一种悬挑架系统A cantilever system
技术领域technical field
本实用新型属于建筑施工技术领域,具体地说涉及一种悬挑架系统。The utility model belongs to the technical field of building construction, in particular to a cantilever frame system.
背景技术Background technique
建筑工程施工过程中,为了在建筑物外侧搭设脚手架,需要在外墙上设置大量的工字钢作为搭设支撑。但目前以工字钢为主要构件的悬挑架系统存在诸多问题。大部分的工字钢安装在建筑物外墙上时,工字钢穿透外墙,工字钢在室内的部分固定在楼板上,伸出的部分作为脚手架的支撑,这不仅造成建筑物外墙的破坏引发安全隐患,还浪费大量的钢材。工字钢的拆卸很多是破坏性的,无法完整的回收。工字钢一般还会搭配上拉杆使用,上拉杆用于给工字钢提供后上方的拉力,上拉杆若失效后则没有其他的辅助支撑力系,而且上拉杆上端也会对墙体有一个较大的向外拔的分力;由于脚手架的存在,上拉杆会固定在工字钢的一侧,而不是工字钢的正中间,使得该拉力会对工字钢有一个扭力,工字钢受力不平衡,导致整个悬挑架系统不够稳定和可靠。悬挑架系统的防锈方式一般为喷涂油漆,如果油漆脱落就起不到防锈效果,在施工场地无法立即进行防锈处理,存在安全隐患。在安装脚手架时,只有一个工字钢作为支撑点,导致脚手架存在一定的晃动,存在安全隐患。现有的悬挑架系统抗震能力和防雷击能力也很不足。During the construction of the construction project, in order to set up scaffolding on the outside of the building, a large number of I-beams need to be set up on the outer wall as the erection support. However, there are many problems in the cantilever frame system with I-beam as the main component. When most of the I-beam is installed on the exterior wall of the building, the I-beam penetrates the exterior wall, the interior part of the I-beam is fixed on the floor, and the protruding part is used as the support of the scaffolding, which not only causes the exterior of the building to be damaged. The destruction of the wall caused a safety hazard, and a lot of steel was wasted. The dismantling of I-beams is often destructive and cannot be fully recycled. The I-beam is generally used in conjunction with the pull-up rod. The pull-up rod is used to provide the I-beam with rear and upper tension. If the pull-up rod fails, there will be no other auxiliary support force system, and the upper end of the pull-up rod will also have a support for the wall. Larger pull-out component; due to the existence of scaffolding, the upper rod will be fixed on one side of the I-beam, not the middle of the I-beam, so that the pulling force will have a torsion on the I-beam, and the I-beam will have a torsion force. The unbalanced force on the steel makes the entire suspension frame system unstable and reliable. The anti-rust method of the cantilever system is generally spraying paint. If the paint falls off, the anti-rust effect will not be achieved, and the anti-rust treatment cannot be carried out immediately at the construction site, resulting in potential safety hazards. When installing the scaffolding, there is only one I-beam as the support point, which causes the scaffolding to shake to a certain extent and poses a safety hazard. The anti-seismic ability and anti-lightning ability of the existing suspension frame system are also very insufficient.
实用新型内容Utility model content
本实用新型的目的是针对上述不足之处提供一种悬挑架系统,拟解决现有悬挑架系统稳定性和可靠性待提高,安装拆卸不方便,抗震能力和防锈能力不足等问题。为实现上述目的,本实用新型提供如下技术方案:The purpose of this utility model is to provide a cantilever frame system for the above-mentioned shortcomings, which intends to solve the problems such as the stability and reliability of the existing cantilever frame system need to be improved, the installation and disassembly are inconvenient, and the anti-seismic ability and the anti-rust ability are insufficient. To achieve the above object, the utility model provides the following technical solutions:
一种悬挑架系统,包括若干个和楼板1一一对应的悬挑架组件2;所述悬挑架组件2包括工字钢3、上拉杆4、左下支撑杆5、右下支撑杆6、上座7和下座8;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;所述下座8和位于该下座8对应的悬挑架组件2下方的悬挑架组件2的上拉杆4一端连接。由上述结构可知,在多层建筑楼建设过程中,每层楼板1附近均设置悬挑架组件2,沿着建筑楼的一个竖向方向中,从最顶部的楼板1至最底部的楼板1对应的悬挑架组件2从上往下依次排列,构成本悬挑架系统;在多个竖向方向对应设置悬挑架系统,即构成完整的外支撑体系。楼板1毗邻的向上延伸的墙为上侧墙9,楼板1毗邻的向下延伸的墙为下侧墙10;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;工字钢3通过上座7固定在上侧墙9外侧,上座7面积大,固定在上侧墙9上更可靠;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;由于上拉杆4上端是对应上方的悬挑架组件2的下座8,所以上拉杆4对工字钢3的拉力角度更趋于90°,增加上拉杆4拉力的力臂,减少上拉杆4所承受的拉力,使上拉杆4更可靠和稳定。所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的压力,左下支撑杆5为工字钢3提供的向前向右向上的支撑合力,右下支撑杆6为工字钢3提供的向前向左向上的支撑合力,这个合力产生的向上分力足以部分分担工字钢3工作时向下的压力,以及这个合力产生的向前分力可以部分抵消上拉杆4对工字钢3向后的拉力分力,减少工字钢3对上侧墙9的压力;另外,每个上拉杆4都会对上端的下座8产生向外拔出的力,同时每个下座8也会连接在左下支撑杆5和右下支撑杆6的下端,会对下座8产生向下侧墙10压的力,该力会部分抵消上拉杆4对上端的下座8产生向外拔出的力,使下座8受力平衡。左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上,工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的,即使有部分力偏离立板11,也会落到左下支撑杆5和右下支撑杆6之间,左下支撑杆5和右下支撑杆6能够对该偏离产生的力进行分担和抵消,确保悬挑架系统的稳定和可靠。A cantilever frame system, comprising several cantilever frame assemblies 2 corresponding to floor slabs 1 one-to-one; the cantilever frame assembly 2 comprises an I-beam 3, an upper pull rod 4, a left lower support rod 5, and a right lower support rod 6 , the upper seat 7 and the lower seat 8; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the outer side of the upper side wall 9 adjacent to the floor 1; The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the I-beam The steel 3 provides the pulling force of the upper back; the two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are about the I-beam The vertical plate 11 of 3 is symmetrically arranged, and the intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; the lower seat 8 corresponds to the lower seat 8 One end of the upper pull rod 4 of the cantilever frame assembly 2 below the cantilever frame assembly 2 is connected. It can be seen from the above structure that during the construction of the multi-storey building, the cantilever frame assembly 2 is arranged near the floor 1 of each floor, along a vertical direction of the building, from the top floor 1 to the bottom floor 1. Corresponding cantilever frame assemblies 2 are arranged in sequence from top to bottom to form the cantilever frame system; corresponding cantilever frame systems are arranged in multiple vertical directions, that is, a complete external support system is formed. The upwardly extending wall adjacent to the floor 1 is the upper side wall 9, and the downwardly extending wall adjacent to the floor 1 is the lower side wall 10; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the floor. 1 the outer side of the adjacent upper side wall 9; the I-beam 3 is fixed on the outer side of the upper side wall 9 through the upper seat 7, the upper seat 7 has a large area, and it is more reliable to be fixed on the upper side wall 9; the lower seat 8 is fixed adjacent to the floor 1. The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the work The beam 3 provides the rear and upper pulling force; since the upper end of the upper pull rod 4 is the lower seat 8 corresponding to the upper cantilever frame assembly 2, the pulling force angle of the upper pull rod 4 to the I-beam 3 tends to be 90°, and the increase of the upper pull rod 4 The pulling force arm reduces the pulling force borne by the upper pull rod 4 and makes the upper pull rod 4 more reliable and stable. The two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are symmetrically arranged with respect to the vertical plate 11 of the I-beam 3, And the intersection of the extension line of the lower left support rod 5 and the lower right support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; The vertical downward pressure, the resultant supporting force forward, right, and upward provided by the lower left support rod 5 for the I-beam 3, and the resultant supporting force provided by the lower right support rod 6 for the I-beam 3 forward, left, and upward, this resultant force produces The upward component force is enough to partially share the downward pressure of the I-beam 3 when it is working, and the forward component force generated by this combined force can partially offset the backward pulling force component of the upper pull rod 4 on the I-beam 3, reducing the I-beam 3. The pressure on the upper side wall 9; in addition, each upper pull rod 4 will produce a force to pull out the lower seat 8 at the upper end, and each lower seat 8 will also be connected to the lower left support rod 5 and the lower right support rod 6. The lower end of the lower seat 8 will press the lower seat 8 to the side wall 10, which will partially offset the force of the upper pull rod 4 to pull out the lower seat 8 at the upper end, so that the force of the lower seat 8 is balanced. The intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3, and the force that the I-beam 3 bears when working is mainly vertical through the vertical plate 11 of the I-beam 3. In the downward direction, even if a part of the force deviates from the vertical plate 11, it will fall between the lower left support rod 5 and the lower right support rod 6, and the lower left support rod 5 and the lower right support rod 6 can share and balance the force generated by the deviation. offset to ensure the stability and reliability of the suspension frame system.
进一步的,所述悬挑架组件2还包括上直角板12、下直角板13和若干个连接组件14;所述上直角板12的侧板和上座7通过若干个连接组件14夹固住上侧墙9的内外侧;所述下直角板13的侧板和下座8通过若干个连接组件14夹固住下侧墙10的内外侧;所述上直角板12的底板和下直角板13的底板通过若干个连接组件14夹固住楼板1的上下面。由上述结构可知,上直角板12、下直角板13均包括底板和侧板;上座7稳稳固定在上侧墙9上,即使上侧墙9出现损坏,通过上直角板12,可以将上座7的力传递至楼板1上,避免上座7脱落;下座8稳稳固定在下侧墙10上,即使下侧墙10出现损坏,通过下直角板13,可以将下座8的力传递至楼板1上,避免下座8脱落;上座7、下座8、上直角板12、下直角板13和上侧墙9、下侧墙10、楼板1连为一体,任何一个出现破坏,也不影响工字钢3的正常工作,起到多重互相保险作用,使悬挑架系统更加稳定、可靠和安全。Further, the cantilever frame assembly 2 further includes an upper right-angled plate 12 , a lower right-angled plate 13 and a plurality of connecting components 14 ; the side plates and the upper seat 7 of the upper right-angled plate 12 are clamped and fixed by a plurality of connecting components 14 . The inner and outer sides of the side wall 9; the side plates of the lower right-angle plate 13 and the lower seat 8 are clamped to the inner and outer sides of the lower side wall 10 by several connecting components 14; the bottom plate of the upper right-angle plate 12 and the lower right-angle plate 13 The bottom plate of the floor plate 1 is clamped to the upper and lower sides of the floor plate 1 through several connecting components 14 . It can be seen from the above structure that the upper right-angle plate 12 and the lower right-angle plate 13 both include a bottom plate and a side plate; the upper seat 7 is stably fixed on the upper side wall 9, even if the upper side wall 9 is damaged, the upper right-angle plate 12 can be used to remove the upper seat. The force of 7 is transmitted to the floor 1 to prevent the upper seat 7 from falling off; the lower seat 8 is firmly fixed on the lower side wall 10, even if the lower side wall 10 is damaged, the lower right-angle plate 13 can transmit the force of the lower seat 8 to the floor. 1, to prevent the lower seat 8 from falling off; the upper seat 7, the lower seat 8, the upper right-angle plate 12, the lower right-angle plate 13 and the upper side wall 9, the lower side wall 10, and the floor slab 1 are connected as a whole, and any damage will not affect it. The normal work of the I-beam 3 plays multiple mutual insurance functions, making the suspension frame system more stable, reliable and safe.
进一步的,所述连接组件14包括套筒15、螺栓16和螺母17;所述套筒15贯穿且预埋在上侧墙9或下侧墙10或楼板1内,且套筒15焊接在上侧墙9或下侧墙10或楼板1内的钢筋上;所述螺栓16穿在套筒15里,且螺栓16上旋有用于锁紧的螺母17。由上述结构可知,连接上直角板12的侧板和上座7的连接组件14有四个,该连接组件14的套筒15预埋在上侧墙9里,并和上侧墙9里的钢筋焊接,确保套筒不会脱落,套筒15内外端和上侧墙9的内外侧面平齐,上座7接触套筒15外端,上直角板12的侧板接触套筒15内端,螺栓16依次穿过上座7、贯穿套筒15、穿过上直角板12的侧板,然后螺母17旋在螺栓16上压紧上直角板12的侧板,使上直角板12的侧板和上座7夹固住上侧墙9的内外侧。连接下直角板13的侧板和下座8的连接组件14有四个,该连接组件14的套筒15预埋在下侧墙10里,并和下侧墙10里的钢筋焊接,确保套筒不会脱落,套筒15内外端和下侧墙10的内外侧面平齐,下座8接触套筒15外端,下直角板13的侧板接触套筒15内端,螺栓16依次穿过下座8、贯穿套筒15、穿过下直角板13的侧板,然后螺母17旋在螺栓16上压紧下直角板13的侧板,使下直角板13的侧板和下座8夹固住下侧墙10的内外侧。连接上直角板12的底板和下直角板13的底板的连接组件14有四个,该连接组件14的套筒15预埋在楼板1里,并和楼板1里的钢筋焊接,确保套筒不会脱落,套筒15上下端和楼板1的上下面平齐,上直角板12的底板接触套筒15上端,下直角板13的底板接触套筒15下端,螺栓16依次穿过上直角板12的底板、贯穿套筒15、穿过下直角板13的底板,然后螺母17旋在螺栓16上压紧下直角板13的底板,使上直角板12的底板和下直角板13的底板夹固住楼板1的上下面。本连接组件14可拆卸,方便悬挑架组件2整体回收,而且套筒15对墙体破坏小,和钢筋焊接更牢固,另外,悬挑架组件2被雷击后通过套筒15还可以将电导入钢筋里输向大地,具有防雷击的效果。Further, the connection assembly 14 includes a sleeve 15, a bolt 16 and a nut 17; the sleeve 15 penetrates and is embedded in the upper side wall 9 or the lower side wall 10 or the floor 1, and the sleeve 15 is welded on the upper side wall 9 or the lower side wall 10 or the floor 1. On the side wall 9 or the lower side wall 10 or the steel bars in the floor 1; the bolts 16 are passed through the sleeves 15, and the bolts 16 are screwed with nuts 17 for locking. It can be seen from the above structure that there are four connecting assemblies 14 connecting the side plates of the upper right angle plate 12 and the upper seat 7, and the sleeves 15 of the connecting assemblies 14 are pre-buried in the upper side wall 9, and are connected with the steel bars in the upper side wall 9. Weld to ensure that the sleeve does not fall off, the inner and outer ends of the sleeve 15 are flush with the inner and outer sides of the upper side wall 9, the upper seat 7 contacts the outer end of the sleeve 15, the side plate of the upper right-angle plate 12 contacts the inner end of the sleeve 15, and the bolt 16 Pass through the upper seat 7, through the sleeve 15, and through the side plate of the upper right-angle plate 12 in turn, and then screw the nut 17 on the bolt 16 to press the side plate of the upper right-angle plate 12, so that the side plate of the upper right-angle plate 12 and the upper seat 7 Clamp the inner and outer sides of the upper side wall 9. There are four connecting assemblies 14 connecting the side plate of the lower right angle plate 13 and the lower seat 8. The sleeves 15 of the connecting assemblies 14 are pre-buried in the lower side wall 10 and welded with the steel bars in the lower side wall 10 to ensure that the sleeves are The inner and outer ends of the sleeve 15 are flush with the inner and outer sides of the lower side wall 10, the lower seat 8 contacts the outer end of the sleeve 15, the side plate of the lower right-angle plate 13 contacts the inner end of the sleeve 15, and the bolts 16 pass through the lower The seat 8, through the sleeve 15, through the side plate of the lower right angle plate 13, then the nut 17 is screwed on the bolt 16 to press the side plate of the lower right angle plate 13, so that the side plate of the lower right angle plate 13 and the lower seat 8 are clamped Stay on the inside and outside of the lower side wall 10 . There are four connecting components 14 connecting the bottom plate of the upper right-angle plate 12 and the bottom plate of the lower right-angle plate 13. The sleeve 15 of the connecting component 14 is pre-buried in the floor 1 and welded with the steel bars in the floor 1 to ensure that the sleeves are not The upper and lower ends of the sleeve 15 are flush with the upper and lower ends of the floor 1, the bottom plate of the upper right-angle plate 12 contacts the upper end of the sleeve 15, the bottom plate of the lower right-angle plate 13 contacts the lower end of the sleeve 15, and the bolts 16 pass through the upper right-angle plate 12 in turn The bottom plate, through the sleeve 15, through the bottom plate of the lower right angle plate 13, and then the nut 17 is screwed on the bolt 16 to press the bottom plate of the lower right angle plate 13, so that the bottom plate of the upper right angle plate 12 and the bottom plate of the lower right angle plate 13 are clamped Live on the top and bottom of floor 1. The connecting assembly 14 is detachable, which is convenient for the overall recovery of the cantilever frame assembly 2, and the sleeve 15 has less damage to the wall and is more firmly welded to the steel bar. Introduced into the steel bar and sent to the earth, it has the effect of preventing lightning strikes.
进一步的,所述套筒15两端设有圆台部18;所述圆台部18的大端裸露在外。由上述结构可知,圆台部18的大端和墙体表面平齐,这样套筒15更难从墙体内拔出,和墙体完全结合为一体。Further, both ends of the sleeve 15 are provided with a circular truncated portion 18 ; the large end of the circular truncated portion 18 is exposed. It can be seen from the above structure that the large end of the circular truncated portion 18 is flush with the surface of the wall, so that the sleeve 15 is more difficult to pull out from the wall and is completely integrated with the wall.
进一步的,所述楼板1对应的连接组件14的螺栓16内部设有中空部;所述中空部上通过螺纹旋有锌条体19。由上述结构可知,通过在中空部上配有锌条体19,使整个悬挑架组件2不会生锈,当锌条体19耗尽时可以很方便在室内更换,相比喷涂油漆的防锈方式,可以当场进行补救,防锈效果好,更换便利。Further, a hollow portion is provided inside the bolt 16 of the connecting assembly 14 corresponding to the floor plate 1 ; a zinc strip body 19 is screwed on the hollow portion through a thread. It can be seen from the above structure that the hollow part is provided with a zinc strip body 19, so that the entire suspension frame assembly 2 will not rust. When the zinc strip body 19 is exhausted, it can be easily replaced indoors. The rust method can be remedied on the spot, the rust prevention effect is good, and the replacement is convenient.
进一步的,上下相邻的悬挑架组件2的工字钢3之间设有两个支撑钢管20;所述支撑钢管20上端设有上法兰21,下端设有下法兰22;所述下法兰22可拆卸固定在位于下方的工字钢3的顶部板23上;所述上法兰21和位于上方的工字钢3的底部板24存在间隙;所述上法兰21上设有调整组件25;所述调整组件25用于使上法兰21和位于上方的工字钢3的底部板24固定。由上述结构可知,两个支撑钢管20支撑在下方的工字钢3的顶部板23上,一前一后,而且支撑钢管20向下的压力经过工字钢3的立板11;两个支撑钢管20作为支撑,配合其他悬挑架系统的支撑钢管20,再进行手脚架的搭建。支撑钢管20下端的下法兰22和下方的工字钢3的顶部板23固定;支撑钢管20上端的上法兰21,通过调整组件25和位于上方的工字钢3的底部板24固定,这样支撑钢管20上下两端和上下两个工字钢3稳稳固定,使支撑钢管20不会晃动;上法兰21和位于上方的工字钢3的底部板24存在间隙,是为了方便支撑钢管20能够放入上下两个工字钢3之间,然后进行调整组件25的调整固定。Further, two supporting steel pipes 20 are provided between the I-beams 3 of the upper and lower adjacent cantilever frame assemblies 2; the upper end of the supporting steel pipe 20 is provided with an upper flange 21, and the lower end is provided with a lower flange 22; the The lower flange 22 is detachably fixed on the top plate 23 of the I-beam 3 located below; there is a gap between the upper flange 21 and the bottom plate 24 of the I-beam 3 located above; There is an adjustment assembly 25; the adjustment assembly 25 is used to fix the upper flange 21 and the bottom plate 24 of the I-beam 3 located above. It can be seen from the above structure that the two supporting steel pipes 20 are supported on the top plate 23 of the I-beam 3 below, one after the other, and the downward pressure of the supporting steel pipes 20 passes through the vertical plate 11 of the I-beam 3; The steel pipe 20 is used as a support, and the supporting steel pipe 20 of other cantilever frame systems is used to construct the scaffolding. The lower flange 22 of the lower end of the supporting steel pipe 20 and the top plate 23 of the I-beam 3 below are fixed; the upper flange 21 of the upper end of the supporting steel pipe 20 is fixed by the adjustment assembly 25 and the bottom plate 24 of the I-beam 3 located above, In this way, the upper and lower ends of the supporting steel pipe 20 and the upper and lower two I-beams 3 are stably fixed, so that the supporting steel pipe 20 will not shake; there is a gap between the upper flange 21 and the bottom plate 24 of the upper I-beam 3 for the convenience of support The steel pipe 20 can be placed between the upper and lower I-beams 3, and then the adjustment assembly 25 can be adjusted and fixed.
进一步的,所述调整组件25包括若干个螺栓组件26;所述螺栓组件26包括调整螺栓27、第一螺母28、第二螺母37和第三螺母29;所述调整螺栓27从上往下贯穿位于上方的工字钢3的底部板24和上法兰21;所述第一螺母28旋在调整螺栓27上并压在位于上方的工字钢3的底部板24的下表面;所述第二螺母37旋在调整螺栓27上并压在上法兰21的上表面;所述第三螺母29旋在调整螺栓27上并压在上法兰21的下表面。由上述结构可知,调整螺栓27从上往下贯穿位于上方的工字钢3的底部板24和上法兰21,然后先转动第一螺母28,使第一螺母28压在位于上方的工字钢3的底部板24的下表面;然后转动第二螺母37,使第二螺母37压在上法兰21的上表面,此时位于上方的工字钢3相当于可以通过支撑钢管20将力传递给位于下方的工字钢3;然后再转动第三螺母29,使第三螺母29压在上法兰21的下表面。工字钢3之间也通过支撑钢管20进行预防支撑,在本身的工字钢3断裂后能够将力传递给下方的工字钢3,多重支撑保护,确保悬挑架组件2的可靠和安全。Further, the adjustment assembly 25 includes several bolt assemblies 26; the bolt assembly 26 includes an adjustment bolt 27, a first nut 28, a second nut 37 and a third nut 29; the adjustment bolt 27 penetrates from top to bottom The bottom plate 24 and the upper flange 21 of the I-beam 3 located above; the first nut 28 is screwed on the adjusting bolt 27 and pressed on the lower surface of the bottom plate 24 of the I-beam 3 located above; The second nut 37 is screwed on the adjusting bolt 27 and pressed against the upper surface of the upper flange 21 ; the third nut 29 is screwed on the adjusting bolt 27 and pressed against the lower surface of the upper flange 21 . It can be seen from the above structure that the adjusting bolt 27 penetrates the bottom plate 24 and the upper flange 21 of the upper I-beam 3 from top to bottom, and then firstly rotates the first nut 28 so that the first nut 28 is pressed against the upper I-beam. The lower surface of the bottom plate 24 of the steel 3; then turn the second nut 37, so that the second nut 37 is pressed against the upper surface of the upper flange 21, at this time, the I-beam 3 located above is equivalent to supporting the steel pipe 20. It is transmitted to the I-beam 3 located below; then the third nut 29 is rotated so that the third nut 29 is pressed against the lower surface of the upper flange 21 . The supporting steel pipes 20 are also used for preventive support between the I-beams 3. After the I-beam 3 itself is broken, the force can be transmitted to the I-beam 3 below. Multiple support protection ensures the reliability and safety of the suspension frame assembly 2. .
进一步的,所述上拉杆4包括上杆30、下杆31和花兰体32;所述上杆30下端设有下螺纹柱33;所述花兰体32上端设有和下螺纹柱33配合的上螺纹孔;所述下杆31上端设有上螺纹柱34;所述花兰体32下端设有和上螺纹柱34配合的下螺纹孔;所述上杆30上设有向左侧凸出的左弯曲部35;所述下杆31上设有向右侧凸出的右弯曲部36。由上述结构可知,花兰体32可以调节上杆30、下杆31的距离,使上拉杆4充分拉住工字钢3;上杆30上设有向左侧凸出的左弯曲部35,所述下杆31上设有向右侧凸出的右弯曲部36,左弯曲部35和右弯曲部36在发生震动时可以吸收震动能量,提高抗震能力,提高悬挑架组件2的安全性能。Further, the upper pull rod 4 includes an upper rod 30, a lower rod 31 and a turntable body 32; the lower end of the upper rod 30 is provided with a lower threaded post 33; the upper end of the turnbuckle body 32 is provided with a lower threaded post 33 to cooperate the upper threaded hole; the upper end of the lower rod 31 is provided with an upper threaded post 34; the lower end of the turnbuckle body 32 is provided with a lower threaded hole that cooperates with the upper threaded post 34; the upper rod 30 is provided with a left convex The lower rod 31 is provided with a right curved portion 36 protruding to the right. As can be seen from the above structure, the turnbuckle body 32 can adjust the distance between the upper rod 30 and the lower rod 31, so that the upper rod 4 can fully pull the I-beam 3; The lower rod 31 is provided with a right curved portion 36 protruding to the right side, the left curved portion 35 and the right curved portion 36 can absorb vibration energy when vibration occurs, improve the shock resistance, and improve the safety performance of the suspension frame assembly 2 .
进一步的,所述左弯曲部35环绕靠后的支撑钢管20;所述右弯曲部36环绕靠前的支撑钢管20。由上述结构可知,左弯曲部35和右弯曲部36绕开支撑钢管20,可以将上拉杆4施加力在工字钢3正中间,不会有偏向扭力。Further, the left curved portion 35 surrounds the rear supporting steel pipe 20 ; the right curved portion 36 surrounds the front supporting steel pipe 20 . It can be seen from the above structure that the left bending part 35 and the right bending part 36 bypass the supporting steel pipe 20, so that the upper pull rod 4 can be applied to the center of the I-beam 3, and there will be no biased torsion.
进一步的,所述左下支撑杆5、右下支撑杆6均为花兰式可调斜杆。由上述结构可知,花兰式可调斜杆可以调节长度,确保左下支撑杆5、右下支撑杆6在充分支撑工字钢3。Further, the lower left support rod 5 and the lower right support rod 6 are all turntable adjustable inclined rods. It can be seen from the above structure that the length of the turntable adjustable inclined rod can be adjusted to ensure that the lower left support rod 5 and the lower right support rod 6 fully support the I-beam 3 .
本实用新型的有益效果是:The beneficial effects of the present utility model are:
本实用新型公开了一种悬挑架系统,属于建筑施工技术领域,包括若干个悬挑架组件;悬挑架组件的工字钢后端设有上座;上座固定在上侧墙外侧;下座固定在下侧墙外侧;上拉杆两端分别连接工字钢和位于该工字钢对应的悬挑架组件上方的悬挑架组件的下座,用于给工字钢提供后上方的拉力;左下支撑杆和右下支撑杆的两端分别连接工字钢和下座;左下支撑杆和右下支撑杆关于工字钢的立板对称设置,且左下支撑杆和右下支撑杆延长线的交点位于工字钢的立板向上的延长面上。本实用新型的一种悬挑架系统,工字钢固定更稳定可靠,具有多重受力支撑和安全防护,方便安装和拆卸,具有一定抗震能力,具有防锈能力。The utility model discloses a cantilever frame system, belonging to the technical field of building construction, comprising a plurality of cantilever frame assemblies; an I-beam rear end of the cantilever frame assembly is provided with an upper seat; It is fixed on the outer side of the lower side wall; the two ends of the upper tie rod are respectively connected to the I-beam and the lower seat of the cantilever frame assembly located above the corresponding cantilever frame assembly of the I-beam, which is used to provide the I-beam with rear and upper tension; the lower left Both ends of the support rod and the lower right support rod are connected to the I-beam and the lower seat respectively; the lower left support rod and the lower right support rod are symmetrically arranged with respect to the vertical plate of the I-beam, and the intersection point of the extension line of the lower left support rod and the lower right support rod It is located on the upward extension of the vertical plate of the I-beam. The cantilever frame system of the utility model has more stable and reliable fixing of the I-beam, has multiple force supports and safety protection, is convenient for installation and disassembly, has certain shock resistance and rust resistance.
附图说明Description of drawings
图1是本实用新型悬挑架系统整体结构示意图;1 is a schematic diagram of the overall structure of the cantilever frame system of the present invention;
图2是本实用新型悬挑架组件结构示意图;Fig. 2 is the structural schematic diagram of the cantilever frame assembly of the present invention;
图3是本实用新型上座固定在上侧墙结构示意图;Fig. 3 is the structural schematic diagram of the utility model with the upper seat fixed on the upper side wall;
图4是本实用新型上直角板的底板和下直角板的底板夹固住楼板的结构示意图;4 is a schematic structural diagram of the bottom plate of the upper right-angle plate and the bottom plate of the lower right-angle plate clamped to the floor plate of the present invention;
图5是支撑钢管顶部和底部的结构示意图;Figure 5 is a schematic structural diagram of the top and bottom of the supporting steel pipe;
图6是左下支撑杆和右下支撑杆支撑工字钢的结构示意图;Fig. 6 is the structural schematic diagram of the left lower support rod and the right lower support rod supporting the I-beam;
图7是上拉杆结构示意图;Figure 7 is a schematic diagram of the structure of the upper pull rod;
附图中:1-楼板、2-悬挑架组件、3-工字钢、4-上拉杆、5-左下支撑杆、6-右下支撑杆、7-上座、8-下座、9-上侧墙、10-下侧墙、11-立板、12-上直角板、13-下直角板、14-连接组件、15-套筒、16-螺栓、17-螺母、18-圆台部、19-锌条体、20-支撑钢管、21-上法兰、22-下法兰、23-顶部板、24-底部板、25-调整组件、26-螺栓组件、27-调整螺栓、28-第一螺母、29-第三螺母、30-上杆、31-下杆、32-花兰体、33-下螺纹柱、34-上螺纹柱、35-左弯曲部、36-右弯曲部、37-第二螺母。In the attached drawings: 1-floor, 2-cantilever frame assembly, 3-I-beam, 4-up rod, 5-left lower support rod, 6-right lower support rod, 7-upper seat, 8-lower seat, 9- Upper side wall, 10-lower side wall, 11-vertical plate, 12-upper right-angle plate, 13-lower right-angle plate, 14-connection assembly, 15-sleeve, 16-bolt, 17-nut, 18-round table, 19-Zinc bar body, 20-Support steel pipe, 21-Upper flange, 22-Lower flange, 23-Top plate, 24-Bottom plate, 25-Adjusting assembly, 26-Bolt assembly, 27-Adjusting bolt, 28- First nut, 29-third nut, 30-upper rod, 31-lower rod, 32-turned body, 33-lower threaded column, 34-upper threaded column, 35-left bending part, 36-right bending part, 37-Second nut.
具体实施方式Detailed ways
下面结合附图与具体实施方式,对本实用新型进一步详细说明,但是本实用新型不局限于以下实施例。The present utility model will be described in further detail below with reference to the accompanying drawings and specific embodiments, but the present utility model is not limited to the following examples.
实施例一:Example 1:
见附图1~7。一种悬挑架系统,包括若干个和楼板1一一对应的悬挑架组件2;所述悬挑架组件2包括工字钢3、上拉杆4、左下支撑杆5、右下支撑杆6、上座7和下座8;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;所述下座8和位于该下座8对应的悬挑架组件2下方的悬挑架组件2的上拉杆4一端连接。由上述结构可知,在多层建筑楼建设过程中,每层楼板1附近均设置悬挑架组件2,沿着建筑楼的一个竖向方向中,从最顶部的楼板1至最底部的楼板1对应的悬挑架组件2从上往下依次排列,构成本悬挑架系统;在多个竖向方向对应设置悬挑架系统,即构成完整的外支撑体系。楼板1毗邻的向上延伸的墙为上侧墙9,楼板1毗邻的向下延伸的墙为下侧墙10;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;工字钢3通过上座7固定在上侧墙9外侧,上座7面积大,固定在上侧墙9上更可靠;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;由于上拉杆4上端是对应上方的悬挑架组件2的下座8,所以上拉杆4对工字钢3的拉力角度更趋于90°,增加上拉杆4拉力的力臂,减少上拉杆4所承受的拉力,使上拉杆4更可靠和稳定。所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的压力,左下支撑杆5为工字钢3提供的向前向右向上的支撑合力,右下支撑杆6为工字钢3提供的向前向左向上的支撑合力,这个合力产生的向上分力足以部分分担工字钢3工作时向下的压力,以及这个合力产生的向前分力可以部分抵消上拉杆4对工字钢3向后的拉力分力,减少工字钢3对上侧墙9的压力;另外,每个上拉杆4都会对上端的下座8产生向外拔出的力,同时每个下座8也会连接在左下支撑杆5和右下支撑杆6的下端,会对下座8产生向下侧墙10压的力,该力会部分抵消上拉杆4对上端的下座8产生向外拔出的力,使下座8受力平衡。左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上,工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的,即使有部分力偏离立板11,也会落到左下支撑杆5和右下支撑杆6之间,左下支撑杆5和右下支撑杆6能够对该偏离产生的力进行分担和抵消,确保悬挑架系统的稳定和可靠。See attached drawings 1-7. A cantilever frame system, comprising several cantilever frame assemblies 2 corresponding to floor slabs 1 one-to-one; the cantilever frame assembly 2 comprises an I-beam 3, an upper pull rod 4, a left lower support rod 5, and a right lower support rod 6 , the upper seat 7 and the lower seat 8; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the outer side of the upper side wall 9 adjacent to the floor 1; The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the I-beam The steel 3 provides the pulling force of the upper back; the two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are about the I-beam The vertical plate 11 of 3 is symmetrically arranged, and the intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; the lower seat 8 corresponds to the lower seat 8 One end of the upper pull rod 4 of the cantilever frame assembly 2 below the cantilever frame assembly 2 is connected. It can be seen from the above structure that during the construction of the multi-storey building, the cantilever frame assembly 2 is arranged near the floor 1 of each floor, along a vertical direction of the building, from the top floor 1 to the bottom floor 1. Corresponding cantilever frame assemblies 2 are arranged in sequence from top to bottom to form the cantilever frame system; corresponding cantilever frame systems are arranged in multiple vertical directions, that is, a complete external support system is formed. The upwardly extending wall adjacent to the floor 1 is the upper side wall 9, and the downwardly extending wall adjacent to the floor 1 is the lower side wall 10; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the floor. 1 the outer side of the adjacent upper side wall 9; the I-beam 3 is fixed on the outer side of the upper side wall 9 through the upper seat 7, the upper seat 7 has a large area, and it is more reliable to be fixed on the upper side wall 9; the lower seat 8 is fixed adjacent to the floor 1. The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the work The beam 3 provides the rear and upper pulling force; since the upper end of the upper pull rod 4 is the lower seat 8 corresponding to the upper cantilever frame assembly 2, the pulling force angle of the upper pull rod 4 to the I-beam 3 tends to be 90°, and the increase of the upper pull rod 4 The pulling force arm reduces the pulling force borne by the upper pull rod 4 and makes the upper pull rod 4 more reliable and stable. The two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are symmetrically arranged with respect to the vertical plate 11 of the I-beam 3, And the intersection of the extension line of the lower left support rod 5 and the lower right support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; The vertical downward pressure, the resultant supporting force forward, right, and upward provided by the lower left support rod 5 for the I-beam 3, and the resultant supporting force provided by the lower right support rod 6 for the I-beam 3 forward, left, and upward, this resultant force produces The upward component force is enough to partially share the downward pressure of the I-beam 3 when it is working, and the forward component force generated by this combined force can partially offset the backward pulling force component of the upper pull rod 4 on the I-beam 3, reducing the I-beam 3. The pressure on the upper side wall 9; in addition, each upper pull rod 4 will produce a force to pull out the lower seat 8 at the upper end, and each lower seat 8 will also be connected to the lower left support rod 5 and the lower right support rod 6. The lower end of the lower seat 8 will press the lower seat 8 to the side wall 10, which will partially offset the force of the upper pull rod 4 to pull out the lower seat 8 at the upper end, so that the force of the lower seat 8 is balanced. The intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3, and the force that the I-beam 3 bears when working is mainly vertical through the vertical plate 11 of the I-beam 3. In the downward direction, even if a part of the force deviates from the vertical plate 11, it will fall between the lower left support rod 5 and the lower right support rod 6, and the lower left support rod 5 and the lower right support rod 6 can share and balance the force generated by the deviation. offset to ensure the stability and reliability of the suspension frame system.
实施例二:Embodiment 2:
见附图1~7。一种悬挑架系统,包括若干个和楼板1一一对应的悬挑架组件2;所述悬挑架组件2包括工字钢3、上拉杆4、左下支撑杆5、右下支撑杆6、上座7和下座8;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;所述下座8和位于该下座8对应的悬挑架组件2下方的悬挑架组件2的上拉杆4一端连接。由上述结构可知,在多层建筑楼建设过程中,每层楼板1附近均设置悬挑架组件2,沿着建筑楼的一个竖向方向中,从最顶部的楼板1至最底部的楼板1对应的悬挑架组件2从上往下依次排列,构成本悬挑架系统;在多个竖向方向对应设置悬挑架系统,即构成完整的外支撑体系。楼板1毗邻的向上延伸的墙为上侧墙9,楼板1毗邻的向下延伸的墙为下侧墙10;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;工字钢3通过上座7固定在上侧墙9外侧,上座7面积大,固定在上侧墙9上更可靠;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;由于上拉杆4上端是对应上方的悬挑架组件2的下座8,所以上拉杆4对工字钢3的拉力角度更趋于90°,增加上拉杆4拉力的力臂,减少上拉杆4所承受的拉力,使上拉杆4更可靠和稳定。所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的压力,左下支撑杆5为工字钢3提供的向前向右向上的支撑合力,右下支撑杆6为工字钢3提供的向前向左向上的支撑合力,这个合力产生的向上分力足以部分分担工字钢3工作时向下的压力,以及这个合力产生的向前分力可以部分抵消上拉杆4对工字钢3向后的拉力分力,减少工字钢3对上侧墙9的压力;另外,每个上拉杆4都会对上端的下座8产生向外拔出的力,同时每个下座8也会连接在左下支撑杆5和右下支撑杆6的下端,会对下座8产生向下侧墙10压的力,该力会部分抵消上拉杆4对上端的下座8产生向外拔出的力,使下座8受力平衡。左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上,工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的,即使有部分力偏离立板11,也会落到左下支撑杆5和右下支撑杆6之间,左下支撑杆5和右下支撑杆6能够对该偏离产生的力进行分担和抵消,确保悬挑架系统的稳定和可靠。See attached drawings 1-7. A cantilever frame system, comprising several cantilever frame assemblies 2 corresponding to floor slabs 1 one-to-one; the cantilever frame assembly 2 comprises an I-beam 3, an upper pull rod 4, a left lower support rod 5, and a right lower support rod 6 , the upper seat 7 and the lower seat 8; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the outer side of the upper side wall 9 adjacent to the floor 1; The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the I-beam The steel 3 provides the pulling force of the upper back; the two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are about the I-beam The vertical plate 11 of 3 is symmetrically arranged, and the intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; the lower seat 8 corresponds to the lower seat 8 One end of the upper pull rod 4 of the cantilever frame assembly 2 below the cantilever frame assembly 2 is connected. It can be seen from the above structure that during the construction of the multi-storey building, the cantilever frame assembly 2 is arranged near the floor 1 of each floor, along a vertical direction of the building, from the top floor 1 to the bottom floor 1. Corresponding cantilever frame assemblies 2 are arranged in sequence from top to bottom to form the cantilever frame system; corresponding cantilever frame systems are arranged in multiple vertical directions, that is, a complete external support system is formed. The upwardly extending wall adjacent to the floor 1 is the upper side wall 9, and the downwardly extending wall adjacent to the floor 1 is the lower side wall 10; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the floor. 1 the outer side of the adjacent upper side wall 9; the I-beam 3 is fixed on the outer side of the upper side wall 9 through the upper seat 7, the upper seat 7 has a large area, and it is more reliable to be fixed on the upper side wall 9; the lower seat 8 is fixed adjacent to the floor 1. The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the work The beam 3 provides the rear and upper pulling force; since the upper end of the upper pull rod 4 is the lower seat 8 corresponding to the upper cantilever frame assembly 2, the pulling force angle of the upper pull rod 4 to the I-beam 3 tends to be 90°, and the increase of the upper pull rod 4 The pulling force arm reduces the pulling force borne by the upper pull rod 4 and makes the upper pull rod 4 more reliable and stable. The two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are symmetrically arranged with respect to the vertical plate 11 of the I-beam 3, And the intersection of the extension line of the lower left support rod 5 and the lower right support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; The vertical downward pressure, the resultant supporting force forward, right, and upward provided by the lower left support rod 5 for the I-beam 3, and the resultant supporting force provided by the lower right support rod 6 for the I-beam 3 forward, left, and upward, this resultant force produces The upward component force is enough to partially share the downward pressure of the I-beam 3 when it is working, and the forward component force generated by this combined force can partially offset the backward pulling force component of the upper pull rod 4 on the I-beam 3, reducing the I-beam 3. The pressure on the upper side wall 9; in addition, each upper pull rod 4 will produce a force to pull out the lower seat 8 at the upper end, and each lower seat 8 will also be connected to the lower left support rod 5 and the lower right support rod 6. The lower end of the lower seat 8 will press the lower seat 8 to the side wall 10, which will partially offset the force of the upper pull rod 4 to pull out the lower seat 8 at the upper end, so that the force of the lower seat 8 is balanced. The intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3, and the force that the I-beam 3 bears when working is mainly vertical through the vertical plate 11 of the I-beam 3. In the downward direction, even if a part of the force deviates from the vertical plate 11, it will fall between the lower left support rod 5 and the lower right support rod 6, and the lower left support rod 5 and the lower right support rod 6 can share and balance the force generated by the deviation. offset to ensure the stability and reliability of the suspension frame system.
所述悬挑架组件2还包括上直角板12、下直角板13和若干个连接组件14;所述上直角板12的侧板和上座7通过若干个连接组件14夹固住上侧墙9的内外侧;所述下直角板13的侧板和下座8通过若干个连接组件14夹固住下侧墙10的内外侧;所述上直角板12的底板和下直角板13的底板通过若干个连接组件14夹固住楼板1的上下面。由上述结构可知,上直角板12、下直角板13均包括底板和侧板;上座7稳稳固定在上侧墙9上,即使上侧墙9出现损坏,通过上直角板12,可以将上座7的力传递至楼板1上,避免上座7脱落;下座8稳稳固定在下侧墙10上,即使下侧墙10出现损坏,通过下直角板13,可以将下座8的力传递至楼板1上,避免下座8脱落;上座7、下座8、上直角板12、下直角板13和上侧墙9、下侧墙10、楼板1连为一体,任何一个出现破坏,也不影响工字钢3的正常工作,起到多重互相保险作用,使悬挑架系统更加稳定、可靠和安全。The cantilever frame assembly 2 also includes an upper right-angle plate 12, a lower right-angle plate 13 and several connecting components 14; the side plates and the upper seat 7 of the upper right-angle plate 12 are clamped to the upper side wall 9 by several connecting components 14. The inner and outer sides of the lower right-angle plate 13 and the lower seat 8 are clamped to the inner and outer sides of the lower side wall 10 through several connecting assemblies 14; the bottom plate of the upper right-angle plate 12 and the bottom plate of the lower right-angle plate 13 pass through Several connecting assemblies 14 clamp the upper and lower surfaces of the floor slab 1 . It can be seen from the above structure that the upper right-angle plate 12 and the lower right-angle plate 13 both include a bottom plate and a side plate; the upper seat 7 is stably fixed on the upper side wall 9, even if the upper side wall 9 is damaged, the upper right-angle plate 12 can be used to remove the upper seat. The force of 7 is transmitted to the floor 1 to prevent the upper seat 7 from falling off; the lower seat 8 is firmly fixed on the lower side wall 10, even if the lower side wall 10 is damaged, the lower right-angle plate 13 can transmit the force of the lower seat 8 to the floor. 1, to prevent the lower seat 8 from falling off; the upper seat 7, the lower seat 8, the upper right-angle plate 12, the lower right-angle plate 13 and the upper side wall 9, the lower side wall 10, and the floor slab 1 are connected as a whole, and any damage will not affect it. The normal work of the I-beam 3 plays multiple mutual insurance functions, making the suspension frame system more stable, reliable and safe.
实施例三:Embodiment three:
见附图1~7。一种悬挑架系统,包括若干个和楼板1一一对应的悬挑架组件2;所述悬挑架组件2包括工字钢3、上拉杆4、左下支撑杆5、右下支撑杆6、上座7和下座8;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;所述下座8和位于该下座8对应的悬挑架组件2下方的悬挑架组件2的上拉杆4一端连接。由上述结构可知,在多层建筑楼建设过程中,每层楼板1附近均设置悬挑架组件2,沿着建筑楼的一个竖向方向中,从最顶部的楼板1至最底部的楼板1对应的悬挑架组件2从上往下依次排列,构成本悬挑架系统;在多个竖向方向对应设置悬挑架系统,即构成完整的外支撑体系。楼板1毗邻的向上延伸的墙为上侧墙9,楼板1毗邻的向下延伸的墙为下侧墙10;所述工字钢3后端设有上座7;所述上座7固定在和楼板1毗邻的上侧墙9外侧;工字钢3通过上座7固定在上侧墙9外侧,上座7面积大,固定在上侧墙9上更可靠;所述下座8固定在和楼板1毗邻的下侧墙10外侧;所述上拉杆4两端分别连接工字钢3和位于该工字钢3对应的悬挑架组件2上方的悬挑架组件2的下座8,用于给工字钢3提供后上方的拉力;由于上拉杆4上端是对应上方的悬挑架组件2的下座8,所以上拉杆4对工字钢3的拉力角度更趋于90°,增加上拉杆4拉力的力臂,减少上拉杆4所承受的拉力,使上拉杆4更可靠和稳定。所述左下支撑杆5和右下支撑杆6的两端分别连接工字钢3和下座8;所述左下支撑杆5和右下支撑杆6关于工字钢3的立板11对称设置,且左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上;工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的压力,左下支撑杆5为工字钢3提供的向前向右向上的支撑合力,右下支撑杆6为工字钢3提供的向前向左向上的支撑合力,这个合力产生的向上分力足以部分分担工字钢3工作时向下的压力,以及这个合力产生的向前分力可以部分抵消上拉杆4对工字钢3向后的拉力分力,减少工字钢3对上侧墙9的压力;另外,每个上拉杆4都会对上端的下座8产生向外拔出的力,同时每个下座8也会连接在左下支撑杆5和右下支撑杆6的下端,会对下座8产生向下侧墙10压的力,该力会部分抵消上拉杆4对上端的下座8产生向外拔出的力,使下座8受力平衡。左下支撑杆5和右下支撑杆6延长线的交点位于工字钢3的立板11向上的延长面上,工字钢3工作时承受的力主要是经过工字钢3的立板11竖向下的,即使有部分力偏离立板11,也会落到左下支撑杆5和右下支撑杆6之间,左下支撑杆5和右下支撑杆6能够对该偏离产生的力进行分担和抵消,确保悬挑架系统的稳定和可靠。See attached drawings 1-7. A cantilever frame system, comprising several cantilever frame assemblies 2 corresponding to floor slabs 1 one-to-one; the cantilever frame assembly 2 comprises an I-beam 3, an upper pull rod 4, a left lower support rod 5, and a right lower support rod 6 , the upper seat 7 and the lower seat 8; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the outer side of the upper side wall 9 adjacent to the floor 1; The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the I-beam The steel 3 provides the pulling force of the upper back; the two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are about the I-beam The vertical plate 11 of 3 is symmetrically arranged, and the intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; the lower seat 8 corresponds to the lower seat 8 One end of the upper pull rod 4 of the cantilever frame assembly 2 below the cantilever frame assembly 2 is connected. It can be seen from the above structure that during the construction of the multi-storey building, the cantilever frame assembly 2 is arranged near the floor 1 of each floor, along a vertical direction of the building, from the top floor 1 to the bottom floor 1. Corresponding cantilever frame assemblies 2 are arranged in sequence from top to bottom to form the cantilever frame system; corresponding cantilever frame systems are arranged in multiple vertical directions, that is, a complete external support system is formed. The upwardly extending wall adjacent to the floor 1 is the upper side wall 9, and the downwardly extending wall adjacent to the floor 1 is the lower side wall 10; the rear end of the I-beam 3 is provided with an upper seat 7; the upper seat 7 is fixed on the floor. 1 the outer side of the adjacent upper side wall 9; the I-beam 3 is fixed on the outer side of the upper side wall 9 through the upper seat 7, the upper seat 7 has a large area, and it is more reliable to be fixed on the upper side wall 9; the lower seat 8 is fixed adjacent to the floor 1. The outer side of the lower side wall 10; the two ends of the upper tie rod 4 are respectively connected to the I-beam 3 and the lower seat 8 of the cantilever frame assembly 2 located above the cantilever frame assembly 2 corresponding to the I-beam 3, for the work The beam 3 provides the rear and upper pulling force; since the upper end of the upper pull rod 4 is the lower seat 8 corresponding to the upper cantilever frame assembly 2, the pulling force angle of the upper pull rod 4 to the I-beam 3 tends to be 90°, and the increase of the upper pull rod 4 The pulling force arm reduces the pulling force borne by the upper pull rod 4 and makes the upper pull rod 4 more reliable and stable. The two ends of the lower left support rod 5 and the lower right support rod 6 are respectively connected to the I-beam 3 and the lower seat 8; the lower left support rod 5 and the lower right support rod 6 are symmetrically arranged with respect to the vertical plate 11 of the I-beam 3, And the intersection of the extension line of the lower left support rod 5 and the lower right support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3; The vertical downward pressure, the resultant supporting force forward, right, and upward provided by the lower left support rod 5 for the I-beam 3, and the resultant supporting force provided by the lower right support rod 6 for the I-beam 3 forward, left, and upward, this resultant force produces The upward component force is enough to partially share the downward pressure of the I-beam 3 when it is working, and the forward component force generated by this combined force can partially offset the backward pulling force component of the upper pull rod 4 on the I-beam 3, reducing the I-beam 3. The pressure on the upper side wall 9; in addition, each upper pull rod 4 will produce a force to pull out the lower seat 8 at the upper end, and each lower seat 8 will also be connected to the lower left support rod 5 and the lower right support rod 6. The lower end of the lower seat 8 will press the lower seat 8 to the side wall 10, which will partially offset the force of the upper pull rod 4 to pull out the lower seat 8 at the upper end, so that the force of the lower seat 8 is balanced. The intersection of the extension line of the left lower support rod 5 and the right lower support rod 6 is located on the upward extension surface of the vertical plate 11 of the I-beam 3, and the force that the I-beam 3 bears when working is mainly vertical through the vertical plate 11 of the I-beam 3. In the downward direction, even if a part of the force deviates from the vertical plate 11, it will fall between the lower left support rod 5 and the lower right support rod 6, and the lower left support rod 5 and the lower right support rod 6 can share and balance the force generated by the deviation. offset to ensure the stability and reliability of the suspension frame system.
所述悬挑架组件2还包括上直角板12、下直角板13和若干个连接组件14;所述上直角板12的侧板和上座7通过若干个连接组件14夹固住上侧墙9的内外侧;所述下直角板13的侧板和下座8通过若干个连接组件14夹固住下侧墙10的内外侧;所述上直角板12的底板和下直角板13的底板通过若干个连接组件14夹固住楼板1的上下面。由上述结构可知,上直角板12、下直角板13均包括底板和侧板;上座7稳稳固定在上侧墙9上,即使上侧墙9出现损坏,通过上直角板12,可以将上座7的力传递至楼板1上,避免上座7脱落;下座8稳稳固定在下侧墙10上,即使下侧墙10出现损坏,通过下直角板13,可以将下座8的力传递至楼板1上,避免下座8脱落;上座7、下座8、上直角板12、下直角板13和上侧墙9、下侧墙10、楼板1连为一体,任何一个出现破坏,也不影响工字钢3的正常工作,起到多重互相保险作用,使悬挑架系统更加稳定、可靠和安全。The cantilever frame assembly 2 also includes an upper right-angle plate 12, a lower right-angle plate 13 and several connecting components 14; the side plates and the upper seat 7 of the upper right-angle plate 12 are clamped to the upper side wall 9 by several connecting components 14. The inner and outer sides of the lower right-angle plate 13 and the lower seat 8 are clamped to the inner and outer sides of the lower side wall 10 through several connecting assemblies 14; the bottom plate of the upper right-angle plate 12 and the bottom plate of the lower right-angle plate 13 pass through Several connecting assemblies 14 clamp the upper and lower surfaces of the floor slab 1 . It can be seen from the above structure that the upper right-angle plate 12 and the lower right-angle plate 13 both include a bottom plate and a side plate; the upper seat 7 is stably fixed on the upper side wall 9, even if the upper side wall 9 is damaged, the upper right-angle plate 12 can be used to remove the upper seat. The force of 7 is transmitted to the floor 1 to prevent the upper seat 7 from falling off; the lower seat 8 is firmly fixed on the lower side wall 10, even if the lower side wall 10 is damaged, the lower right-angle plate 13 can transmit the force of the lower seat 8 to the floor. 1, to prevent the lower seat 8 from falling off; the upper seat 7, the lower seat 8, the upper right-angle plate 12, the lower right-angle plate 13 and the upper side wall 9, the lower side wall 10, and the floor slab 1 are connected as a whole, and any damage will not affect it. The normal work of the I-beam 3 plays multiple mutual insurance functions, making the suspension frame system more stable, reliable and safe.
所述连接组件14包括套筒15、螺栓16和螺母17;所述套筒15贯穿且预埋在上侧墙9或下侧墙10或楼板1内,且套筒15焊接在上侧墙9或下侧墙10或楼板1内的钢筋上;所述螺栓16穿在套筒15里,且螺栓16上旋有用于锁紧的螺母17。由上述结构可知,连接上直角板12的侧板和上座7的连接组件14有四个,该连接组件14的套筒15预埋在上侧墙9里,并和上侧墙9里的钢筋焊接,确保套筒不会脱落,套筒15内外端和上侧墙9的内外侧面平齐,上座7接触套筒15外端,上直角板12的侧板接触套筒15内端,螺栓16依次穿过上座7、贯穿套筒15、穿过上直角板12的侧板,然后螺母17旋在螺栓16上压紧上直角板12的侧板,使上直角板12的侧板和上座7夹固住上侧墙9的内外侧。连接下直角板13的侧板和下座8的连接组件14有四个,该连接组件14的套筒15预埋在下侧墙10里,并和下侧墙10里的钢筋焊接,确保套筒不会脱落,套筒15内外端和下侧墙10的内外侧面平齐,下座8接触套筒15外端,下直角板13的侧板接触套筒15内端,螺栓16依次穿过下座8、贯穿套筒15、穿过下直角板13的侧板,然后螺母17旋在螺栓16上压紧下直角板13的侧板,使下直角板13的侧板和下座8夹固住下侧墙10的内外侧。连接上直角板12的底板和下直角板13的底板的连接组件14有四个,该连接组件14的套筒15预埋在楼板1里,并和楼板1里的钢筋焊接,确保套筒不会脱落,套筒15上下端和楼板1的上下面平齐,上直角板12的底板接触套筒15上端,下直角板13的底板接触套筒15下端,螺栓16依次穿过上直角板12的底板、贯穿套筒15、穿过下直角板13的底板,然后螺母17旋在螺栓16上压紧下直角板13的底板,使上直角板12的底板和下直角板13的底板夹固住楼板1的上下面。本连接组件14可拆卸,方便悬挑架组件2整体回收,而且套筒15对墙体破坏小,和钢筋焊接更牢固,另外,悬挑架组件2被雷击后通过套筒15还可以将电导入钢筋里输向大地,具有防雷击的效果。The connecting assembly 14 includes a sleeve 15, a bolt 16 and a nut 17; the sleeve 15 penetrates and is embedded in the upper side wall 9 or the lower side wall 10 or the floor 1, and the sleeve 15 is welded to the upper side wall 9 Or on the lower side wall 10 or the steel bars in the floor 1; the bolts 16 are passed through the sleeves 15, and the bolts 16 are screwed with nuts 17 for locking. It can be seen from the above structure that there are four connecting assemblies 14 connecting the side plates of the upper right angle plate 12 and the upper seat 7, and the sleeves 15 of the connecting assemblies 14 are pre-buried in the upper side wall 9, and are connected with the steel bars in the upper side wall 9. Weld to ensure that the sleeve does not fall off, the inner and outer ends of the sleeve 15 are flush with the inner and outer sides of the upper side wall 9, the upper seat 7 contacts the outer end of the sleeve 15, the side plate of the upper right-angle plate 12 contacts the inner end of the sleeve 15, and the bolt 16 Pass through the upper seat 7, through the sleeve 15, and through the side plate of the upper right-angle plate 12 in turn, and then screw the nut 17 on the bolt 16 to press the side plate of the upper right-angle plate 12, so that the side plate of the upper right-angle plate 12 and the upper seat 7 Clamp the inner and outer sides of the upper side wall 9. There are four connecting assemblies 14 connecting the side plate of the lower right angle plate 13 and the lower seat 8. The sleeves 15 of the connecting assemblies 14 are pre-buried in the lower side wall 10 and welded with the steel bars in the lower side wall 10 to ensure that the sleeves are The inner and outer ends of the sleeve 15 are flush with the inner and outer sides of the lower side wall 10, the lower seat 8 contacts the outer end of the sleeve 15, the side plate of the lower right-angle plate 13 contacts the inner end of the sleeve 15, and the bolts 16 pass through the lower The seat 8, through the sleeve 15, through the side plate of the lower right angle plate 13, then the nut 17 is screwed on the bolt 16 to press the side plate of the lower right angle plate 13, so that the side plate of the lower right angle plate 13 and the lower seat 8 are clamped The inner and outer sides of the lower side walls 10 are accommodated. There are four connecting components 14 connecting the bottom plate of the upper right-angle plate 12 and the bottom plate of the lower right-angle plate 13. The sleeve 15 of the connecting component 14 is pre-buried in the floor 1 and welded with the steel bars in the floor 1 to ensure that the sleeves are not The upper and lower ends of the sleeve 15 are flush with the upper and lower ends of the floor 1, the bottom plate of the upper right-angle plate 12 contacts the upper end of the sleeve 15, the bottom plate of the lower right-angle plate 13 contacts the lower end of the sleeve 15, and the bolts 16 pass through the upper right-angle plate 12 in turn The bottom plate, through the sleeve 15, through the bottom plate of the lower right angle plate 13, and then the nut 17 is screwed on the bolt 16 to press the bottom plate of the lower right angle plate 13, so that the bottom plate of the upper right angle plate 12 and the bottom plate of the lower right angle plate 13 are clamped Live on the top and bottom of floor 1. The connecting assembly 14 is detachable, which is convenient for the overall recovery of the cantilever frame assembly 2, and the sleeve 15 has less damage to the wall and is more firmly welded to the steel bar. Introduced into the steel bar and sent to the earth, it has the effect of preventing lightning strikes.
所述套筒15两端设有圆台部18;所述圆台部18的大端裸露在外。由上述结构可知,圆台部18的大端和墙体表面平齐,这样套筒15更难从墙体内拔出,和墙体完全结合为一体。Both ends of the sleeve 15 are provided with a circular truncated portion 18 ; the large end of the circular truncated portion 18 is exposed. It can be seen from the above structure that the large end of the circular truncated portion 18 is flush with the surface of the wall, so that the sleeve 15 is more difficult to pull out from the wall and is completely integrated with the wall.
所述楼板1对应的连接组件14的螺栓16内部设有中空部;所述中空部上通过螺纹旋有锌条体19。由上述结构可知,通过在中空部上配有锌条体19,使整个悬挑架组件2不会生锈,当锌条体19耗尽时可以很方便在室内更换,相比喷涂油漆的防锈方式,可以当场进行补救,防锈效果好,更换便利。A hollow portion is provided inside the bolt 16 of the connecting assembly 14 corresponding to the floor plate 1 ; a zinc strip body 19 is screwed on the hollow portion through a thread. It can be seen from the above structure that the hollow part is provided with a zinc strip body 19, so that the entire suspension frame assembly 2 will not rust. When the zinc strip body 19 is exhausted, it can be easily replaced indoors. The rust method can be remedied on the spot, the rust prevention effect is good, and the replacement is convenient.
上下相邻的悬挑架组件2的工字钢3之间设有两个支撑钢管20;所述支撑钢管20上端设有上法兰21,下端设有下法兰22;所述下法兰22可拆卸固定在位于下方的工字钢3的顶部板23上;所述上法兰21和位于上方的工字钢3的底部板24存在间隙;所述上法兰21上设有调整组件25;所述调整组件25用于使上法兰21和位于上方的工字钢3的底部板24固定。由上述结构可知,两个支撑钢管20支撑在下方的工字钢3的顶部板23上,一前一后,而且支撑钢管20向下的压力经过工字钢3的立板11;两个支撑钢管20作为支撑,配合其他悬挑架系统的支撑钢管20,再进行手脚架的搭建。支撑钢管20下端的下法兰22和下方的工字钢3的顶部板23固定;支撑钢管20上端的上法兰21,通过调整组件25和位于上方的工字钢3的底部板24固定,这样支撑钢管20上下两端和上下两个工字钢3稳稳固定,使支撑钢管20不会晃动;上法兰21和位于上方的工字钢3的底部板24存在间隙,是为了方便支撑钢管20能够放入上下两个工字钢3之间,然后进行调整组件25的调整固定。Two supporting steel pipes 20 are arranged between the I-beams 3 of the upper and lower adjacent suspension frame assemblies 2; the upper end of the supporting steel pipe 20 is provided with an upper flange 21, and the lower end is provided with a lower flange 22; 22 is detachably fixed on the top plate 23 of the I-beam 3 located below; there is a gap between the upper flange 21 and the bottom plate 24 of the I-beam 3 located above; the upper flange 21 is provided with adjustment components 25; The adjustment assembly 25 is used to fix the upper flange 21 and the bottom plate 24 of the I-beam 3 located above. It can be seen from the above structure that the two supporting steel pipes 20 are supported on the top plate 23 of the I-beam 3 below, one after the other, and the downward pressure of the supporting steel pipes 20 passes through the vertical plate 11 of the I-beam 3; The steel pipe 20 is used as a support, and the supporting steel pipe 20 of other cantilever frame systems is used to construct the scaffolding. The lower flange 22 of the lower end of the supporting steel pipe 20 and the top plate 23 of the I-beam 3 below are fixed; the upper flange 21 of the upper end of the supporting steel pipe 20 is fixed by the adjustment assembly 25 and the bottom plate 24 of the I-beam 3 located above, In this way, the upper and lower ends of the supporting steel pipe 20 and the upper and lower two I-beams 3 are stably fixed, so that the supporting steel pipe 20 will not shake; there is a gap between the upper flange 21 and the bottom plate 24 of the upper I-beam 3 for the convenience of support The steel pipe 20 can be placed between the upper and lower I-beams 3, and then the adjustment assembly 25 can be adjusted and fixed.
所述调整组件25包括若干个螺栓组件26;所述螺栓组件26包括调整螺栓27、第一螺母28、第二螺母37和第三螺母29;所述调整螺栓27从上往下贯穿位于上方的工字钢3的底部板24和上法兰21;所述第一螺母28旋在调整螺栓27上并压在位于上方的工字钢3的底部板24的下表面;所述第二螺母37旋在调整螺栓27上并压在上法兰21的上表面;所述第三螺母29旋在调整螺栓27上并压在上法兰21的下表面。由上述结构可知,调整螺栓27从上往下贯穿位于上方的工字钢3的底部板24和上法兰21,然后先转动第一螺母28,使第一螺母28压在位于上方的工字钢3的底部板24的下表面;然后转动第二螺母37,使第二螺母37压在上法兰21的上表面,此时位于上方的工字钢3相当于可以通过支撑钢管20将力传递给位于下方的工字钢3;然后再转动第三螺母29,使第三螺母29压在上法兰21的下表面。工字钢3之间也通过支撑钢管20进行预防支撑,在本身的工字钢3断裂后能够将力传递给下方的工字钢3,多重支撑保护,确保悬挑架组件2的可靠和安全。The adjustment assembly 25 includes several bolt assemblies 26; the bolt assembly 26 includes an adjustment bolt 27, a first nut 28, a second nut 37 and a third nut 29; The bottom plate 24 and the upper flange 21 of the I-beam 3; the first nut 28 is screwed on the adjusting bolt 27 and pressed on the lower surface of the bottom plate 24 of the I-beam 3 located above; the second nut 37 The third nut 29 is screwed on the adjusting bolt 27 and pressed on the upper surface of the upper flange 21 ; the third nut 29 is screwed on the adjusting bolt 27 and pressed on the lower surface of the upper flange 21 . It can be seen from the above structure that the adjusting bolt 27 penetrates the bottom plate 24 and the upper flange 21 of the upper I-beam 3 from top to bottom, and then firstly rotates the first nut 28 so that the first nut 28 is pressed against the upper I-beam. The lower surface of the bottom plate 24 of the steel 3; then turn the second nut 37, so that the second nut 37 is pressed against the upper surface of the upper flange 21, at this time, the I-beam 3 located above is equivalent to supporting the steel pipe 20. It is transmitted to the I-beam 3 located below; then the third nut 29 is rotated so that the third nut 29 is pressed against the lower surface of the upper flange 21 . The supporting steel pipes 20 are also used for preventive support between the I-beams 3. After the I-beam 3 itself is broken, the force can be transmitted to the I-beam 3 below. Multiple support protection ensures the reliability and safety of the suspension frame assembly 2. .
所述上拉杆4包括上杆30、下杆31和花兰体32;所述上杆30下端设有下螺纹柱33;所述花兰体32上端设有和下螺纹柱33配合的上螺纹孔;所述下杆31上端设有上螺纹柱34;所述花兰体32下端设有和上螺纹柱34配合的下螺纹孔;所述上杆30上设有向左侧凸出的左弯曲部35;所述下杆31上设有向右侧凸出的右弯曲部36。由上述结构可知,花兰体32可以调节上杆30、下杆31的距离,使上拉杆4充分拉住工字钢3;上杆30上设有向左侧凸出的左弯曲部35,所述下杆31上设有向右侧凸出的右弯曲部36,左弯曲部35和右弯曲部36在发生震动时可以吸收震动能量,提高抗震能力,提高悬挑架组件2的安全性能。The upper tie rod 4 includes an upper rod 30, a lower rod 31 and a turntable body 32; the lower end of the upper rod 30 is provided with a lower threaded post 33; The upper end of the lower rod 31 is provided with an upper threaded post 34; the lower end of the turnbuckle body 32 is provided with a lower threaded hole that cooperates with the upper threaded post 34; the upper rod 30 is provided with a left protruding left Bending part 35; the lower rod 31 is provided with a right bending part 36 that protrudes to the right. As can be seen from the above structure, the turnbuckle body 32 can adjust the distance between the upper rod 30 and the lower rod 31, so that the upper rod 4 can fully pull the I-beam 3; The lower rod 31 is provided with a right curved portion 36 protruding to the right side, the left curved portion 35 and the right curved portion 36 can absorb vibration energy when vibration occurs, improve the shock resistance, and improve the safety performance of the suspension frame assembly 2 .
所述左弯曲部35环绕靠后的支撑钢管20;所述右弯曲部36环绕靠前的支撑钢管20。由上述结构可知,左弯曲部35和右弯曲部36绕开支撑钢管20,可以将上拉杆4施加力在工字钢3正中间,不会有偏向扭力。The left curved portion 35 surrounds the rear supporting steel pipe 20 ; the right curved portion 36 surrounds the front supporting steel pipe 20 . It can be seen from the above structure that the left bending part 35 and the right bending part 36 bypass the supporting steel pipe 20, so that the upper pull rod 4 can be applied to the center of the I-beam 3, and there will be no biased torsion.
所述左下支撑杆5、右下支撑杆6均为花兰式可调斜杆。由上述结构可知,花兰式可调斜杆可以调节长度,确保左下支撑杆5、右下支撑杆6在充分支撑工字钢3。The lower left support rod 5 and the lower right support rod 6 are all turntable adjustable inclined rods. It can be seen from the above structure that the length of the turntable adjustable inclined rod can be adjusted to ensure that the lower left support rod 5 and the lower right support rod 6 fully support the I-beam 3 .
以上所述仅为本实用新型的优选实施例,并非因此限制本实用新型的专利范围,凡是利用本实用新型说明书及附图内容所作的等效结构或等效流程变换,或直接或间接运用在其他相关的技术领域,均同理包括在本实用新型的专利保护范围内。The above are only the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention. Any equivalent structure or equivalent process transformation made by using the description and accompanying drawings of the present invention, or directly or indirectly used in Other related technical fields are similarly included in the scope of patent protection of the present invention.