CN111719890A - Floor reinforcement support system - Google Patents
Floor reinforcement support system Download PDFInfo
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- CN111719890A CN111719890A CN202010490421.2A CN202010490421A CN111719890A CN 111719890 A CN111719890 A CN 111719890A CN 202010490421 A CN202010490421 A CN 202010490421A CN 111719890 A CN111719890 A CN 111719890A
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- 230000002787 reinforcement Effects 0.000 title claims description 16
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
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- 238000003780 insertion Methods 0.000 description 4
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- 238000010586 diagram Methods 0.000 description 2
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- 229920000049 Carbon (fiber) Polymers 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G2025/003—Supports therefor, e.g. tripods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G2025/006—Heads therefor, e.g. pivotable
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Abstract
Description
技术领域technical field
本发明涉及楼板支撑领域,更具体地说,它涉及一种楼板加固支撑系统。The invention relates to the field of floor support, more particularly, to a floor reinforcement support system.
背景技术Background technique
目前,由于受到化学侵蚀、混凝土劣化、钢筋锈蚀、施工过程的缺陷、设计标准的落后、结构功能的改变等因素的影响,使得大量的现有建筑结构已经不能达到当前使用的要求标准。现有技术中对这些已经不符合现有使用要求标准的建筑结构的处理,一种方法就是拆除重建,另一种方法就是维修加固。但是拆除重建方法经济成本高,施工周期长,而且拆除的建筑垃圾对环境造成很大的危害,因此通过维修加固的方式来使得建筑结构满足当前的要求是比较优选的方法。At present, due to the influence of factors such as chemical erosion, concrete deterioration, steel corrosion, defects in the construction process, backward design standards, and changes in structural functions, a large number of existing building structures can no longer meet the current requirements. In the prior art, one method is to dismantle and rebuild these building structures that no longer meet the existing requirements for use, and the other method is to repair and reinforce them. However, the demolition and reconstruction method has high economic cost, long construction period, and the demolition of construction waste causes great harm to the environment. Therefore, it is a preferred method to make the building structure meet the current requirements through maintenance and reinforcement.
目前对于钢筋混凝土横梁的加固方法有增大梁截面、粘贴碳纤维复合材料加固法、置换混凝土加固等,以上加固方法加固横梁时,横梁在受迫振动时由于延性不足容易出现横梁突然崩断的情况。因此,横梁加固施工时,一般需要对横梁进行卸荷。At present, the reinforcement methods for reinforced concrete beams include increasing the beam section, pasting carbon fiber composite materials, and replacing concrete reinforcement. Therefore, when the beam is reinforced, it is generally necessary to unload the beam.
现有的卸荷采用支撑楼板的方式,卸荷时,在楼板的下方设支撑杆,支撑杆的顶部放置木方,木方连接多根成行设置的支撑杆,支撑杆通过木方抵触楼板,将竖向荷载及楼板自重通过支撑杆传给基础。但是由于支撑杆受层高的的限制,卸荷时支撑杆的长度难以根据所需支撑的高度进行调整,灵活性较差。The existing unloading adopts the method of supporting the floor. When unloading, a supporting rod is arranged under the floor, and a wooden square is placed on the top of the supporting rod. The wooden square is connected to a plurality of supporting rods arranged in a row. The vertical load and the dead weight of the floor slab are transmitted to the foundation through the support rod. However, since the support rod is limited by the storey height, it is difficult to adjust the length of the support rod according to the required support height during unloading, and the flexibility is poor.
发明内容SUMMARY OF THE INVENTION
针对现有技术的不足,本发明的目的在于提供一种楼板加固支撑系统,使得支撑杆的长度可根据所需支撑的高度进行调整,提高了支撑杆的灵活性。Aiming at the deficiencies of the prior art, the purpose of the present invention is to provide a floor slab reinforcement support system, so that the length of the support rod can be adjusted according to the required support height, thereby improving the flexibility of the support rod.
本发明采用的技术方案是这样实现的:一种楼板加固支撑系统,包括多根呈中空设置的支撑杆,所述支撑杆的顶端可拆卸地设置有高度调节部,所述高度调节部包括插接于所述支撑杆的第一螺杆以及设置于所述第一螺杆的一端的支撑部,所述支撑部用于抵触楼板;所述第一螺杆螺纹连接有第一螺母,所述第一螺母的侧壁设置有承接部,所述承接部抵触于所述支撑杆的顶端、且与所述支撑杆的顶端转动连接;The technical solution adopted in the present invention is realized as follows: a floor slab reinforcement support system includes a plurality of support rods arranged in a hollow shape, the top of the support rods is detachably provided with a height adjustment part, and the height adjustment part includes a plug a first screw connected to the support rod and a support part arranged at one end of the first screw, the support part is used to abut the floor; the first screw is threadedly connected with a first nut, and the first nut The side wall is provided with a receiving portion, the receiving portion is in contact with the top end of the support rod and is rotatably connected with the top end of the support rod;
所述支撑杆由若干根短杆相互拼接而成,相邻的两根所述短杆分别为第一短杆和第二短杆,所述第一短杆的一端设置有插口,所述第二短杆的一端设置有插接配合于所述插口的插接部,所述第一短杆和第二短杆的连接处设置有用于使两者连接固定的连接组件;The support rod is formed by splicing several short rods with each other, and the two adjacent short rods are a first short rod and a second short rod respectively, one end of the first short rod is provided with a socket, and the first short rod is One end of the two short rods is provided with a plug-in portion that is plug-fitted with the socket, and a connecting component for connecting and fixing the two short rods is provided at the joint of the first short rod and the second short rod;
所述连接组件包括螺纹套,所述第一短杆和第二短杆相互连接的一端侧壁均设有螺纹配合于所述螺纹套的外螺纹。The connecting assembly includes a threaded sleeve, and one end side wall of the first short rod and the second short rod connected to each other is provided with an external thread that is threadedly matched with the threaded sleeve.
通过采用上述的技术方案,支撑楼板时,相邻的两根短杆分别通过插接部与插口的配合,并通过螺纹套使相邻的两根短杆相互连接固定,将多根短杆相互拼接形成支撑杆,短杆的拼接数量可由楼层高度进行确定;短杆拼接形成支撑杆后,将第一螺杆插接入支撑杆的顶端,第一螺杆通过第一螺母侧壁的承接部承接在支撑杆的顶端,然后通过转动承接部以使第一螺母转动,转动承接部的过程中,工作人员对第一螺杆进行限位,以使第一螺母转动时第一螺杆能够升降,通过转动第一螺母以使第一螺杆上升至支撑部紧密抵触楼板,进而实现支撑楼板;支撑杆由多根短杆拼接而成,同时通过调节第一螺杆的升降,以适应不同高度的楼层,提高了支撑杆的灵活性,且无需支撑时,可将支撑杆拆卸成多根短杆,进而便于工作人员进行搬运。By adopting the above technical scheme, when supporting the floor slab, the two adjacent short rods are connected and fixed with each other through the cooperation of the plug-in part and the socket respectively, and the two adjacent short rods are connected and fixed with each other through the threaded sleeve, and the plurality of short rods are connected to each other. Splicing to form a support rod, the number of splicing of the short rods can be determined by the floor height; after the short rods are spliced to form a support rod, insert the first screw into the top of the support rod, and the first screw is carried through the receiving part of the side wall of the first nut. The top end of the support rod is supported, and then the first nut is rotated by rotating the receiving part. During the process of rotating the receiving part, the staff limits the first screw so that the first screw can be lifted and lowered when the first nut is rotated. A nut is used to make the first screw rise until the support part is in close contact with the floor, so as to support the floor; the support rod is formed by splicing a plurality of short rods, and at the same time, by adjusting the lifting of the first screw, it can adapt to floors of different heights and improve the support The flexibility of the rod, and when no support is required, the support rod can be disassembled into multiple short rods, which is convenient for the staff to carry.
作为本发明的进一步改进,所述支撑部包括顶块以及设置于所述顶块的木方,所述顶块呈凹字形设置,所述木方可拆卸地设置于所述顶块。As a further improvement of the present invention, the support portion includes a top block and a wooden block arranged on the top block, the top block is arranged in a concave shape, and the wooden block is detachably provided on the top block.
通过采用上述的技术方案,增设木方以增大顶块与楼板的接触面积,使得支撑楼板更稳定。By adopting the above-mentioned technical scheme, adding wooden squares increases the contact area between the top block and the floor slab, so that the supporting floor slab is more stable.
作为本发明的进一步改进,所述螺纹套包括第一螺纹套和第二螺纹套,所述第一螺纹套螺纹连接于所述第一短杆的外螺纹,所述第二螺纹套螺纹连接于所述第二短杆的外螺纹,所述第一螺纹套靠近所述第二螺纹套的一端侧壁设置有连接螺纹,所述第二螺纹套靠近所述第一螺纹套的一端内壁设置有螺纹配合于所述连接螺纹的内螺纹。As a further improvement of the present invention, the threaded sleeve includes a first threaded sleeve and a second threaded sleeve, the first threaded sleeve is threadedly connected to the external thread of the first short rod, and the second threaded sleeve is threadedly connected to the external thread of the first short rod The outer thread of the second short rod, the side wall of one end of the first threaded sleeve close to the second threaded sleeve is provided with a connecting thread, and the inner wall of one end of the second threaded sleeve close to the first threaded sleeve is provided with a connecting thread. The thread is fitted with the inner thread of the connecting thread.
通过采用上述的技术方案,第二短杆的插接部插接入第一短杆后,通过第一螺纹套与第二螺纹套螺纹的配合,进而对第一短杆和第二短杆进行固定,方便了第一短杆与第二短杆的连接固定。By adopting the above technical solution, after the insertion portion of the second short rod is inserted into the first short rod, the first short rod and the second short rod are further threaded through the cooperation of the first threaded sleeve and the second threaded sleeve thread. Fixing facilitates the connection and fixation of the first short rod and the second short rod.
作为本发明的进一步改进,所述插口的内壁沿第一短杆的周向间隔设置有球体槽,所述球体槽贯通所述第一短杆的侧壁,所述球体槽内活动设置有卡位球体,所述卡位球体可相对球体槽活动至一侧凸出于所述插口、或活动至凸出于所述第一短杆的侧壁;所述插接部的侧壁周向设置有卡位槽,所述卡位槽卡接配合于所述卡位球体,所述第一螺纹套的连接螺纹螺纹配合于所述第二螺纹套的内螺纹时,所述第一螺纹套的内壁抵触所述卡位球体,所述卡位球体的一侧凸出所述球体槽、且与所述卡位槽卡接配合。As a further improvement of the present invention, the inner wall of the socket is provided with spherical grooves at intervals along the circumferential direction of the first short rod, the spherical groove penetrates the side wall of the first short rod, and a card is movably arranged in the spherical groove The locking ball can be moved relative to the ball groove until one side protrudes from the socket, or can be moved to protrude from the side wall of the first short rod; the side wall of the plug portion is circumferentially arranged There is a locking groove, the locking groove is snap-fitted with the locking sphere, and when the connecting thread of the first threaded sleeve is threaded with the inner thread of the second threaded sleeve, the first threaded sleeve is The inner wall is in contact with the locking sphere, and one side of the locking sphere protrudes from the spherical groove and is engaged with the locking groove.
通过采用上述的技术方案,拼接支撑杆时,将第二短杆的插接部插接入插口,插接部插接入插口的过程中,插接部的侧壁抵触卡位球体,以使卡位球体相对球体槽运动至一侧凸出第一短杆的侧壁,进而对插接部进行让位;当插接部完全插接入插口中,且球体槽与卡位槽对齐时,通过旋动第一螺纹套和第二螺纹套,以使第一螺纹套和第二螺纹套沿相互靠近的方向运动,直至第一螺纹套和第二螺纹套螺纹连接,第一螺纹套与第二螺纹套相互靠近的过程中,第一螺纹套的内壁抵触卡位球体,以使卡位球体相对球体槽运动至一侧凸出于球体槽,且凸出于球体槽的一侧插接入卡位槽中,通过卡位球体与卡位槽的配合对第一短杆和第二短杆进行限位,同时,第一螺纹套的内壁抵触卡位球体,以使卡位球体保持与卡位槽插接配合,实现第一短杆和第二短杆的拼接固定,使得第一短杆和第二短杆的连接更牢固且稳定。By adopting the above technical solution, when splicing the support rods, the plug-in part of the second short rod is inserted into the socket, and during the process of inserting the plug-in part into the socket, the side wall of the plug-in part abuts against the locking sphere, so that the The card position ball moves relative to the ball groove until one side protrudes from the side wall of the first short rod, thereby giving way to the plug-in part; when the plug-in part is completely inserted into the socket and the ball groove is aligned with the card position groove, By rotating the first threaded sleeve and the second threaded sleeve, the first threaded sleeve and the second threaded sleeve move in the direction of approaching each other until the first threaded sleeve and the second threaded sleeve are threadedly connected, and the first threaded sleeve and the second threaded sleeve are threaded. During the process of the two threaded sleeves approaching each other, the inner wall of the first threaded sleeve collides with the locking sphere, so that the locking sphere moves relative to the spherical groove until one side protrudes from the spherical groove, and the side protruding from the spherical groove is inserted into the In the card position slot, the first short rod and the second short rod are limited by the cooperation between the card position ball and the card position groove. The slot is inserted and matched to realize the splicing and fixing of the first short rod and the second short rod, so that the connection of the first short rod and the second short rod is more firm and stable.
作为本发明的进一步改进,所述第一短杆连接于第二短杆的一端设有定位块,所述第二短杆靠近第一短杆的一端开设有供所述定位块插接的定位槽。As a further improvement of the present invention, one end of the first short rod connected to the second short rod is provided with a positioning block, and one end of the second short rod close to the first short rod is provided with a positioning block for insertion of the positioning block groove.
通过采用上述的技术方案,通过定位块与定位槽的配合,进而限制第一短杆与第二短杆的相对转动,以便于工作人员将第一短杆和第二短杆拼接固定。By adopting the above technical solution, the relative rotation of the first short rod and the second short rod is restricted by the cooperation of the positioning block and the positioning groove, so as to facilitate the staff to splicing and fixing the first short rod and the second short rod.
作为本发明的进一步改进,相邻的两根所述支撑杆之间连接有连接杆,所述连接杆的两端分别可拆卸地连接于相邻的两根所述支撑杆。As a further improvement of the present invention, a connecting rod is connected between two adjacent support rods, and both ends of the connecting rod are respectively detachably connected to the two adjacent support rods.
通过采用上述的技术方案,相邻的两根支撑杆之间通过连接杆连接,进而使得其中一根支撑杆受到横向的作用力时,横向的作用力通过连接杆传递至相邻的支撑杆上,进而分散横向的作用力,使得支撑杆的支撑更稳定。By adopting the above technical solution, two adjacent support rods are connected by connecting rods, so that when one of the support rods is subjected to a lateral force, the lateral force is transmitted to the adjacent support rods through the connecting rod , and then disperse the lateral force, making the support of the support rod more stable.
作为本发明的进一步改进,所述连接杆的两端均设置有楔形块,所述支撑杆的侧壁设置有固定块,所述固定块开设有卡接配合于所述楔形块的楔形槽。As a further improvement of the present invention, both ends of the connecting rod are provided with wedge-shaped blocks, the side walls of the support rod are provided with fixed blocks, and the fixed blocks are provided with wedge-shaped grooves that are snap-fitted with the wedge blocks.
通过采用上述的技术方案,连接杆通过楔形块与楔形槽卡接配合,以便于对连接杆进行拆装。By adopting the above technical solution, the connecting rod is snap-fitted with the wedge-shaped groove through the wedge-shaped block, so as to facilitate the disassembly and assembly of the connecting rod.
作为本发明的进一步改进,所述承接部设置有用于夹持固定所述第一螺杆的辅助固定夹,所述辅助固定夹承载于所述承接部上。As a further improvement of the present invention, the receiving portion is provided with an auxiliary fixing clip for clamping and fixing the first screw rod, and the auxiliary fixing clip is carried on the receiving portion.
通过采用上述的技术方案,增设辅助固定夹对第一螺杆进行夹持固定,进一步对第一螺杆进行固定,使得第一螺杆受力振动时不易发生竖向的位移。By adopting the above technical solution, an auxiliary fixing clip is added to clamp and fix the first screw rod, and the first screw rod is further fixed, so that the vertical displacement of the first screw rod is less likely to occur when the first screw rod is subjected to force and vibration.
综上所述,本发明具有以下有益效果:To sum up, the present invention has the following beneficial effects:
1、支撑杆由多根短杆拼接而成,同时通过调节第一螺杆的升降,以适应不同高度的楼层,提高了支撑杆的灵活性,且无需支撑时,可将支撑杆拆卸成多根短杆,进而便于工作人员进行搬运;1. The support rod is composed of multiple short rods. At the same time, by adjusting the lifting and lowering of the first screw to adapt to floors of different heights, the flexibility of the support rod is improved, and when no support is required, the support rod can be disassembled into multiple rods. Short rod, which is convenient for staff to carry;
2、通过卡位球体与卡位槽的配合对第一短杆和第二短杆进行限位,同时,第一螺纹套和第二螺纹套螺纹连接后,第一螺纹套的内壁抵触卡位球体,以使卡位球体保持与卡位槽插接配合,实现第一短杆和第二短杆的拼接固定,使得第一短杆和第二短杆的连接更牢固且稳定。2. The first short rod and the second short rod are limited by the cooperation of the clamping ball and the clamping groove. At the same time, after the first threaded sleeve and the second threaded sleeve are threadedly connected, the inner wall of the first threaded sleeve collides with the clamping position. The sphere is used to keep the catching sphere in the plug-and-socket engagement with the locating groove, so as to realize the splicing and fixing of the first short rod and the second short rod, so that the connection between the first short rod and the second short rod is firmer and more stable.
附图说明Description of drawings
图1是本发明的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present invention;
图2是本发明中支撑杆的结构示意图;Fig. 2 is the structural representation of support rod in the present invention;
图3是本发明中固定座的结构示意图;Fig. 3 is the structural representation of the fixed seat in the present invention;
图4是本发明中支撑杆的俯视图;Fig. 4 is the top view of the support rod in the present invention;
图5是本发明中承接部的结构示意图;Fig. 5 is the structural representation of the receiving part in the present invention;
图6是本发明中套筒与承接块及第一螺母的连接结构示意图;6 is a schematic diagram of the connection structure of the sleeve, the receiving block and the first nut in the present invention;
图7是本发明中辅助固定夹的结构示意图;Fig. 7 is the structural representation of the auxiliary fixing clip in the present invention;
图8是本发明中支撑杆的局部剖视图;8 is a partial cross-sectional view of a support rod in the present invention;
图9是本发明中第一短杆和第二短杆剖开后的爆炸图。FIG. 9 is an exploded view of the first short rod and the second short rod in the present invention after cutting.
图中:1、支撑杆;11、第一短杆;12、第二短杆;111、插口;112、球体槽;113、卡位球体;1121、第一缺口;1122、第二缺口;121、插接部;122、卡位槽;2、固定座;21、底板;22、套管;23、加强围板;3、连接杆;31、楔形块;4、固定块;41、楔形槽;42、弧面;51、套筒;52、承接块;53、第一螺母;54、第一螺杆;55、顶块;56、木方;6、辅助固定夹;61、第一弧形夹;62、第二弧形夹;63、弹性橡胶垫;64、连接块;65、第二螺杆;66、第二螺母;71、第一螺纹套;72、第二螺纹套;73、小连接套;74、大连接套;8、定位块;9、定位槽;10、楼板。In the figure: 1, support rod; 11, the first short rod; 12, the second short rod; 111, the socket; 112, the ball groove; , plug-in part; 122, clamping slot; 2, fixed seat; 21, bottom plate; 22, sleeve; 23, reinforced enclosure; 3, connecting rod; 31, wedge block; 4, fixed block; 41, wedge groove ;42, arc surface; 51, sleeve; 52, receiving block; 53, first nut; 54, first screw rod; 55, top block; 56, wooden square; 6, auxiliary fixing clip; 61, first arc Clamp; 62, second arc clamp; 63, elastic rubber pad; 64, connecting block; 65, second screw; 66, second nut; 71, first threaded sleeve; 72, second threaded sleeve; 73, small Connecting sleeve; 74. Large connecting sleeve; 8. Positioning block; 9. Positioning groove; 10. Floor slab.
具体实施方式Detailed ways
以下结合附图对本发明做进一步详细说明。The present invention will be further described in detail below with reference to the accompanying drawings.
一种楼板加固支撑系统,如图1所示,包括多根竖直设置且中空的支撑杆1,支撑杆1为圆形钢管。如图2所示,支撑杆1的底端连接有固定座2,如图3所示,固定座2包括底板21以及与底板21一体成型的套管22,套管22与底板21可通过压铸成型。套管22竖直设置,套管22的侧壁周向设有四块加强围板23,加强围板23与套管22及底板21通过焊接的方式连接固定。支撑楼板10时,将固定座2通过螺栓固定在地面上,支撑杆1插接在套管22上,套管22与支撑杆1通过螺栓固定,以使支撑杆1固定。A floor slab reinforcement support system, as shown in Figure 1, includes a plurality of vertically arranged and
如图1和图2所示,相邻的两根支撑杆1之间连接有四根截面为圆形的连接杆3,四根连接杆3沿竖杆的长度方向等间距分布。As shown in FIGS. 1 and 2 , four connecting
如图2和图4所示,支撑杆1的侧壁周向固定有固定块4,固定块4通过焊接的方式与支撑杆1连接固定。固定块4的顶面开设有楔形槽41,楔形槽41的槽口自上而下依次减小。连接杆3的端部一体成型有楔形块31,且楔形块31与楔形槽41卡接配合。As shown in FIG. 2 and FIG. 4 , a fixing
固定块4的顶面设有弧面42,当楔形块31与楔形槽41卡接配合时,连接杆3承接在弧面42上,弧面42对连接杆3进行限位,以限制连接杆3的滚动。The top surface of the fixing
如图2和图5所示,支撑杆1的顶部插接有承接部,承接部包括圆形套筒51以及固定在套筒51的两侧的承接块52,套筒51套设于支撑杆1的顶部,套筒51可相对支撑杆1转动,且套筒51的外径略小于支撑杆1的内径;承接块52承接在套筒51的顶端,进而对套筒51起到支撑的作用。As shown in FIG. 2 and FIG. 5 , a receiving portion is inserted into the top of the
如图2和图6所示,套筒51内固定有第一螺母53,第一螺母53螺纹连接有第一螺杆54,第一螺杆54沿支撑杆1的长度方向设置,第一螺杆54的一端位于支撑杆1内,另一端向上伸出于套筒51。第一螺杆54向上伸出于套筒51的一端固定有顶块55,顶块55呈凹字形设置,顶块55的凹陷部放置有用于抵触楼板10的木方56,以增大顶块55与楼板10之间的接触面积,进而使得对楼板10的支撑力更稳定。在实际应用中,木方56呈长条形设置,木方56放置在整行支撑杆1的顶块55上。As shown in FIG. 2 and FIG. 6 , a
支撑楼板10时,通过调节第一螺杆54的突出长度,实现微调节支撑杆1的整体长度,即,在安装支撑杆1的过程中,可调节第一螺杆54的突出长度至支撑杆1的整体长度略小于楼层的高度,使得安装支撑杆1时,支撑杆1的顶部与楼板10之间具有避位空间,支撑杆1固定后,通过转动承接块52带动第一螺母53转动,第一螺母53转动的过程中,木方56对顶块55进行限位,进而限制第一螺杆54的转动,使得第一螺杆54竖向运动,通过转动支撑块以使第一螺杆54向上运动并推动木方56向上运动,直至木方56紧密抵触楼板10,进而实现支撑楼板10。When supporting the
如图5所示,支撑块上设有用于夹持固定第一螺杆54的辅助固定夹6,如图7所示,辅助固定夹6包括第一弧形夹61和第二弧形夹62,第一弧形夹61和第二弧形夹62交叉设置,且第一弧形夹61和第二弧形夹62的交叉处相铰接。第一弧形夹61和第二弧形夹62的弧面42均包覆有弹性橡胶垫63,以增大第一弧形夹61、第二弧形夹62与第一螺杆54之间的摩擦力。第一弧形夹61和第二弧形夹62远离铰接点的一端均一体成型有连接块64,第一弧形夹61上的连接块64固定有第二螺杆65,第二螺杆65水平设置,第二弧形夹62上的连接块64开设有供第二螺杆65穿设的穿孔(图中未标示),第二螺杆65穿过穿孔的一端螺纹连接有第二螺母66,拧紧第二螺母66实现第一弧形夹61和第二弧形夹62紧密夹持第一螺杆54。As shown in FIG. 5 , the support block is provided with an
第一螺杆54受力欲发生转动时,由辅助固定夹6和支撑块的配合限制第一螺杆54竖直向下运动,即当第一螺杆54或支撑块受到转动的力时,螺杆会发生竖向的运动,而辅助固定夹6紧密夹持第一螺杆54,通过支撑块限制辅助固定夹6向下运动,进而限制第一螺杆54向下运动,第一螺杆54在竖直方向的运动受到限制,使得第一螺杆54难以发生转动,进而使得支撑杆1能够保持支撑楼板10。When the
具体的,如图2所示,支撑杆1由三根短杆相互拼接而成,短杆的数量可根据实际的楼层高度进行调整。如图8所示,相邻的两根短杆分别为第一短杆11和第二短杆12,第一短杆11的一端设有插口111,第二短杆12的一端设有与插口111插接配合的插接部121。其中插口111的口径大于第一短杆11的内径且小于第一短杆11的外径,插接部121插接于插口111后,插接部121的侧壁与插口111的内壁相抵触。Specifically, as shown in FIG. 2 , the
如图8和图9所示,插口111的内壁沿第一短杆11的周向间隔开设有球体槽112,球体槽112贯通第一短杆11的侧壁,球体槽112内活动设置有卡位球体113,球体槽112的直径略大于卡位球体113的直径,卡位球体113可相对球体槽112活动。本实施例中,球体槽112贯通插口111的一侧形成有第一缺口1121,球体槽112贯通第一短杆11的侧壁的一侧形成有第二缺口1122,第一缺口1121和第二缺口1122的口径一致,且第一缺口1121和第二缺口1122的口径略小于卡位球体113的直径,以使卡位球体113能够保持在球体槽112内,且卡位球体113可相对球体槽112活动至一侧凸出于第一缺口1121或第二缺口1122,当卡位球体113活动至一侧凸出于第一缺口1121时,卡位球体113朝向第一短杆11外的一侧与第一短杆11的侧壁平齐,当卡位球体113活动至一侧凸出于第二缺口1122时,卡位球体113朝向插口111的一侧与插口111的内壁平齐。As shown in FIG. 8 and FIG. 9 , the inner wall of the
如图8和图9所示,插接部121的侧壁周向开设有与卡位球体113卡接配合的卡位槽122,当插接部121完全插接入插口111中,且球体槽112与卡位槽122对齐时,可驱动球体槽112活动至一侧凸出于第一缺口1121,且凸出于第一缺口1121的一侧与卡位槽122卡接配合。As shown in FIG. 8 and FIG. 9 , the side wall of the plug-in
此外,如图8和图9所示,第一短杆11和第二短杆12的连接处设有用于使两者连接固定的连接组件。连接组件包括分别套设在第一短杆11和第二短杆12的第一螺纹套71和第二螺纹套72,第一短杆11和第二短杆12的侧壁均设有外螺纹,第一螺纹套71螺纹配合于第一短杆11的外螺纹,第二螺纹套72螺纹配合于第二短杆12的外螺纹。In addition, as shown in FIG. 8 and FIG. 9 , the connection between the first
第一螺纹套71靠近第二螺纹套72的一端设有小连接套73,小连接套73的内壁抵触于第一短杆11的侧壁,小连接套73的外壁设有连接螺纹;第二螺纹套72靠近第一螺纹套71的一端固定有大连接套74,大连接套74与第二螺纹套72的内壁之间形成有台阶,且大连接套74的内径大于小连接套73的外径,大连接套74的内壁设有内螺纹配合于连接螺纹的内螺纹。当大螺纹套的内螺纹与小螺纹套的连接螺纹螺纹配合时,小连接套73的内壁抵触卡位球体113,以使卡位球体113抵触相对球体槽112活动至一侧凸出于第一缺口1121,并与卡位槽122卡接配合,同时,小连接套73保持抵触卡位球体113,以使卡位球体113保持与卡位槽122卡接配合,进而使第一短杆11和第二短杆12的连接更稳固。One end of the first threaded
如图8和图9所示,为了使得转动第一螺纹套71和第二螺纹套72的过程中,第一短杆11和第二短杆12不易发生相对转动,因此,在第一短杆11和第二短杆12的连接处设有定位块8与定位槽9,且定位块8与定位槽9插接配合。本实施例中,第一短杆11和第二短杆12上均设有定位块8和定位槽9,即,第一短杆11上设有定位块8和定位槽9,同样,第二短杆12上设有定位块8和定位槽9,且第一短杆11上的定位块8与第二短杆12上的定位槽9插接配合,第二短杆12上的定位块8与第二短杆12上的定位槽9插接配合。As shown in FIGS. 8 and 9 , in order to prevent the first
同时,第一短杆11和第二短杆12的定位块8分别凸出于第一短杆11和第二短杆12的侧壁,第一短杆11的定位块8凸出第一短杆11侧壁的部分用于供小连接套73抵触,第二短杆12的定位块8凸出第二短杆12侧壁的部分用于供台阶抵触,当大连接套74和小连接套73螺纹连接后,小连接套73的端部抵触第一短杆11的定位块8,大连接套74的台阶抵触第二短杆12的定位块8。At the same time, the positioning blocks 8 of the first
总的工作过程:支撑楼板10时,将第二短杆12的插接部121插接入第一短杆11的插口111,插接部121插接入插口111的过程中,插接部121的侧壁抵触卡位球体113,以使卡位球体113相对球体槽112运动至一侧凸出第一短杆11的侧壁,进而对插接部121进行让位;当插接部121完全插接入插口111中,且球体槽112与卡位槽122对齐时,通过旋动第一螺纹套71和第二螺纹套72,以使第一螺纹套71和第二螺纹套72沿相互靠近的方向运动,直至第一螺纹套71和第二螺纹套72螺纹连接,第一螺纹套71与第二螺纹套72相互靠近的过程中,第一螺纹套71的内壁抵触卡位球体113,以使卡位球体113相对球体槽112运动至一侧插接入卡位槽122中,通过卡位球体113与卡位槽122的配合对第一短杆11和第二短杆12进行限位,同时,第一螺纹套71的内壁抵触卡位球体113,以使卡位球体113保持与卡位槽122插接配合,实现第一短杆11和第二短杆12的拼接固定,当短杆拼接形成支撑杆1后,将支撑杆1竖直固定,然后将转动承接部以使第一螺杆54上升,进而使木方56上升至抵触楼板10实现对楼板10的支撑。上述实施例仅仅是对本发明的解释,其并不是对本发明的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本发明的权利要求范围内都受到专利法的保护。The general working process: when supporting the
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Citations (24)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0754899A1 (en) * | 1995-07-19 | 1997-01-22 | FIMCIM S.r.l. | Quick-acting connector with shot-off value |
JP2007321916A (en) * | 2006-06-02 | 2007-12-13 | Nitto Kohki Co Ltd | Joint and socket used for this joint |
CN201162905Y (en) * | 2006-08-02 | 2008-12-10 | 杭州大诚塑胶制品有限公司 | Pipe joint |
KR20100096464A (en) * | 2009-02-24 | 2010-09-02 | (주)성진금속 | Folding support complex |
CN102705617A (en) * | 2012-06-01 | 2012-10-03 | 中国人民解放军后勤工程学院 | Combined dry self-sealing joint for oil equipment |
CN103759087A (en) * | 2013-12-31 | 2014-04-30 | 广西玉柴机器股份有限公司 | Pipe connector |
CN104295836A (en) * | 2014-11-06 | 2015-01-21 | 重庆溯联汽车零部件有限公司 | Quick-change connector being used for automobile pipeline system and having mistake proofing and confirmation functions |
CN205558262U (en) * | 2016-02-05 | 2016-09-07 | 张海文 | Floor concrete form strutting arrangement |
CN106090493A (en) * | 2016-08-15 | 2016-11-09 | 天津市环科检测技术有限公司 | Single closing is towards logical snap joint |
CN106760495A (en) * | 2016-11-10 | 2017-05-31 | 中国三冶集团有限公司 | A kind of floor construction method |
CN206971801U (en) * | 2017-02-16 | 2018-02-06 | 刘星 | A kind of non-reinforced masonry building supporting reinforcing structure |
CN107830290A (en) * | 2017-12-22 | 2018-03-23 | 江西艾克实业有限公司 | A kind of structure for clamping pipe |
CN108204140A (en) * | 2016-12-16 | 2018-06-26 | 中联世纪(天津)科技有限公司 | A kind of novel building ergonomic support device |
CN208401480U (en) * | 2018-07-02 | 2019-01-18 | 江苏瑞能电力设备有限公司 | A kind of casting bus Quick Connect Kit |
ES2700836T3 (en) * | 2014-07-24 | 2019-02-19 | Cbp Guideway Systems Gmbh | Reinforcement arrangement for a construction and method for reinforcing a construction with a reinforcement arrangement of this type |
CN109914304A (en) * | 2019-04-10 | 2019-06-21 | 李娜 | A kind of security protection system of highway construction |
CN109930857A (en) * | 2019-04-23 | 2019-06-25 | 中国人民解放军陆军工程大学 | Combined spiral supporting system for supporting collapsed building structure |
EP3527748A1 (en) * | 2018-02-15 | 2019-08-21 | Gherardi S.R.L. - Attrezzature Edili | Method and apparatus for making telescopic props |
CN209319627U (en) * | 2018-12-31 | 2019-08-30 | 重庆东方丝路技术有限公司 | Tooling is used in a kind of detection of mobile phone |
CN110331868A (en) * | 2019-07-16 | 2019-10-15 | 南通市规划设计院有限公司 | One kind going support cylinder External prestressed ruggedized construction and construction method |
CN209894407U (en) * | 2019-06-03 | 2020-01-03 | 江苏福莱斯伯汽车零件制造有限公司 | Metal differential pressure pipe airtightness test quick joint and airtightness test device |
CN110792863A (en) * | 2019-11-15 | 2020-02-14 | 丹阳市裕桥精密元件有限公司 | Direct-insertion type steel ball self-locking fluid connector |
CN110905229A (en) * | 2019-11-30 | 2020-03-24 | 南宁学院 | Concrete beam reinforcement structure and construction method thereof |
CN111058653A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Combined component supporting tool system and construction method thereof |
-
2020
- 2020-06-02 CN CN202010490421.2A patent/CN111719890B/en active Active
Patent Citations (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0754899A1 (en) * | 1995-07-19 | 1997-01-22 | FIMCIM S.r.l. | Quick-acting connector with shot-off value |
PT754899E (en) * | 1995-07-19 | 2003-03-31 | Fimcim Srl | SPHERICAL VALVE WITH A FAST STEP COUPLING |
JP2007321916A (en) * | 2006-06-02 | 2007-12-13 | Nitto Kohki Co Ltd | Joint and socket used for this joint |
CN201162905Y (en) * | 2006-08-02 | 2008-12-10 | 杭州大诚塑胶制品有限公司 | Pipe joint |
KR20100096464A (en) * | 2009-02-24 | 2010-09-02 | (주)성진금속 | Folding support complex |
CN102705617A (en) * | 2012-06-01 | 2012-10-03 | 中国人民解放军后勤工程学院 | Combined dry self-sealing joint for oil equipment |
CN103759087A (en) * | 2013-12-31 | 2014-04-30 | 广西玉柴机器股份有限公司 | Pipe connector |
ES2700836T3 (en) * | 2014-07-24 | 2019-02-19 | Cbp Guideway Systems Gmbh | Reinforcement arrangement for a construction and method for reinforcing a construction with a reinforcement arrangement of this type |
CN104295836A (en) * | 2014-11-06 | 2015-01-21 | 重庆溯联汽车零部件有限公司 | Quick-change connector being used for automobile pipeline system and having mistake proofing and confirmation functions |
CN205558262U (en) * | 2016-02-05 | 2016-09-07 | 张海文 | Floor concrete form strutting arrangement |
CN106090493A (en) * | 2016-08-15 | 2016-11-09 | 天津市环科检测技术有限公司 | Single closing is towards logical snap joint |
CN106760495A (en) * | 2016-11-10 | 2017-05-31 | 中国三冶集团有限公司 | A kind of floor construction method |
CN108204140A (en) * | 2016-12-16 | 2018-06-26 | 中联世纪(天津)科技有限公司 | A kind of novel building ergonomic support device |
CN206971801U (en) * | 2017-02-16 | 2018-02-06 | 刘星 | A kind of non-reinforced masonry building supporting reinforcing structure |
CN107830290A (en) * | 2017-12-22 | 2018-03-23 | 江西艾克实业有限公司 | A kind of structure for clamping pipe |
EP3527748A1 (en) * | 2018-02-15 | 2019-08-21 | Gherardi S.R.L. - Attrezzature Edili | Method and apparatus for making telescopic props |
CN208401480U (en) * | 2018-07-02 | 2019-01-18 | 江苏瑞能电力设备有限公司 | A kind of casting bus Quick Connect Kit |
CN209319627U (en) * | 2018-12-31 | 2019-08-30 | 重庆东方丝路技术有限公司 | Tooling is used in a kind of detection of mobile phone |
CN109914304A (en) * | 2019-04-10 | 2019-06-21 | 李娜 | A kind of security protection system of highway construction |
CN109930857A (en) * | 2019-04-23 | 2019-06-25 | 中国人民解放军陆军工程大学 | Combined spiral supporting system for supporting collapsed building structure |
CN209894407U (en) * | 2019-06-03 | 2020-01-03 | 江苏福莱斯伯汽车零件制造有限公司 | Metal differential pressure pipe airtightness test quick joint and airtightness test device |
CN110331868A (en) * | 2019-07-16 | 2019-10-15 | 南通市规划设计院有限公司 | One kind going support cylinder External prestressed ruggedized construction and construction method |
CN110792863A (en) * | 2019-11-15 | 2020-02-14 | 丹阳市裕桥精密元件有限公司 | Direct-insertion type steel ball self-locking fluid connector |
CN110905229A (en) * | 2019-11-30 | 2020-03-24 | 南宁学院 | Concrete beam reinforcement structure and construction method thereof |
CN111058653A (en) * | 2019-12-27 | 2020-04-24 | 上海建工集团股份有限公司 | Combined component supporting tool system and construction method thereof |
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