有侧螺钉12,承载架9下表面开设有对接孔26,中心柱8外侧连接有抗震机构,利用螺纹杆14可在柱内螺纹孔23内旋转,从而控制螺纹杆14一端连接的承载架9的高度,使得在进行桥梁承载时,轻松调节承载高度,同时利用连接在承载架9下端的定位件15,使得相邻承载架9之间不易发生结构偏移,即在受震动时,结构依旧维持原始安装高度,结构稳定性好。Specifically, as shown in FIG. 1, a shock-resistant cold-formed thin-walled light steel structure includes a base 1, a fixing hole 2 is opened in the base 1, an anti-skid strip 3 is fixedly connected to the upper end of the base 1, and the center of the upper end of the base 1 is fixedly connected There is a column support plate 4, the upper end of the column support plate 4 is fixedly connected with a central column 8, a column inner threaded hole 23 is opened in the central column 8, a threaded rod 14 is connected in the column inner threaded hole 23, and the upper end of the threaded rod 14 is fixedly connected with a limited position Ring 16, the limit ring 16 is provided with a frame fixing screw hole 25, the upper end of the limit ring 16 is provided with a bearing frame 9, the upper end of the bearing frame 9 is provided with a bolt hole 10, the outer side of the bearing frame 9 is fixedly connected with a side screw 12, the bearing frame The lower surface is provided with a docking hole 26, the outer side of the central column 8 is connected with an anti-seismic mechanism, and the threaded rod 14 can be rotated in the threaded hole 23 in the column, thereby controlling the height of the bearing frame 9 connected to one end of the threaded rod 14, so that the bridge is carried out. When carrying, the carrying height can be easily adjusted, and at the same time, the positioning
具体的,如图5所示,抗震机构包括贴合块7,贴合块7上开设有中间箍槽17,贴合块7一侧固定连接有杆连接条18,杆连接条18内转动连接有单推动杆20和平行偏转杆21。单推动杆20另一端转动连接在杆连接页28上,杆连接页28固定连接在推动转环24,推动转环24内转动连接有内螺纹转筒13,内螺纹转筒13螺纹连接在螺纹杆14上。平行偏转杆21另一端固定连接有偏转筒轴29,偏转筒轴29转动连接在杆连接页28,杆连接页28固定连接有杆固定筒19,杆固定筒19通过筒固定螺钉22固定连接在中心柱8外侧,利用抗震机构中的内螺纹转筒13结构承载上端承载架9的重量,在螺纹杆14旋入柱内螺纹孔23内一定深度时,利用内螺纹转筒13向上转动,带动单推动杆20和平行偏转杆21结构角度发生变化,配合相应直径的限位箍5结构,实现对承载架9的支撑,支撑结构设置有多个,使得承载架9在受到震动时,结构依旧保持稳定,结构具有合理性。Specifically, as shown in FIG. 5 , the anti-vibration mechanism includes a fitting block 7 . The fitting block 7 is provided with an
具体的,如图3所示,贴合块7设置有多个,多个贴合块7均匀环绕设置在中心柱8外侧,贴合块7外侧设置有限位箍5,限位箍5内侧与中间箍槽17之间相互契合,限位箍5两端分别固定连接有合页件6,两个合页件6之间通过紧固螺栓11连接。对接孔26设置有三个,限位环16上端连接有定位件15,定位件15两端对称固定连接有对接螺纹筒27,对接螺纹筒27与对接孔26之间相互契合,对接孔26与螺栓孔10之间相互连接,在承载架9承载重量时,在定位件15固定下,利用承载架9与螺纹杆14上的螺纹结构,在承载架9受震动高度下降时,承载架9自身会发生转动,同时在内螺纹转筒13支撑下,结构无法完成下降,相邻的承载架9之前固定连接,避免承载架9发生偏转,结构维持初始状态,结构稳定性好。Specifically, as shown in FIG. 3 , there are a plurality of bonding blocks 7 , and the plurality of bonding blocks 7 are evenly arranged around the outer side of the central column 8 , and a limiting hoop 5 is arranged on the outer side of the bonding block 7 , and the inner side of the limiting hoop 5 is connected with The
综上所述,本实施例所提供的一种抗震型冷弯薄壁轻型钢结构,在安装时,事先测量承载高度,调节螺纹杆14,使得承载架9置于相应高度,控制内螺纹转筒13在螺纹杆14上转动,至支撑限位环16高度,再配合限位箍5完成对贴合块7的限位,使得单推动杆20与平行偏转杆21结构角度不变,整体结构支撑抗震效果好。To sum up, for a shock-resistant cold-formed thin-walled light steel structure provided in this embodiment, during installation, the bearing height is measured in advance, and the threaded
实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
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