CN112049244A - A load-bearing member for wooden buildings - Google Patents
A load-bearing member for wooden buildings Download PDFInfo
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- CN112049244A CN112049244A CN202010996134.9A CN202010996134A CN112049244A CN 112049244 A CN112049244 A CN 112049244A CN 202010996134 A CN202010996134 A CN 202010996134A CN 112049244 A CN112049244 A CN 112049244A
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- 238000013016 damping Methods 0.000 claims abstract description 20
- 239000007788 liquid Substances 0.000 claims abstract description 14
- 230000035939 shock Effects 0.000 claims abstract description 12
- 238000007789 sealing Methods 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims 7
- 238000009434 installation Methods 0.000 description 14
- 239000002023 wood Substances 0.000 description 8
- 238000012423 maintenance Methods 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 2
- 244000046052 Phaseolus vulgaris Species 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 208000006877 Insect Bites and Stings Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/268—Connection to foundations
- E04B2001/2684—Connection to foundations with metal connectors
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- Electromagnetism (AREA)
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- Environmental & Geological Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
技术领域technical field
本发明属于建筑工程技术领域,具体涉及一种用于木构建筑的承重构件。The invention belongs to the technical field of construction engineering, and in particular relates to a load-bearing member for wooden buildings.
背景技术Background technique
作为木结构建筑物承重结构最重要的组成部分——承重构件,其重要性不言而喻。现代重型木结构建筑物承重支柱一般为实心方木,实心方木通过刚性连接的构造方式,完成与其他承重构件(包括柱、梁、屋架等)的刚性连接。刚性连接与传统木结构建筑通过榫卯柔性连接相比,抗震性能明显下降。在强震作用下,极易受到整体性破坏。同时,与其他木构件相比,实心方木结构下端与地面直接相接,受到潮湿、虫咬、人为破坏等因素的影响,极易腐朽损坏。在自然力(包括风力、地震)和人为使用产生的震动、磨损作用下,进一步降低了建筑的安全性和使用寿命。在损坏后,木构件的更换维修施工繁琐,如果整体更换该结构构件,经济成本也很高。As the most important part of the load-bearing structure of wooden buildings, the importance of load-bearing components is self-evident. The load-bearing pillars of modern heavy wood structure buildings are generally solid square wood, and the solid square wood is rigidly connected to other load-bearing components (including columns, beams, roof trusses, etc.) through rigid connection. Compared with the flexible connection of tenon-and-mortise joints in traditional wooden structures, the seismic performance of rigid connections is significantly reduced. Under the action of strong earthquake, it is extremely vulnerable to overall damage. At the same time, compared with other wooden components, the lower end of the solid square timber structure is directly connected to the ground, and is easily damaged by moisture, insect bites, human damage and other factors. Under the action of natural forces (including wind, earthquake) and the vibration and wear caused by human use, the safety and service life of the building are further reduced. After the damage, the replacement and maintenance of the wooden components is cumbersome, and if the structural components are replaced as a whole, the economic cost is also high.
发明内容SUMMARY OF THE INVENTION
有鉴于此,本发明提供了一种用于木构建筑的承重构件,以弥补现有技术中的不足,提升木结构整体的抗震性、耐久性和稳定性,同时实现木构件的灵活替换和快速装配,显著降低施工强度和建造维修成本。In view of this, the present invention provides a load-bearing member for wooden buildings, so as to make up for the deficiencies in the prior art, improve the seismic resistance, durability and stability of the whole wooden structure, and at the same time realize the flexible replacement and stability of wooden components. Fast assembly, significantly reducing construction strength and construction and maintenance costs.
本发明的技术方案是:The technical scheme of the present invention is:
一种用于木构建筑的承重构件,包括底座,所述底座的上方设置有用于与木桩的下端可拆卸连接的连接座,所述连接座与底座之间设置有用于缓冲振动用的减震结构,所述减震结构包括:A load-bearing member for a wooden building, comprising a base, a connection seat for detachable connection with the lower end of the wood pile is arranged above the base, and a damper for damping vibration is arranged between the connection seat and the base. A shock-absorbing structure, the shock-absorbing structure includes:
第一法兰,其上均布开设有多个安装孔一,所述安装孔一用于穿设第一连接件实现和所述底座的可拆卸式连接;The first flange is evenly provided with a plurality of mounting holes, one for piercing the first connecting piece to realize a detachable connection with the base;
筒体一,下端固定在第一法兰上;
粘滞阻尼液体,填充在所述筒体一内;Viscous damping liquid, filled in the
筒体二,套装在所述筒体一内且筒体二的下端浸入所述粘滞阻尼液体内;The second cylinder is sleeved in the first cylinder and the lower end of the second cylinder is immersed in the viscous damping liquid;
密封件,设置在所述筒体二与筒体一之间,用于提供对粘滞阻尼液体的密封,防止粘滞阻尼液体的泄露;a seal, which is arranged between the second cylinder and the first cylinder, and is used for sealing the viscous damping liquid and preventing the leakage of the viscous damping liquid;
连接盘,固定连接在筒体二的下端面上;The connecting plate is fixedly connected to the lower end face of the second cylinder;
柱体,竖直设置,和所述连接盘同轴,与所述连接盘的下端面固定;a cylinder, arranged vertically, coaxial with the connection plate, and fixed with the lower end surface of the connection plate;
弹性件,套装在所述柱体上,且其一端与所述连接盘固定,另一端与所述筒体一的内底面固定;an elastic piece, sleeved on the cylindrical body, one end of which is fixed with the connecting plate, and the other end is fixed with the inner bottom surface of the
第二法兰,其上均布开设有多个安装孔二,所述安装孔二用于穿设第一连接件实现和所述连接座的可拆卸式连接,所述第二法兰固定在所述筒体二的上端。The second flange is evenly provided with a plurality of mounting holes two, the mounting holes two are used to pass through the first connecting piece to realize the detachable connection with the connecting seat, and the second flange is fixed on the second flange. the upper end of the second cylinder.
优选的,所述底座设置在混凝土基础上方,且通过预埋件固定连接。Preferably, the base is arranged above the concrete foundation and is fixedly connected by embedded parts.
优选的,所述预埋件是高强度不锈钢连接螺栓。Preferably, the embedded parts are high-strength stainless steel connecting bolts.
优选的,所述木桩的下端开设有多个对穿的水平设置的安装孔三,所述安装孔三内穿设有用于实现与连接座的可拆卸连接的第二连接件。Preferably, the lower end of the wood pile is provided with a plurality of horizontally arranged
优选的,所述连接座包括:Preferably, the connection base includes:
第三法兰,其上均布开设有多个安装孔四,所述安装孔四用于穿设第一连接件实现和所述第二法兰的可拆卸式连接;The third flange is evenly provided with a plurality of
筒体三,其内径与所述木桩的下端匹配,实现对所述木桩的插装,所述筒体三的下端与所述第三法兰的中部固定,所述筒体三的侧边设置有多个水平对穿开设的安装孔五,所述安装孔五用于穿设第二连接件实现对木桩的固定;The inner diameter of the third cylinder is matched with the lower end of the wood pile, so as to realize the insertion of the wood pile. The lower end of the third cylinder is fixed with the middle of the third flange, and the side of the third cylinder is The side is provided with a plurality of
多个加强肋一,均布设置在所述筒体三的周向,其相邻的两个侧面分别与所述第三法兰和筒体三固定。A plurality of reinforcing ribs are evenly arranged in the circumferential direction of the
优选的,所述底座包括:Preferably, the base includes:
第四法兰,其上均布开设有多个安装孔五,所述安装孔五用于穿设预埋件实现和混凝土基础的固定连接;The fourth flange is evenly provided with a plurality of
筒体四,其下端与所述第四法兰的中部固定;The fourth cylinder, the lower end of which is fixed with the middle of the fourth flange;
第五法兰,设置在所述筒体四的上端且与所述筒体四的中部固定,其上均布开设有多个安装孔六,所述安装孔六用于穿设第一连接件实现和减震结构的连接;The fifth flange is arranged on the upper end of the
多个加强肋二,均布设置在所述筒体四的周向,其相邻的三个侧面分别与所述第五法兰、筒体四和第四法兰固定。A plurality of reinforcing
优选的,所述筒体四内设置有用于缓冲震动的豆包阻尼器。Preferably, a bean bun damper for buffering vibration is provided in the fourth cylinder.
与现有技术相比,本发明提供的一种用于木构建筑的承重构件的有益效果是:Compared with the prior art, the beneficial effects of a load-bearing member for a wooden structure provided by the present invention are:
1、本发明的整体结构合理。1. The overall structure of the present invention is reasonable.
2、本发明的承重构件为组合式结构,更换时施工耗时少,且投资成本低,还能实现木构件的灵活替换和快速装配,显著降低施工强度和建造维修成本。2. The load-bearing member of the present invention is a combined structure, which requires less construction time and low investment cost when replacing, and can also realize flexible replacement and rapid assembly of wooden members, which significantly reduces construction strength and construction and maintenance costs.
3、本发明增加了减震装置,提升了木结构整体的抗震性、耐久性和稳定性,实用性强,值得推广。3. The present invention adds a shock absorption device, improves the overall shock resistance, durability and stability of the wooden structure, has strong practicability, and is worthy of promotion.
附图说明Description of drawings
图1为本发明的整体结构的示意图1;Fig. 1 is the schematic diagram 1 of the overall structure of the present invention;
图2为本发明的整体结构的示意图2;Fig. 2 is the schematic diagram 2 of the overall structure of the present invention;
图3为本发明的连接座的俯视图;Fig. 3 is the top view of the connecting seat of the present invention;
图4为本发明的连接座的主视图;Fig. 4 is the front view of the connection seat of the present invention;
图5为本发明的连接座的剖视图。FIG. 5 is a cross-sectional view of the connecting seat of the present invention.
具体实施方式Detailed ways
本发明提供了一种用于木构建筑的承重构件,下面结合图1到图5的结构示意图,对本发明进行说明。The present invention provides a load-bearing member for a wooden building, and the present invention will be described below with reference to the structural schematic diagrams in FIGS. 1 to 5 .
实施例1Example 1
如图1和图2所示,本发明提供的一种用于木构建筑的承重构件,包括底座3,底座3设置在混凝土基础1的上方,在混凝土基础1内设置有预埋件2,预埋件2的一端固定在混凝土基础1内,另外一端延伸至底座3上方,实现和底座3的固定连接。As shown in FIG. 1 and FIG. 2 , a load-bearing member for a wooden building provided by the present invention includes a
作为进一步的优选方案,预埋件2是高强度不锈钢连接螺栓。As a further preferred solution, the embedded
作为进一步的优选方案,混凝土基础1可以是预制的基础,也可以是现浇的基础。As a further preferred solution, the
其中,作为进一步的优选方案,底座3的结构组成包括:Wherein, as a further preferred solution, the structural composition of the
第四法兰31,其上均布开设有多个安装孔五,安装孔五是用于穿设预埋件2实现和混凝土基础1的固定连接的。The
第四法兰31的上方固定连接筒体四33,筒体四33位于第四法兰31的中部。The upper part of the
筒体四33的上方固定第五法兰32,筒体四33位于第五法兰32的中部,第五法兰32上均布开设有多个安装孔六,安装孔六用于穿设第一连接件5实现和减震结构4的连接。The
为了进一步提高整体的强度,在筒体四33的周向均布设置多个加强肋二,加强肋二上相邻的三个侧面分别与第五法兰32、筒体四33和第四法兰31固定。In order to further improve the overall strength, a plurality of reinforcing
底座3的上方设置有用于与木桩8的下端可拆卸连接的连接座7,连接座7与底座3之间设置有用于缓冲振动用的减震结构4。A connecting
具体的,减震结构4包括:Specifically, the
和底座3的可拆卸式连接的第一法兰48,第一法兰48上均布开设有多个安装孔一,安装孔一用于穿设第一连接件5实现和底座3的连接。The first flange 48 detachably connected to the
第一法兰48的上方固定连接筒体一46,筒体一46设置在第一法兰48的中部;The upper part of the first flange 48 is fixedly connected to the cylinder body one 46, and the cylinder body one 46 is arranged in the middle of the first flange 48;
筒体一46内填充有粘滞阻尼液体,用于实现对传递到减震结构4上的震动能量的耗散。The
筒体一46内套装有筒体二45,筒体二45的下端浸入粘滞阻尼液体内,筒体二45的上端与第二法兰47固定。The
其中,第二法兰47上均布开设有多个安装孔二,安装孔二用于穿设第一连接件5实现和连接座7的可拆卸式连接。The second flange 47 is provided with a plurality of mounting
密封件44,设置在筒体二45与筒体一46之间,用于提供对粘滞阻尼液体的密封,防止粘滞阻尼液体的泄露。The sealing member 44 is arranged between the second cylinder 45 and the
其中,密封件44可以是O型密封圈,O型密封圈套装在筒体二45与筒体一46之间。Wherein, the sealing member 44 may be an O-shaped sealing ring, and the O-shaped sealing ring is sleeved between the second cylinder 45 and the
连接盘41,固定连接在筒体二45的下端面上,连接盘41的下端面固定柱体43,柱体43竖直设置且和连接盘41同轴。The connection plate 41 is fixedly connected to the lower end surface of the second cylinder 45 , and the lower end surface of the connection plate 41 is fixed to the column body 43 , which is vertically arranged and coaxial with the connection plate 41 .
弹性件42,套装在柱体43上,且其一端与连接盘41固定,另一端与筒体一46的内底面固定。The
其中,弹性件42的整体形状可以是柱形或者锥形。Wherein, the overall shape of the
进一步的,木桩8的下端开设有多个对穿的水平设置的安装孔三,安装孔三内穿设有用于实现与连接座7的可拆卸连接的第二连接件6。Further, the lower end of the
进一步的,如图3到图5所示,连接座7包括:Further, as shown in FIG. 3 to FIG. 5 , the
和第二法兰47的可拆卸式连接的第三法兰73,在第三法兰73上均布开设有多个安装孔四74用于穿设第一连接件5实现和第二法兰47的连接。The
第三法兰73的中部固定筒体三71,筒体三71的内径与木桩8的下端匹配,用于实现对木桩8的插装,筒体三71的侧边设置有多个水平对穿开设的安装孔五72,安装孔五72用于穿设第二连接件6实现对木桩8的固定。The middle of the
其中,第一连接件5和第二连接件6均是高强螺栓。The
为了提高整体的强度,设置了多个加强肋一75,多个加强肋一75均布设置在筒体三71的周向,其相邻的两个侧面分别与第三法兰73和筒体三71固定。In order to improve the overall strength, a plurality of reinforcing
使用木桩8和本申请提供的结构组合的方式,实现对木构建筑的承重,本申请提供的结构,其中的底座3用于和预制基础或者现浇基础的连接,连接好之后在其上连接减震结构4,减震结构4连接好之后在其上方连接连接座7,并将木桩8插装在连接座7内,用第二连接件6实现对木桩8的固定即可完成承重构件的组装。Using the method of combining the
该承重构件的结构简单,抗震动和气候影响的能力强,且用该结构替换原有的单一木质承重件时,只需要将原有的木质承重件的下端截去相应的长度,然后将截取好的木质承重件的下端插入本申请的连接座7内,用第二连接件6实现对木桩8的固定即可,施工简单,经济成本低。The load-bearing member has a simple structure and strong anti-vibration and weather effects. When replacing the original single wooden load-bearing member with this structure, only the lower end of the original wooden load-bearing member needs to be cut off by a corresponding length, and then the cut The lower end of the good wooden load-bearing member is inserted into the connecting
实施例2Example 2
为了在震动的传播路径上实现多级减震,达到逐级的削弱震动对整个结构的影响,在筒体四33内固定用于缓冲震动的豆包阻尼器。In order to realize multi-stage shock absorption on the transmission path of the vibration and to gradually weaken the impact of the vibration on the entire structure, a bean bun damper for buffering the vibration is fixed in the
还可以直接将筒体四33作为减震腔,然后在其内部放置多种大小混合起来的颗粒阻尼,用于在震动发生中,颗粒阻尼之间通过相互碰撞来削减震动的能量,实现对震动的缓冲。It is also possible to directly use the cylinder body 433 as a shock-absorbing cavity, and then place particle dampers of various sizes mixed in it to reduce the energy of the vibration by collision between the particle dampers during the occurrence of vibration, so as to realize the anti-vibration effect. buffer.
本发明提供的一种用于木构建筑的承重构件,整体结构合理,承重构件为组合式结构,更换时施工耗时少,且投资成本低,还能实现木构件的灵活替换和快速装配,显著降低施工强度和建造维修成本。本发明的结构增加了减震装置,提升了木结构整体的抗震性、耐久性和稳定性,实用性强,值得推广。The load-bearing member for a wooden building provided by the invention has a reasonable overall structure, and the load-bearing member is a combined structure, which takes less construction time when replacing, and has low investment cost, and can also realize flexible replacement and rapid assembly of the wooden member. Significantly reduce construction strength and construction maintenance costs. The structure of the invention adds a shock absorption device, improves the overall shock resistance, durability and stability of the wooden structure, has strong practicability, and is worthy of popularization.
以上公开的仅为本发明的较佳的具体实施例,但是,本发明实施例并非局限于此,任何本领域技术人员能思之的变化都应落入本发明的保护范围。The above disclosures are only preferred specific embodiments of the present invention, however, the embodiments of the present invention are not limited thereto, and any changes that can be conceived by those skilled in the art should fall within the protection scope of the present invention.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010996134.9A CN112049244B (en) | 2020-09-21 | 2020-09-21 | Bearing member for wooden building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010996134.9A CN112049244B (en) | 2020-09-21 | 2020-09-21 | Bearing member for wooden building |
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CN205444972U (en) * | 2016-03-22 | 2016-08-10 | 西安建筑科技大学 | Big post foot reinforcing apparatus of ancient building |
CN207762182U (en) * | 2018-01-25 | 2018-08-24 | 孙江花 | A kind of winning equipment installation damper |
CN110939232A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | A new type of wood structure column foot joint reinforcement structure and its construction method |
CN111236725A (en) * | 2020-01-21 | 2020-06-05 | 同济大学 | A replaceable plug-in type energy dissipation column foot structure |
CN210737781U (en) * | 2019-08-28 | 2020-06-12 | 河北优林科技有限公司 | Assembled timber structure building bearing member |
CN111270701A (en) * | 2020-02-13 | 2020-06-12 | 青岛理工大学 | Recoverable steel-wood independent foundation and installation method |
CN111364795A (en) * | 2020-03-13 | 2020-07-03 | 安徽省大愿工坊木业有限公司 | Shock resistance ancient building foundation reinforced structure |
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CN200975037Y (en) * | 2006-10-13 | 2007-11-14 | 北京工业大学 | Viscous damping device type three-dimensional vibration isolating device |
WO2014193328A1 (en) * | 2013-05-31 | 2014-12-04 | Toker Mehmet | Natural rubber or synthetic rubber elastomer-based earthquake isolator with rigid polyurethane core |
CN104695576A (en) * | 2013-12-04 | 2015-06-10 | 黑龙江融德建筑技术开发有限公司 | Design for shockproof support seat |
CN205444972U (en) * | 2016-03-22 | 2016-08-10 | 西安建筑科技大学 | Big post foot reinforcing apparatus of ancient building |
CN207762182U (en) * | 2018-01-25 | 2018-08-24 | 孙江花 | A kind of winning equipment installation damper |
CN210737781U (en) * | 2019-08-28 | 2020-06-12 | 河北优林科技有限公司 | Assembled timber structure building bearing member |
CN110939232A (en) * | 2019-12-25 | 2020-03-31 | 华南理工大学 | A new type of wood structure column foot joint reinforcement structure and its construction method |
CN111236725A (en) * | 2020-01-21 | 2020-06-05 | 同济大学 | A replaceable plug-in type energy dissipation column foot structure |
CN111270701A (en) * | 2020-02-13 | 2020-06-12 | 青岛理工大学 | Recoverable steel-wood independent foundation and installation method |
CN111364795A (en) * | 2020-03-13 | 2020-07-03 | 安徽省大愿工坊木业有限公司 | Shock resistance ancient building foundation reinforced structure |
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