CN105040971A - A Concrete Structure Formwork Early Detachable Adjustable Flat Top Support - Google Patents
A Concrete Structure Formwork Early Detachable Adjustable Flat Top Support Download PDFInfo
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Abstract
Description
技术领域technical field
本发明涉及混凝土结构施工中模板工程支撑用顶托,尤其涉及一种混凝土结构模板早拆可调平顶托。The invention relates to a jacking bracket for formwork engineering support in concrete structure construction, in particular to an adjustable flat jacking bracket for early demolition of a concrete structure formwork.
背景技术Background technique
如图1所示,在现有建筑工程施工中,混凝土结构模板早拆支撑系统中,通常使用的早拆可调顶托是由螺杆1′和托板2′焊接固定而成的,早拆托3′套装在螺杆上,在模板支撑布置时,由于施工人为误差引起支撑钢管立杆4′安装不垂直,导致早拆可调顶托的托板2′不水平,这样出现在支撑头位置托板21′的混凝土表面不平整,影响混凝土观感质量。As shown in Figure 1, in the construction of existing construction projects, in the support system of the early demolition of the concrete structure formwork, the commonly used early demolition adjustable jacking bracket is welded and fixed by the screw rod 1' and the supporting plate 2'. The support 3' is set on the screw rod. When the formwork is supported and arranged, the installation of the supporting steel pipe vertical rod 4' is not vertical due to the construction human error, resulting in the early dismantling of the adjustable support plate 2'. The concrete surface of the supporting plate 21' is uneven, which affects the visual quality of the concrete.
现有技术中公开了一种“可调高度早拆模板支撑头”,见公开号为:CN2226101,公开日为:1996-05-01的中国专利,该可调高度早拆模板支撑头,由挺杆、顶托、活动托翼组成,其特征是:挺杆顶端固定设置顶托,中部设置有多于2个的插销孔位,插销孔和顶托之间放置活动套筒,内外套筒之间由螺纹咬合,内套与挺杆滑动结合;外套筒的两侧设置与其成为一体的托翼,托翼的端头有矩形固定止挡和可翻转的活动止挡。这种支撑头适合现有的各种模板厚度和龙骨断面组合高度的调整,适用于模板工程中早拆模板支撑装置并可与现行的各种支撑格结构相匹配。该专利只是实现顶托的可调高度,并不能解决本专利申请中:在支撑立杆安装位置及垂直度偏差时,还能保证顶托面水平,从而提高混凝土观感质量。Disclosed in the prior art is a "adjustable height early demolition template support head", see the Chinese patent whose publication number is: CN2226101, and the publication date is: 1996-05-01. Composed of tappets, jacking brackets, and movable brackets, the characteristics are: the top of the tappets is fixed with a jacking bracket, the middle part is provided with more than 2 pin holes, a movable sleeve is placed between the pin hole and the jacking bracket, and the inner and outer sleeves The inner sleeve and the tappet are slidably combined; the two sides of the outer sleeve are provided with support wings integrated with the support wing, and the end of the support wing has a rectangular fixed stopper and a reversible movable stopper. The supporting head is suitable for adjustment of various existing formwork thicknesses and combined heights of keel sections, and is suitable for early demolition formwork support devices in formwork engineering and can be matched with various existing support lattice structures. This patent only realizes the adjustable height of the jacking, and cannot solve the problem in this patent application: when the installation position and verticality deviation of the support pole, it can also ensure the level of the jacking surface, thereby improving the quality of concrete perception.
发明内容Contents of the invention
本发明要解决的技术问题,在于提供一种混凝土结构模板早拆可调平顶托,能够保证整个模板支撑立杆安装位置及垂直度偏差时,保证顶托面水平,提高混凝土观感质量。The technical problem to be solved by the present invention is to provide a concrete structure formwork early dismantling and adjustable flat jacking, which can ensure the level of the jacking surface when the installation position and verticality of the entire formwork support pole deviate, and improve the quality of concrete perception.
本发明是这样实现的:一种混凝土结构模板早拆可调平顶托,所述早拆可调平顶托包括一螺杆、一支托、一活动板、一圆球环、两个调节螺母以及一早拆托;所述活动板设置于支托上;所述支托包括一托板和一短圆柱,所述短圆柱内为一半球形碗面,短圆柱一端与托板的底面固定连接,所述圆球环内的圆球环面的球面半径与所述短圆柱内半球形碗面的球面半径相同,所述圆球环大小与所述短圆柱大小相匹配,所述短圆柱和所述圆球环进行上下固定设置;所述螺杆顶部固定连接有一圆球,圆球的球半径与所述短圆柱内半球形碗面的球面半径相匹配,所述螺杆与所述支托是通过圆球环限位形成球铰接,所述螺杆外表面设置有外螺纹;所述早拆托套设在螺杆上,所述调节螺母螺旋在所述螺杆上,且调节螺母位于早拆托下方。The present invention is achieved in this way: a concrete structure formwork early dismantling adjustable flat top support, said early dismantling adjustable flat top support includes a screw rod, a support, a movable plate, a ball ring, two adjustment nuts And dismantling the support early in the morning; the movable plate is arranged on the support; the support includes a support plate and a short cylinder, the inside of the short cylinder is a hemispherical bowl surface, and one end of the short cylinder is fixedly connected to the bottom surface of the support plate, The spherical radius of the spherical torus in the described spherical ring is the same as the spherical radius of the hemispherical bowl in the short cylinder, the size of the spherical ring matches the size of the short cylinder, and the short cylinder and the short cylinder The ball ring is fixed up and down; the top of the screw is fixedly connected with a ball, the ball radius of which matches the spherical radius of the inner hemispherical bowl surface of the short cylinder, and the screw and the support are connected through The ball ring is limited to form a ball hinge, and the outer surface of the screw is provided with external threads; the early release support is sleeved on the screw, and the adjustment nut is screwed on the screw, and the adjustment nut is located under the early release support.
进一步地,所述早拆可调平顶托还包括至少三个螺栓,所述短圆柱外周侧至少均匀分布三个第一凸块,每个第一凸块处设有一第一螺栓孔,第一螺栓孔内设有内螺纹,所述内螺纹与所述螺栓表面螺纹匹配;所述圆球环外周侧均匀设有至少三个第二凸块,每个第二凸块处设有第二螺栓孔,所述第二螺栓孔内径与螺栓直径相匹配;所述第一螺栓孔的位置与所述第二螺栓孔的位置相对应;所述圆球环与所述短圆柱通过所述螺栓穿过第二螺栓孔旋入第一螺栓孔进行锁合连接。Further, the early-release adjustable flat jacking bracket also includes at least three bolts, and at least three first bumps are evenly distributed on the outer peripheral side of the short cylinder, and each first bump is provided with a first bolt hole, the second An internal thread is provided in a bolt hole, and the internal thread is matched with the thread on the surface of the bolt; at least three second protrusions are evenly provided on the outer peripheral side of the spherical ring, and each second protrusion is provided with a second Bolt hole, the inner diameter of the second bolt hole matches the bolt diameter; the position of the first bolt hole corresponds to the position of the second bolt hole; the spherical ring and the short cylinder pass through the bolt Screw through the second bolt hole into the first bolt hole for locked connection.
进一步地,所述托板上表面中心开设有一凹口,所述凹口内设置有一磁铁块,所述活动板为双层结构,所述活动板第一层的宽度大于第二层的宽度,使得活动板第一层和第二层的周边形成一企口;所述活动板第二层吸附在托板的磁铁块上。Further, a notch is provided in the center of the upper surface of the supporting plate, and a magnet block is arranged in the notch, and the movable plate has a double-layer structure, and the width of the first layer of the movable plate is greater than that of the second layer, so that A notch is formed on the periphery of the first layer and the second layer of the movable plate; the second layer of the movable plate is adsorbed on the magnet block of the supporting plate.
本发明具有如下优点:本发明支托的托板下设置有一短圆柱,短圆柱内部为半球形碗面,螺杆顶部固定一圆球,半球形碗面与圆球面相匹配,支托的半球形碗面与螺杆顶部的圆球面通过圆球环与短圆柱利用螺栓连接限位耦合形成球铰接,该圆球环起到限位作用;这样方便于支托转动以达到到支托调平目的,即半球形碗面能绕着圆球进行万向转动。通过螺栓将圆球环与托板下的短圆柱连接,使螺杆与托板形成整体而不会分离;托板面的凹口可焊接磁铁块,方便将活动板吸贴在托板上而不易移动。在托板上增设活动板,可消除钢管立杆(即支撑立杆)安装平面位置偏差的影响。本发明结构简单、受力合理、使用操作方便、有效解决了钢管立杆安装平面位置及竖向垂直度偏差对混凝土结构表面平整度与观感质量的影响,确保钢管立杆位置的混凝土表面平整度和观感质量。The present invention has the following advantages: a short cylinder is arranged under the support plate of the present invention, the interior of the short cylinder is a hemispherical bowl surface, a ball is fixed on the top of the screw rod, the hemispherical bowl surface matches the spherical surface, and the hemispherical bowl surface of the support The bowl surface and the spherical surface on the top of the screw rod are connected by a ball ring and a short cylinder to form a ball hinge through the limit coupling of the bolt connection. That is, the hemispherical bowl can rotate universally around the ball. Connect the ball ring with the short cylinder under the supporting plate through bolts, so that the screw and the supporting plate form a whole without separation; the notch on the surface of the supporting plate can be welded with a magnet block, which is convenient for attaching the movable plate to the supporting plate without difficulty move. Adding a movable plate on the supporting plate can eliminate the influence of the installation plane position deviation of the steel pipe pole (ie the supporting pole). The invention has the advantages of simple structure, reasonable force, convenient use and operation, and effectively solves the influence of the installation plane position and vertical verticality deviation of the steel pipe vertical pole on the surface smoothness and visual quality of the concrete structure, and ensures the concrete surface smoothness at the position of the steel pipe vertical pole and perceived quality.
附图说明Description of drawings
下面参照附图结合实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the embodiments with reference to the accompanying drawings.
图1是现有技术的早拆可调顶托使用示意图。Fig. 1 is a schematic diagram of the use of the early dismantling adjustable jacking bracket in the prior art.
图2是本发明的结构示意图。Fig. 2 is a structural schematic diagram of the present invention.
图3是本发明的可调平顶托板与螺杆组装后的结构示意图。Fig. 3 is a structural schematic diagram of the assembled adjustable flat-top pallet and the screw rod of the present invention.
图4是本发明的支托俯视图示意图。Fig. 4 is a schematic top view of the support bracket of the present invention.
图5是本发明的支托仰视示图意图。Fig. 5 is a schematic bottom view diagram of the support bracket of the present invention.
图6是本发明的支托侧视图示意图。Fig. 6 is a schematic side view of the support bracket of the present invention.
图7是本发明的图4中的Ⅰ-Ⅰ剖面图。Fig. 7 is an I-I sectional view in Fig. 4 of the present invention.
图8是本发明的圆球环平面投影图。Fig. 8 is a plane projection view of the spherical ring of the present invention.
图9是本发明的圆球环侧视图。Fig. 9 is a side view of the spherical ring of the present invention.
图10是本发明的螺杆结构示意图。Fig. 10 is a schematic diagram of the screw structure of the present invention.
图11是本发明的活动板平面示意图。Fig. 11 is a schematic plan view of the movable plate of the present invention.
图12是本发明的活动板侧视示意图。Fig. 12 is a schematic side view of the movable plate of the present invention.
具体实施方式Detailed ways
如图2至图12所示,本发明所涉及一种混凝土结构模板早拆可调平顶托,所述早拆可调平顶托与模板的支撑钢管配合使用,所述早拆可调平顶托包括一螺杆1、一支托2、一圆球环3、一活动板4、至少三个螺栓5以及早拆托6;其中,所述早拆可调平顶托还包括两个调节螺母7,所述支托2还包括一托板21和一短圆柱22,所述短圆柱22内为一半球形碗面223,短圆柱22一端与托板21的底面固定连接,所述短圆柱22周侧至少均匀分布三个第一凸块221,每个第一凸块221处设有一第一螺栓孔222,第一螺栓孔222内设有内螺纹,所述内螺纹与所述螺栓5相匹配;所述的圆球环3内圆球环面33的球面半径与所述短圆柱22内半球形碗面223的球面半径相同,所述的圆球环3大小与所述短圆柱22大小相匹配,所述的圆球环3外周侧均匀设有至少三个第二凸块31,第二凸块31处设有第二螺栓孔32,所述第二螺栓孔32内径与所述螺栓5直径相匹配;所述第一螺栓孔222的位置与所述第二螺栓孔32的位置相对应;所述圆球环3与所述短圆柱22通过螺栓5穿过第二螺栓孔32旋入第一螺栓孔222进行锁合连接。所述螺杆1顶部固定连接有一圆球12,圆球12的球半径与所述的短圆柱22内半球形碗面223的球面半径相匹配,所述螺杆1与所述支托2是通过圆球环3限位形成球铰接,该圆球环3起到限位作用;这样方便于支托2转动以达到到托板21调平目的,即半球形碗面能绕着圆球12进行万向转动。在钢管立杆8安装位置及垂直度偏差时,不需要对钢管立杆8进行调整,只要将支托2绕圆球12进行转动即可调整。所述螺杆1外表面设置有外螺纹11;所述早拆托6套设在螺杆1上,所述两个调节螺母7螺旋在所述螺杆1上,且调节螺母7位于早拆托6下方。As shown in Figures 2 to 12, the present invention relates to a concrete structure formwork that can be dismantled early and can be leveled. The jacking bracket includes a screw rod 1, a bracket 2, a ball ring 3, a movable plate 4, at least three bolts 5, and an early dismantling bracket 6; wherein, the early dismantling adjustable flat jacking bracket also includes two adjustment Nut 7, the support 2 also includes a supporting plate 21 and a short cylinder 22, the inside of the short cylinder 22 is a hemispherical bowl surface 223, one end of the short cylinder 22 is fixedly connected with the bottom surface of the supporting plate 21, the short cylinder At least three first protrusions 221 are evenly distributed on the peripheral side of the 22, and each first protrusion 221 is provided with a first bolt hole 222, and an internal thread is provided in the first bolt hole 222, and the internal thread and the bolt 5 match; the spherical radius of the spherical torus 33 in the described spherical ring 3 is identical to the spherical radius of the hemispherical bowl surface 223 in the short cylinder 22, and the size of the described spherical ring 3 is the same as that of the short cylinder 22 Matching in size, at least three second bumps 31 are uniformly arranged on the outer peripheral side of the spherical ring 3, and second bolt holes 32 are arranged at the second bumps 31, and the inner diameter of the second bolt holes 32 is the same as the inner diameter of the second bolt holes. The diameter of the bolt 5 matches; the position of the first bolt hole 222 corresponds to the position of the second bolt hole 32; the spherical ring 3 and the short cylinder 22 pass through the second bolt hole 32 through the bolt 5 screw into the first bolt hole 222 for locking connection. A ball 12 is fixedly connected to the top of the screw 1, and the radius of the ball 12 matches the radius of the spherical surface 223 of the inner hemispherical bowl 223 of the short cylinder 22. The screw 1 and the support 2 are connected through a circle The ball ring 3 is limited to form a ball hinge, and the ball ring 3 plays a position-limiting role; this is convenient for the support 2 to rotate to achieve the purpose of leveling the supporting plate 21, that is, the hemispherical bowl surface can be moved around the ball 12. to turn. When steel pipe vertical rod 8 installation position and verticality deviation, needn't steel pipe vertical rod 8 be adjusted, as long as support 2 is rotated around ball 12 and can adjust. The outer surface of the screw 1 is provided with an external thread 11; the early dismantling support 6 is sleeved on the screw 1, the two adjusting nuts 7 are screwed on the screw 1, and the adjusting nuts 7 are located below the early dismantling support 6 .
其中,所述托板21上表面中心有一凹口211,所述凹口211内设置有一磁铁块23,所述活动板4为双层结构,所述活动板第一层41的宽度大于第二层42的宽度,使得活动板第一层41和第二层42的周边形成一企口43;所述活动板4第二层42吸附在托板21的磁铁块23上。活动板4通过设置企口43使活动板4的第一层41盖压在早拆可调平顶托处的模板9预开口的四周上而不掉落(见图2),从而使拆模后该处混凝土表面不会出现过大的高差现象(高差仅为41厚度),活动板4通过磁铁块23的吸附作用与托板21连接而没有完全固定,使得支撑立杆安装平面位置或垂直度允许出现一定范围的偏差而托板21仍能撑住活动板4形成早拆体系,同时保证顶托面水平,提高顶托处的混凝土表面的平整度与观感质量。Wherein, there is a notch 211 in the center of the upper surface of the supporting plate 21, a magnet block 23 is arranged in the notch 211, the movable plate 4 is a double-layer structure, and the width of the first layer 41 of the movable plate is larger than that of the second layer. The width of the layer 42 is such that a notch 43 is formed on the periphery of the first layer 41 and the second layer 42 of the movable plate; The movable plate 4 makes the first layer 41 cover of the movable plate 4 press on the surroundings of the pre-opening of the formwork 9 at the early demolition and adjustable flat top bracket by setting the tongue and groove 43 without falling (see Figure 2), so that the formwork can be removed Excessive height difference phenomenon (height difference is only 41 thicknesses) can not occur on the concrete surface in the back, movable plate 4 is connected with supporting plate 21 through the adsorption of magnet block 23 and is not completely fixed, makes support pole installation plane position Or the verticality allows a certain range of deviation and the supporting plate 21 can still support the movable plate 4 to form an early demolition system, while ensuring the level of the jacking surface, improving the flatness and visual quality of the concrete surface at the jacking place.
总之,本发明结构简单、受力合理、使用操作方便、有效解决了钢管立杆安装平面位置及竖向垂直度偏差对混凝土结构表面平整度与观感质量的影响,确保钢管立杆位置的混凝土表面平整度和观感质量。In a word, the present invention has simple structure, reasonable force, convenient use and operation, and effectively solves the influence of steel pipe pole installation plane position and vertical perpendicularity deviation on the surface flatness and visual quality of concrete structure, and ensures the concrete surface at the position of steel pipe pole Flatness and perceived quality.
虽然以上描述了本发明的具体实施方式,但是熟悉本技术领域的技术人员应当理解,我们所描述的具体的实施例只是说明性的,而不是用于对本发明的范围的限定,熟悉本领域的技术人员在依照本发明的精神所作的等效的修饰以及变化,都应当涵盖在本发明的权利要求所保护的范围内。Although the specific embodiments of the present invention have been described above, those skilled in the art should understand that the specific embodiments we have described are only illustrative, rather than used to limit the scope of the present invention. Equivalent modifications and changes made by skilled personnel in accordance with the spirit of the present invention shall fall within the protection scope of the claims of the present invention.
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Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060208147A1 (en) * | 2005-03-17 | 2006-09-21 | David Estes | Gary stack jacks |
| CN2908631Y (en) * | 2006-05-12 | 2007-06-06 | 北京工业大学 | Adjustable node connection device of prestressed steel structure brace rod |
| CN101158179A (en) * | 2007-10-31 | 2008-04-09 | 北京市建筑设计研究院 | Spatial structure steel cable brace rod end node universal rotational articulated device |
| FR2924459A1 (en) * | 2007-06-25 | 2009-06-05 | Bouygues Batiment Ile De Franc | MANUABLE STOOL. |
| CN201420240Y (en) * | 2009-05-07 | 2010-03-10 | 中铁四局集团第四工程有限公司 | Adjustable synchronous hydraulic support slideway |
| CN201598843U (en) * | 2010-03-12 | 2010-10-06 | 中铁十四局集团第四工程有限公司 | Spatial three-dimensional fine adjusting positioning device |
| CN201817773U (en) * | 2010-10-22 | 2011-05-04 | 山东省路桥集团有限公司 | Adjustable spherical hinge holder jacking |
| CN202299050U (en) * | 2011-10-27 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Unitized curtain wall plate ball hinge type universal connecting device |
| CN202347436U (en) * | 2011-12-15 | 2012-07-25 | 张宗明 | Spherical support |
| CN203961295U (en) * | 2014-05-16 | 2014-11-26 | 中国建筑股份有限公司 | The two formulas of shooting down of adjusting of a kind of hollow lead screw are early torn supporting member open |
| CN204001669U (en) * | 2014-07-18 | 2014-12-10 | 北京盛明建达工程技术有限公司 | A kind of for coiling the adjustable holder support of bulb of buckle type scaffold |
| CN204492168U (en) * | 2015-02-03 | 2015-07-22 | 中国建筑第六工程局有限公司 | A kind of quick detach supporting member of early-dismantling formwork system |
-
2015
- 2015-08-07 CN CN201510482331.8A patent/CN105040971B/en not_active Expired - Fee Related
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060208147A1 (en) * | 2005-03-17 | 2006-09-21 | David Estes | Gary stack jacks |
| CN2908631Y (en) * | 2006-05-12 | 2007-06-06 | 北京工业大学 | Adjustable node connection device of prestressed steel structure brace rod |
| FR2924459A1 (en) * | 2007-06-25 | 2009-06-05 | Bouygues Batiment Ile De Franc | MANUABLE STOOL. |
| CN101158179A (en) * | 2007-10-31 | 2008-04-09 | 北京市建筑设计研究院 | Spatial structure steel cable brace rod end node universal rotational articulated device |
| CN201420240Y (en) * | 2009-05-07 | 2010-03-10 | 中铁四局集团第四工程有限公司 | Adjustable synchronous hydraulic support slideway |
| CN201598843U (en) * | 2010-03-12 | 2010-10-06 | 中铁十四局集团第四工程有限公司 | Spatial three-dimensional fine adjusting positioning device |
| CN201817773U (en) * | 2010-10-22 | 2011-05-04 | 山东省路桥集团有限公司 | Adjustable spherical hinge holder jacking |
| CN202299050U (en) * | 2011-10-27 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Unitized curtain wall plate ball hinge type universal connecting device |
| CN202347436U (en) * | 2011-12-15 | 2012-07-25 | 张宗明 | Spherical support |
| CN203961295U (en) * | 2014-05-16 | 2014-11-26 | 中国建筑股份有限公司 | The two formulas of shooting down of adjusting of a kind of hollow lead screw are early torn supporting member open |
| CN204001669U (en) * | 2014-07-18 | 2014-12-10 | 北京盛明建达工程技术有限公司 | A kind of for coiling the adjustable holder support of bulb of buckle type scaffold |
| CN204492168U (en) * | 2015-02-03 | 2015-07-22 | 中国建筑第六工程局有限公司 | A kind of quick detach supporting member of early-dismantling formwork system |
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| CN107023179A (en) * | 2016-01-29 | 2017-08-08 | 李木林 | Architectural plane template Quick Release system |
| CN106760626A (en) * | 2016-11-18 | 2017-05-31 | 青岛蓝天创先科技服务有限公司 | A kind of cast-in-place concrete floor template vertical supporting device of energy fast assembling-disassembling |
| CN108801217A (en) * | 2017-05-02 | 2018-11-13 | 中建城市建设发展有限公司 | A kind of aluminum alloy mould plate supports vertical detector, structural system and its construction method |
| CN108952216A (en) * | 2018-09-04 | 2018-12-07 | 安吉铭盛建设工程有限公司 | A kind of form for construction engineering support device |
| CN114109033A (en) * | 2021-12-29 | 2022-03-01 | 南通鼎仑建设工程有限公司 | Early-dismantling construction process for bottom formwork of beam with frame structure |
| CN114109033B (en) * | 2021-12-29 | 2023-03-07 | 南通鼎仑建设工程有限公司 | Early-dismantling construction process for bottom formwork of beam with frame structure |
| CN115726514A (en) * | 2022-12-07 | 2023-03-03 | 厦门集三建设集团有限公司 | Constructional engineering steel construction spandrel girder |
| CN116153848A (en) * | 2023-04-23 | 2023-05-23 | 无锡邑文电子科技有限公司 | Lifting mechanism and semiconductor device |
| CN116592707A (en) * | 2023-06-30 | 2023-08-15 | 东方空间技术(山东)有限公司 | Rocket launching pad |
| CN116592707B (en) * | 2023-06-30 | 2024-02-06 | 东方空间技术(山东)有限公司 | Rocket launching pad |
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