CN211824948U - Building model loading device - Google Patents

Building model loading device Download PDF

Info

Publication number
CN211824948U
CN211824948U CN202020206930.3U CN202020206930U CN211824948U CN 211824948 U CN211824948 U CN 211824948U CN 202020206930 U CN202020206930 U CN 202020206930U CN 211824948 U CN211824948 U CN 211824948U
Authority
CN
China
Prior art keywords
pendulum
building model
rotating shaft
sleeve
model
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202020206930.3U
Other languages
Chinese (zh)
Inventor
艾婷
王柏弋
刘洋
张朝鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan University
Original Assignee
Sichuan University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sichuan University filed Critical Sichuan University
Priority to CN202020206930.3U priority Critical patent/CN211824948U/en
Application granted granted Critical
Publication of CN211824948U publication Critical patent/CN211824948U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Instructional Devices (AREA)

Abstract

本实用新型提供了一种建筑模型加载装置,该装置包括高层建筑模拟结构组、飞行器模拟结构组和安装座,所述高层建筑模拟结构组包括底板、多层建筑模型,所述飞行器模拟结构组包括摆锤架、摆锤。本实用新型装置是针对实际生活中超高层建筑可能遭遇飞行器撞击的事件,以及高校建筑结构研究的普适性需要而提出。本实用新型装置可用于实施建筑模型遭遇飞行器撞击的加载测试,特别是用于本科教学,作为高层建筑模型设计时对飞行器撞击的防御性方面的研究用工具。该装置结构简单、方便操作,可充分发挥学生动手能力,同时易于搬运,方便开展实验。

Figure 202020206930

The utility model provides a building model loading device. The device includes a high-rise building simulation structure group, an aircraft simulation structure group and a mounting seat. The high-rise building simulation structure group includes a base plate and a multi-storey building model. The aircraft simulation structure group Including pendulum frame, pendulum. The device of the utility model is proposed for the event that the super high-rise building may encounter the collision of the aircraft in real life, and the universal requirement of the research on the building structure of the university. The device of the utility model can be used for carrying out the loading test of the architectural model encountering the impact of the aircraft, especially for undergraduate teaching, as a research tool for the defense of the aircraft impact in the design of the high-rise building model. The device is simple in structure and convenient to operate, can give full play to students' hands-on ability, and is easy to carry and carry out experiments.

Figure 202020206930

Description

一种建筑模型加载装置A building model loading device

技术领域technical field

本实用新型属于土木工程领域,具体涉及一种实施高层建筑模型遭受飞行器偶然撞击作用的加载装置。The utility model belongs to the field of civil engineering, in particular to a loading device for implementing the accidental impact of an aircraft on a high-rise building model.

背景技术Background technique

随着城市建设规模不断扩大,超高层建筑的数量也不断增多,出现超高层建筑遭遇飞行器撞击事件的概率也相应增加。若因飞行器撞击而导致超高层建筑倒塌,则其后果极其严重,因此设计重要的超高层建筑时,将飞行器撞击的偶然作用以及如何防御考虑在内显得尤为重要。With the continuous expansion of urban construction scale, the number of super high-rise buildings is also increasing, and the probability of super high-rise buildings being hit by aircraft also increases accordingly. If a super high-rise building collapses due to an aircraft impact, the consequences are extremely serious. Therefore, when designing important super high-rise buildings, it is particularly important to take the accidental effect of aircraft impact and how to defend it into consideration.

模型可以看作是真实结构的缩小版,结构模型设计与实际工程设计有着紧密的联系,当建造一种新颖结构,理论分析不是十分完善时,制作一个缩小版的模型并研究其力学性能就显得十分必要。开展结构类模型实验研究对于土建类专业人才培养、学科发展、教学改革均能起到促进作用。关于实施超高层建筑模型遭受飞行器偶然撞击作用的实验装置或相关研究,现有技术还未见报道。The model can be regarded as a reduced version of the real structure. The structural model design is closely related to the actual engineering design. When a novel structure is constructed and the theoretical analysis is not very perfect, it is necessary to make a reduced version of the model and study its mechanical properties. Very necessary. Carrying out experimental research on structural models can promote the cultivation of civil engineering talents, the development of disciplines, and the reform of teaching. There is no report in the prior art on the implementation of an experimental device or related research on the accidental impact of an aircraft on a super high-rise building model.

发明内容SUMMARY OF THE INVENTION

本实用新型的目的在于提供一种建筑模型加载装置,用于实施高层建筑模型遭受飞行器偶然撞击作用,特别是用于本科教学,作为高层建筑模型设计时对飞行器撞击的防御性方面的研究用工具。The purpose of this utility model is to provide a building model loading device, which is used to implement the accidental impact of aircraft on high-rise building models, especially for undergraduate teaching, as a research tool for the defense of aircraft impact during high-rise building model design. .

本实用新型针对实际生活中超高层建筑可能遭遇飞行器撞击的事件,以及高校建筑结构研究的普适性需要,设计出了一套可以实施建筑模型遭遇飞行器撞击的加载测试装置。该装置结构简单、方便操作,可充分发挥学生动手能力,同时易于搬运,方便开展超高层建筑模型加载实验。The utility model designs a set of loading test device which can implement the impact of the building model by the aircraft, aiming at the event that the super high-rise building may encounter the collision of the aircraft in real life and the universal requirement of the research on the building structure of the university. The device has a simple structure and is easy to operate, which can give full play to the students' hands-on ability, and is easy to carry, which is convenient for carrying out the loading experiment of super high-rise building models.

本实用新型提供的实施高层建筑模型遭受飞行器偶然撞击作用的加载装置,包括高层建筑模拟结构组、飞行器模拟结构组和安装座,所述高层建筑模拟结构组包括底板、多层建筑模型,所述飞行器模拟结构组包括摆锤架、摆锤;The loading device for implementing the accidental impact of an aircraft on a high-rise building model provided by the present invention includes a high-rise building simulation structure group, an aircraft simulation structure group and a mounting seat. The high-rise building simulation structure group includes a base plate and a multi-storey building model. The aircraft simulation structure group includes pendulum frame and pendulum;

所述多层建筑模型由四根立柱、屋盖、若干楼层片和底板构成,四根立柱阵列式地固定在底板上,围成方形柱模拟建筑外形,所述屋盖安装在方形柱顶部,若干楼层片沿高程等间距水平安装于方形柱内部空间并固定于立柱上;所述安装座由用于加强底座与地面的固定的压条、用于限制建筑模型在遭受撞击过程中底板发生转动或位移的压重块,和安装板构成;所述压条跨越建筑模型的底板,两端固定在安装板上,将多层建筑模型在安装座上固定。The multi-storey building model consists of four uprights, a roof, a number of floor pieces and a bottom plate. The four uprights are fixed on the bottom plate in an array to form a square column to simulate the shape of the building, and the roof is installed on the top of the square column. A number of floor pieces are installed horizontally in the inner space of the square column at equal intervals along the elevation and fixed on the column; the mounting seat is made of a fixed pressure strip used to strengthen the base and the ground, and is used to limit the rotation of the bottom plate during the impact process of the building model or The displacement weight block is composed of a mounting plate; the pressure strip spans the bottom plate of the building model, and the two ends are fixed on the mounting plate, and the multi-layer building model is fixed on the mounting seat.

进一步地,所述摆锤由摆球和摆索构成,摆球通过摆索悬挂在摆锤框架顶部设置的第一横梁上,与第一横梁间隔一定水平距离设置有第二横梁,所述水平距离为摆索长度,摆锤在摆下前通过吊绳悬挂第二横梁上使整个锤摆保持水平,两根横梁与建筑模型的相对位置满足摆锤下落后摆球施加给建筑模型水平撞击力,也即,摆锤下落摆动的角度为90°。Further, the pendulum is composed of a pendulum ball and a pendulum cable, the pendulum ball is suspended on a first beam provided on the top of the pendulum frame through the pendulum cable, and a second beam is arranged at a certain horizontal distance from the first beam. The distance is the length of the pendulum cable. Before swinging down, the pendulum is suspended from the second beam by the suspension rope to keep the entire pendulum horizontal. The relative positions of the two beams and the building model satisfy the horizontal impact force applied by the pendulum ball to the building model after the pendulum is lowered. , that is, the angle at which the pendulum falls and swings is 90°.

进一步地,所述摆锤配套设置有转轴和套筒,所述第一横梁上间隔一定距离设置有两块竖板,板上对称开设有转轴过孔,转轴两端穿过转轴过孔固定在两竖板之间,所述套管套在转轴上,套管与转轴的大小满足保持套筒与转轴之间的相对滑动和转动,所述摆索固定连接在套筒上。Further, the pendulum is equipped with a rotating shaft and a sleeve, and two vertical plates are arranged at a certain distance on the first beam, and the plates are symmetrically provided with rotating shaft through holes, and both ends of the rotating shaft pass through the rotating shaft through holes to be fixed on the shaft. Between the two vertical plates, the sleeve is sleeved on the rotating shaft, the size of the sleeve and the rotating shaft is sufficient to keep the relative sliding and rotation between the sleeve and the rotating shaft, and the pendulum cable is fixedly connected to the sleeve.

进一步地,所述转轴上,位于套筒两端设置有用于限制套筒在转轴上滑移的限位器。Further, on the rotating shaft, limiters for restricting the sliding of the sleeve on the rotating shaft are provided at both ends of the sleeve.

更进一步地,所述限位器为与转轴直径大小匹配的开口圆环,圆环上设置有高于套筒直径的限位凸起,圆环开口两端设置有对称的锁紧凸缘,圆环套入转轴后通过铁丝或弹簧夹将锁紧凸缘锁扣合拢实现限位器在转轴上的固定,从而限制套筒的滑移。Further, the stopper is an open ring that matches the diameter of the rotating shaft, the ring is provided with a limit protrusion higher than the diameter of the sleeve, and the two ends of the ring opening are provided with symmetrical locking flanges, After the ring is sleeved into the rotating shaft, the locking flanges are closed by iron wires or spring clips to realize the fixation of the stopper on the rotating shaft, thereby restricting the sliding of the sleeve.

优选的,为增加固定的稳定性,可在限位器与套筒之间设置垫片。Preferably, in order to increase the stability of the fixing, a gasket can be arranged between the stopper and the sleeve.

优选的,所述限位器可采用钢丝一体弯制而成。Preferably, the stopper can be integrally formed by bending a steel wire.

进一步地,所述第一横梁上的两块竖板上的转轴过孔为竖向的椭圆形长孔,转轴过孔两侧分别设置一个竖向的椭圆形螺孔,两个螺孔与转轴过孔位于同一直线;两块竖板外侧分别设有两块安装垫板,安装垫板上开设有与竖板上的三个椭圆形孔一一对应的圆形转轴过孔和两个圆形螺孔,所述转轴两端依次穿过竖板和安装垫板上的转轴过孔,通过调整转轴在椭圆形长孔中的上下位置调节转轴的安装高度,然后通过螺钉穿过竖板和安装垫板上的螺孔将安装垫板与竖板固定在一起实现转轴的固定安装。Further, the shaft through holes on the two vertical plates on the first beam are vertical oval long holes, and two vertical oval screw holes are respectively provided on both sides of the shaft through hole, and the two screw holes are connected to the shaft. The via holes are located on the same straight line; two mounting pads are respectively provided on the outside of the two vertical plates, and the mounting pads are provided with circular shaft via holes and two circular shaft through holes corresponding to the three oval holes on the vertical plate one-to-one. Screw holes, the two ends of the rotating shaft pass through the shaft through holes on the vertical plate and the installation pad in turn, adjust the installation height of the rotating shaft by adjusting the upper and lower positions of the rotating shaft in the oval long hole, and then pass the screws through the vertical plate and install The screw holes on the backing plate fix the mounting backing plate and the vertical plate together to realize the fixed installation of the rotating shaft.

进一步地,所述摆锤的摆索为两根钢索,所述摆锤为钢球,摆索两端对称连接在钢球和套筒外壁上。Further, the pendulum cables of the pendulum are two steel cables, the pendulums are steel balls, and the two ends of the pendulum cables are symmetrically connected to the steel balls and the outer wall of the sleeve.

进一步地,所述摆锤架为横杆和竖杆搭建的对称框架结构,所述第一横梁和第二横梁垂直于摆锤的摆动面。Further, the pendulum frame is a symmetrical frame structure constructed by a horizontal bar and a vertical bar, and the first horizontal beam and the second horizontal beam are perpendicular to the swing surface of the pendulum.

进一步地,所述安装座配套设置有地面或桌面保护层,优选为胶合板,用来防止加载倒塌时重物损伤到地面或桌面;胶合板中按照安装座尺寸和摆锤支架的尺寸挖空从而预留出与桌面或地面的直接固定位置,安装座与胶合板间的缝隙用中砂填平。Further, the mounting seat is provided with a ground or desktop protective layer, preferably plywood, to prevent heavy objects from being damaged to the ground or desktop when loading collapses; the plywood is hollowed out according to the size of the mounting seat and the size of the pendulum bracket to pre- Leave a direct fixing position with the desktop or the ground, and fill the gap between the mounting base and the plywood with medium sand.

进一步地,所述压重块放置在安装板上,并与建筑模型遭遇撞击后倾倒一侧的相对侧。Further, the weight block is placed on the mounting plate, and is on the opposite side of the side of the building model that falls over after encountering an impact.

进一步地,所述建筑模型配套设置有若干配重块,用以施加活载荷。Further, the building model is provided with a number of counterweight blocks for applying live loads.

进一步地,所述摆锤框架柱脚固定在地面或桌面上,或通过堆放砂袋防止支架在摆锤摆动过程中发生位移。Further, the column feet of the pendulum frame are fixed on the ground or the table top, or sand bags are stacked to prevent the bracket from being displaced during the swinging process of the pendulum.

在本实用新型的上述技术方案中,所述摆锤架可使用钢管或钢板焊接制作,所述建筑模型,安装座、压条等可采用钢材制作,压重块和配重块选用铁块。所述摆锤配套根据重量大小设置多个,以便可以更换摆锤,施加不同级别的水平撞击作用。如可设置直径分别为63mm、80mm、90mm和100mm的4个钢球,所述摆索可选用两根直径6mm的钢筋。In the above technical solution of the present utility model, the pendulum frame can be made by welding steel pipes or steel plates, the building model, the mounting seat, the bead, etc. can be made of steel, and the weight block and the counterweight block are selected from iron blocks. The pendulum is provided with multiple sets according to the weight, so that the pendulum can be replaced to exert different levels of horizontal impact. For example, four steel balls with diameters of 63mm, 80mm, 90mm and 100mm can be set, and two steel bars with a diameter of 6mm can be selected for the pendulum cable.

在本实用新型的上述技术方案中,高层建筑模型的结构并不唯一,可以根据需要考察的模型结构形式进行改变,制作出所需考察的多层建筑模型,安装于本实用新型所述加载装置中进行遭受飞行器偶然撞击作用的测试。也可以同时制作多种不同结构形式的模型,在测试过程中,可通过更换不同的待测多层建筑模型,考察不同模型结构抵御飞行器偶然撞击作用的能力,从而选择合理的结构,用以指导实际高层建筑模型的设计。In the above technical solution of the present invention, the structure of the high-rise building model is not unique, and can be changed according to the model structure to be investigated to make the multi-storey building model to be investigated and installed on the loading device of the present invention. Tests subject to accidental impact from aircraft. It is also possible to make a variety of models with different structural forms at the same time. During the test process, by replacing different multi-storey building models to be tested, the ability of different model structures to resist the accidental impact of aircraft can be examined, so as to choose a reasonable structure to guide Design of actual high-rise building models.

本实用新型具有以下有益效果:The utility model has the following beneficial effects:

1、本实用新型提供了一种模拟高层建筑模型遭受飞行器偶然撞击作用的加载装置,用以实施超高层框架结构模型受到飞行器的偶然撞击作用,作为超高层建筑设计中遭受飞行器撞击后的力学方面的研究工具,也可以作为教学研究辅助器材使用。本实用新型装置可用于大学土木类结构设计课程的教学和实验装置,可以利用该装置丰富该类课程课堂实践环节。在教学过程中,可以组织学生对超高层建筑模型进行自主设计并动手制作模型,然后考察所制作的模型抵御飞行器偶然撞击作用的能力,从而指导学生设计和帮助实践。1. The present utility model provides a loading device for simulating the accidental impact of an aircraft on a high-rise building model, which is used to implement the accidental impact of an aircraft on a super-high-rise frame structure model as a mechanical aspect in the design of a super-high-rise building after being hit by an aircraft. It can also be used as a teaching and research aid. The device of the utility model can be used for the teaching and experimental device of the civil structure design course of the university, and the device can be used to enrich the classroom practice links of the course. In the teaching process, students can be organized to independently design and make models of super high-rise building models, and then examine the ability of the made models to resist accidental collisions of aircraft, so as to guide students to design and help practice.

2、本实用新型所述装置作为高层建筑模型设计研究中遭受飞行器撞击方面研究的教学用具,模型安装到实施荷载,可实现全程手动操作,可以极大地增强学生的动手能力及实践课堂的趣味性。比如,通过几根压条和螺栓来固定模型底板,通过手动加铁块的方式施加竖向活荷载,通过剪断吊绳使得摆锤自由下落撞击模型来模拟飞行器的偶然撞击作用。2. The device of the present utility model is used as a teaching tool for research on the impact of aircraft in the design and research of high-rise building models. From the installation of the model to the implementation of the load, manual operation can be realized throughout the whole process, which can greatly enhance the students' hands-on ability and the interest of practical classrooms. . For example, the base plate of the model is fixed by several strips and bolts, the vertical live load is applied by adding iron blocks manually, and the pendulum is free to fall by cutting the suspending rope to hit the model to simulate the accidental impact of the aircraft.

3、本实用新型装置采用框架形式,在操作过程中为四面全开放状态,方便于观众全程观摩。3. The device of the present utility model adopts a frame form, which is in a state of being fully open on all sides during the operation process, which is convenient for the audience to observe the whole process.

附图说明Description of drawings

图1为为加载装置正面示意图;Fig. 1 is the front schematic view of loading device;

图2为加载装置侧面示意图。Figure 2 is a schematic side view of the loading device.

图3为竖板和安装垫板示意图。Figure 3 is a schematic diagram of the vertical plate and the mounting pad.

图4为限位器结构示意图(a)和在转轴上的安装示意图。FIG. 4 is a schematic view of the structure of the limiter (a) and a schematic view of the installation on the rotating shaft.

图5为建筑模型的底板子啊安装座上的安装示意图以及压重块位置示意图。FIG. 5 is a schematic diagram of the installation on the base plate and the mounting seat of the building model and the schematic diagram of the position of the weight block.

图6为为加载装置加载示意图。FIG. 6 is a schematic diagram of loading the loading device.

图中,1-底板,2-建筑模型,3-摆锤架,3-1-第一横梁,3-2-第二横梁,3-3竖板,3-4-安装垫板,4-摆锤,4-1-转轴,4-2套筒,5-限位器,5-1-垫片,6-压条,7-压重块,8-安装座,9-配重铁块,10-吊绳。In the figure, 1-base plate, 2-building model, 3-pendulum frame, 3-1-first beam, 3-2-second beam, 3-3 vertical plate, 3-4-installation backing plate, 4- Pendulum, 4-1-shaft, 4-2 sleeve, 5-stopper, 5-1-washer, 6-pressure bar, 7-weight block, 8-mounting seat, 9-weight iron block, 10 - Sling.

具体实施方式Detailed ways

下面通过具体实施例对本实用新型所述加载装置作进一步说明。有必要指出,以下实施例只用于对本实用新型作进一步说明,不能理解为对本实用新型保护范围的限制,所属领域技术人员根据上述发明内容,对本实用新型做出一些非本质的改进和调整进行具体实施,仍属于发明保护的范围。The loading device of the present utility model will be further described below through specific embodiments. It is necessary to point out that the following examples are only used to further illustrate the present utility model, and should not be construed as a limitation on the protection scope of the present utility model. Those skilled in the art make some non-essential improvements and adjustments to the present utility model according to the above-mentioned contents of the invention. The specific implementation still falls within the scope of invention protection.

实施例1Example 1

本实施例所述实施高层建筑模型遭受飞行器偶然撞击作用的加载装置,结构由高层建筑模拟结构组、飞行器模拟结构组和安装座组成,所述高层建筑模拟结构组包括底板1、多层建筑模型2,所述飞行器模拟结构组包括摆锤架3、摆锤4、限位器5;In this embodiment, a loading device for a high-rise building model subjected to accidental impact by an aircraft is implemented. The structure is composed of a high-rise building simulation structure group, an aircraft simulation structure group and a mounting seat. The high-rise building simulation structure group includes a base plate 1, a multi-storey building model 2. The aircraft simulation structure group includes a pendulum frame 3, a pendulum 4, and a limiter 5;

所述多层建筑模型由四根立柱、屋盖、若干楼层片和底板构成,四根立柱阵列式地固定在底板上,围成方形柱模拟建筑外形,所述屋盖安装在方形柱顶部,若干楼层片沿高程等间距水平安装于方形柱内部空间并固定于立柱上;所述安装座由用于加强底座与地面的固定的压条6、用于限制建筑模型在遭受撞击过程中底板发生转动或位移的压重块7和安装座8构成;所述压条为三根,平行跨越和覆盖住建筑模型的底板,两端固定在安装板上,从而将多层建筑模型在安装座上固定。所述压重块放置在安装板上,并与建筑模型遭遇撞击后倾倒一侧的相对侧。The multi-storey building model consists of four uprights, a roof, a number of floor pieces and a bottom plate. The four uprights are fixed on the bottom plate in an array to form a square column to simulate the shape of the building, and the roof is installed on the top of the square column. Several floor pieces are installed horizontally in the inner space of the square column at equal intervals along the elevation and fixed on the column; the mounting seat is made of a fixed pressure strip 6 used to strengthen the base and the ground, and is used to limit the rotation of the bottom plate during the impact of the building model. Or the displacement weight block 7 and the mounting seat 8 are composed; the said bead is three, spanning and covering the bottom plate of the building model in parallel, and both ends are fixed on the mounting plate, so as to fix the multi-storey building model on the mounting seat. The weights are placed on the mounting plate on the opposite side to the side where the building model falls upon impact.

所述摆锤由摆球和摆索构成,所述摆索为刚性的钢索,摆球为钢球,摆球通过摆索悬挂在第一横梁上3-1,与第一横梁间隔一定水平距离设置有第二横梁3-2,所述水平距离为摆索长度,摆锤在摆下前通过吊绳悬挂第二横梁上使整个锤摆保持水平,两根横梁与建筑模型的相对位置满足摆锤下落后摆球施加给建筑模型水平撞击力,也即,摆锤下落摆动的角度为90°。所述摆锤配套设置有转轴4-1和套筒4-2,所述第一横梁上间隔一定距离设置有两块竖板3-3,两块竖板上的设置有竖向的椭圆形长孔形式的转轴过孔,转轴过孔两侧分别设置一个竖向的椭圆形螺孔,两个螺孔与转轴过孔位于同一直线;两块竖板外侧分别设有两块安装垫板3-4,安装垫板上开设有与竖板上的三个椭圆形孔一一对应的圆形转轴过孔和两个圆形螺孔,所述转轴两端依次穿过竖板和安装垫板上的转轴过孔,通过调整转轴在椭圆形长孔中的上下位置调节转轴的安装高度,然后通过螺钉穿过竖板和安装垫板上的螺孔将安装垫板与竖板固定在一起实现转轴的固定安装。所述套管套在转轴上,套筒与转轴的大小满足保持套筒与转轴之间的相对滑动和转动。所述摆索为两根,上端分别沿套筒轴向焊接在套筒上,下端分别与摆球焊接,两根摆索对称设置。且套筒的长度小于转轴的长度,从而可以在转轴上水平移动套筒,改变摆锤的与多层建筑模型的相对位置,从而改变撞击位置。转轴上位于套筒两端设置有用于限制套筒在转轴上的位置的限位器5。所述限位器为与转轴直径大小匹配的采用钢丝一体弯制成而成的开口圆环,圆环上一体弯制有高于套筒直径的限位凸起,圆环开口两端设置有对称的锁紧凸缘,圆环套入转轴后通过铁丝或弹簧夹将锁紧凸缘锁扣合拢实现限位器在转轴上的固定,从而限制套筒的滑移。为增加固定的稳定性,可在限位器与套筒之间设置垫片5-1。The pendulum is composed of a pendulum ball and a pendulum cable, the pendulum cable is a rigid steel cable, the pendulum ball is a steel ball, and the pendulum ball is suspended on the first beam through the pendulum cable 3-1, and is spaced at a certain level from the first beam. A second beam 3-2 is provided at a distance, and the horizontal distance is the length of the pendulum cable. The pendulum is suspended on the second beam by a suspending rope before swinging down to keep the entire pendulum horizontal. The relative positions of the two beams and the building model satisfy After the pendulum falls, the pendulum ball exerts a horizontal impact force on the building model, that is, the angle of the pendulum falling and swinging is 90°. The pendulum is provided with a rotating shaft 4-1 and a sleeve 4-2, and two vertical plates 3-3 are arranged on the first beam at a certain distance, and vertical elliptical plates are arranged on the two vertical plates. A shaft through hole in the form of a long hole, a vertical oval screw hole is respectively set on both sides of the shaft through hole, and the two screw holes and the shaft through hole are located on the same line; two mounting pads are respectively provided on the outside of the two vertical plates 3 -4, the installation pad is provided with a circular shaft through hole and two circular screw holes corresponding to the three oval holes on the vertical plate, and the two ends of the shaft pass through the vertical plate and the installation pad in turn The installation height of the shaft is adjusted by adjusting the upper and lower positions of the shaft in the oval long hole, and then the installation pad and the vertical plate are fixed together by screws through the vertical plate and the screw holes on the installation pad. Fixed installation of the shaft. The sleeve is sleeved on the rotating shaft, and the size of the sleeve and the rotating shaft is sufficient to keep the relative sliding and rotation between the sleeve and the rotating shaft. There are two pendulum cables, the upper ends are respectively welded on the sleeve along the axial direction of the sleeve, and the lower ends are respectively welded with the pendulum ball, and the two pendulum cables are symmetrically arranged. And the length of the sleeve is smaller than the length of the rotating shaft, so that the sleeve can be moved horizontally on the rotating shaft, and the relative position of the pendulum and the multi-storey building model can be changed, thereby changing the impact position. Limiters 5 are provided on the rotating shaft at both ends of the sleeve for limiting the position of the sleeve on the rotating shaft. The limiter is an open ring formed by integrally bending a steel wire that matches the diameter of the rotating shaft. The ring is integrally bent with a limit protrusion that is higher than the diameter of the sleeve, and both ends of the ring opening are provided with Symmetrical locking flange, after the ring is inserted into the rotating shaft, the locking flange is closed by iron wire or spring clip to fix the stopper on the rotating shaft, thereby limiting the sliding of the sleeve. In order to increase the stability of fixing, a gasket 5-1 can be arranged between the stopper and the sleeve.

所述摆锤架为横杆和竖杆搭建的对称框架结构,所述第一横梁和第二横梁垂直于摆锤的摆动面。摆锤框架柱脚固定在地面或桌面上,或通过堆放砂袋防止支架发在摆锤摆动过程中发生位移。摆锤架使用钢管或钢板焊接制作,由4根柱子、底部2根横梁、顶面5根横梁组成,柱子和梁为薄壁方钢管。各连接节点采用构造焊缝满焊连接,放置于地面时其外形为方形;第一横梁距离两端处焊接竖向钢板。The pendulum frame is a symmetrical frame structure constructed of horizontal bars and vertical bars, and the first horizontal beam and the second horizontal beam are perpendicular to the swing surface of the pendulum. The column feet of the pendulum frame are fixed on the ground or desktop, or sand bags are stacked to prevent the bracket from being displaced during the swing of the pendulum. The pendulum frame is made by welding steel pipes or steel plates. It consists of 4 columns, 2 beams at the bottom, and 5 beams at the top. The columns and beams are thin-walled square steel pipes. Each connection node is connected by full welding of structural welds, and its shape is square when placed on the ground; vertical steel plates are welded at the distance between the two ends of the first beam.

所述安装座配套设置有地面或桌面保护层,优选为胶合板,用来防止加载倒塌时重物损伤到地面或桌面;胶合板中部按照安装座尺寸挖空,使得安装座能够放置其中,安装座与胶合板间的缝隙用中砂填平。The mounting base is provided with a ground or desktop protective layer, preferably plywood, to prevent heavy objects from being damaged on the ground or desktop when loading and collapsing; Fill the gaps between the plywood with medium sand.

所述建筑模型配套设置有若干配重块,用以施加活载荷。The building model is matched with a number of counterweight blocks for applying live loads.

本实施例中,所述建筑模型,安装座(钢板)、压条等可采用钢材制作,压重块和配重块选用铁块。所述摆锤配套根据重量大小设置多个,以便可以更换摆锤,施加不同级别的水平撞击作用,具体设置直径分别为63mm、80mm、90mm和100mm的4个钢球,所述摆索为两根直径6mm的钢筋。In this embodiment, the building model, the mounting seat (steel plate), the bead, etc. can be made of steel, and the weight block and the counterweight block are selected from iron blocks. The pendulum is provided with multiple sets according to the weight, so that the pendulum can be replaced, and different levels of horizontal impact can be applied. Specifically, four steel balls with diameters of 63mm, 80mm, 90mm and 100mm are set. The pendulum cable is two. A steel bar with a diameter of 6mm.

在本科教学中,采用本实施例所述装置进行模拟高层建筑模型遭受飞行器偶然撞击作用的加载测试方法如下:In undergraduate teaching, the loading test method for simulating the accidental impact of the aircraft on the high-rise building model using the device described in this embodiment is as follows:

(1)模型安装。取下摆锤框架上的转轴,根据水平加载需要选择一定级别的钢球摆锤,将摆锤套筒套在转轴上,再将转轴安装回摆锤架上,使摆锤处于自然悬垂状态。将建筑模型置于安装钢板上,根据加载需要选择水平加载被撞点,调整模型和摆锤位置,使模型水平加载被撞点与钢球无位移接触。将钢球准心对准模型节点中心位置。通过拧紧螺栓固定模型底板压条,使模型在水平加载时,模型底板与安装座钢板间不产生水平和转角滑动,并安装摆锤及转轴限位器,限位器只能限制摆锤水平滑动,不会限制其转动。安装完毕后用吊绳将摆锤悬挂在第二横梁上。(1) Model installation. Remove the rotating shaft on the pendulum frame, select a certain level of steel ball pendulum according to the horizontal loading requirements, put the pendulum sleeve on the rotating shaft, and then install the rotating shaft back on the pendulum frame, so that the pendulum is in a natural hanging state. Place the building model on the installation steel plate, select the impacted point of horizontal loading according to the loading requirements, and adjust the position of the model and the pendulum, so that the impacted point of the model horizontally loaded is in contact with the steel ball without displacement. Align the steel ball with the center of the model node. By tightening the bolts to fix the model bottom plate, so that when the model is loaded horizontally, there will be no horizontal and angular sliding between the model bottom plate and the steel plate of the mounting seat, and install the pendulum and the shaft limiter, the limiter can only limit the horizontal sliding of the pendulum, will not restrict its rotation. After installation, hang the pendulum on the second beam with a sling.

(2)在建筑模模型上通过配重块施加竖向加载,竖向加载的配重铁块相当于活荷载,加载部位如图1所示。(2) Apply vertical loading through the counterweight block on the building mold model. The vertically loaded counterweight iron block is equivalent to the live load, and the loading position is shown in Figure 1.

(3)施加水平撞击作用。通过剪断吊绳使得摆锤自由下摆来撞击模型,从而模拟偶然撞击作用。(3) Apply horizontal impact. Accidental impact is simulated by cutting the sling so that the pendulum swings freely to hit the model.

试验结果有利于对高层建筑模型结构进行合理选型,有利于提高学生的动手能力和创新思维能力。比如,学生在试验中能够直接观测到模型是否倒塌、节点是否损坏等现象,根据模型的受损程度定性判定模型抵御撞击的能力,同时根据模型破坏模式及破坏区域对模型设计加以改进。如果要定量判定模型抵御撞击的能力,通常综合考虑模型质量、竖向加载铁块数、水平撞击使用的钢球级别自行设计公式来加以计算,并在不同的结构之间加以比较。The test results are conducive to the rational selection of high-rise building model structures, and are conducive to improving students' practical ability and innovative thinking ability. For example, students can directly observe whether the model is collapsed and whether the nodes are damaged in the experiment, qualitatively determine the ability of the model to resist impact according to the damage degree of the model, and improve the model design according to the damage mode and damage area of the model. If you want to quantitatively determine the ability of the model to resist impact, it is usually calculated by comprehensively considering the mass of the model, the number of iron blocks loaded vertically, and the level of steel balls used for horizontal impact to calculate and compare between different structures.

Claims (10)

1.一种建筑模型加载装置,其特征在于,包括高层建筑模拟结构组、飞行器模拟结构组和安装座,所述高层建筑模拟结构组包括底板(1)、多层建筑模型(2),所述飞行器模拟结构组包括摆锤框架(3)、摆锤(4);1. A building model loading device, characterized in that it comprises a high-rise building simulation structure group, an aircraft simulation structure group and a mounting seat, and the high-rise building simulation structure group comprises a base plate (1), a multi-storey building model (2), and the The aircraft simulation structure group includes a pendulum frame (3) and a pendulum (4); 所述多层建筑模型由四根立柱、屋盖、若干楼层片和底板构成,四根立柱阵列式地固定在底板上,围成方形柱模拟建筑外形,所述屋盖安装在方形柱顶部,若干楼层片沿高程等间距水平安装于方形柱内部空间并固定于立柱上;所述安装座由用于加强底座与地面的固定的压条(6)、用于限制建筑模型在遭受撞击过程中底板发生转动或位移的压重块(7),和安装座(8)构成;所述压条跨越建筑模型的底板,两端固定在安装板上,将多层建筑模型在安装座上固定。The multi-storey building model consists of four uprights, a roof, a number of floor pieces and a bottom plate. The four uprights are fixed on the bottom plate in an array to form a square column to simulate the shape of the building, and the roof is installed on the top of the square column. Several floor pieces are installed horizontally in the inner space of the square column at equal intervals along the elevation and fixed on the column; the mounting seat is composed of a fixed pressure strip (6) used to strengthen the base and the ground, and is used to limit the bottom plate of the building model during the impact process. A weight block (7) that rotates or displaces is formed with a mounting seat (8); the pressing bar spans the bottom plate of the building model, and both ends are fixed on the mounting plate, and the multi-storey building model is fixed on the mounting seat. 2.根据权利要求1所述建筑模型加载装置,其特征在于,所述摆锤由摆球和摆索构成,摆球通过摆索悬挂在摆锤框架顶部设置的第一横梁上(3-1),与第一横梁间隔一定水平距离设置有第二横梁(3-2),所述水平距离为摆索长度,摆锤在摆下前通过吊绳悬挂第二横梁上使整个锤摆保持水平,两根横梁与建筑模型的相对位置满足摆锤下落后摆球施加给建筑模型水平撞击力。2. The building model loading device according to claim 1, wherein the pendulum is composed of a pendulum ball and a pendulum cable, and the pendulum ball is suspended on the first beam provided on the top of the pendulum frame through the pendulum cable (3-1). ), a second beam (3-2) is arranged at a certain horizontal distance from the first beam, and the horizontal distance is the length of the pendulum cable, and the pendulum is suspended from the second beam by the suspension rope before swinging down to keep the entire pendulum horizontal , the relative positions of the two beams and the building model satisfy the horizontal impact force applied by the pendulum ball to the building model after the pendulum falls. 3.根据权利要求2所述建筑模型加载装置,其特征在于,所述摆锤配套设置有转轴(4-1)和套筒(4-2),所述第一横梁上间隔一定距离设置有两块竖板(3-3),板上对称开设有转轴过孔,转轴两端穿过转轴过孔固定在两竖板之间,所述套筒套在转轴上,套筒与转轴的大小满足保持套筒与转轴之间的相对滑动和转动,所述摆索固定连接在套筒上。3. The building model loading device according to claim 2, wherein the pendulum is provided with a rotating shaft (4-1) and a sleeve (4-2), and the first beam is provided with Two vertical plates (3-3), the plates are symmetrically provided with through holes for the rotating shaft, the two ends of the rotating shaft are fixed between the two vertical plates through the through holes of the rotating shaft, the sleeve is sleeved on the rotating shaft, and the size of the sleeve and the rotating shaft is To satisfy the relative sliding and rotation between the holding sleeve and the rotating shaft, the pendulum cable is fixedly connected to the sleeve. 4.根据权利要求3所述建筑模型加载装置,其特征在于,所述转轴上,位于套筒两端设置有用于限制套筒在转轴上的位置的限位器(5-1)。4. The building model loading device according to claim 3, characterized in that, on the rotating shaft, limiters (5-1) for limiting the position of the sleeve on the rotating shaft are provided at both ends of the sleeve. 5.根据权利要求4所述建筑模型加载装置,其特征在于,所述限位器为与转轴直径大小匹配的开口圆环,圆环上设置有高于套筒直径的限位凸起,圆环开口两端设置有对称的锁紧凸缘,圆环套入转轴后通过铁丝或弹簧夹将锁紧凸缘锁扣合拢实现限位器在转轴上的固定,从而限制套筒的滑移。5. The building model loading device according to claim 4, wherein the stopper is an open ring with a diameter matching the diameter of the rotating shaft, and the ring is provided with a limit protrusion higher than the diameter of the sleeve, and the ring is Symmetrical locking flanges are arranged at both ends of the ring opening. After the ring is inserted into the rotating shaft, the locking flanges are closed by iron wires or spring clips to fix the stopper on the rotating shaft, thereby limiting the sliding of the sleeve. 6.根据权利要求5所述建筑模型加载装置,其特征在于,在限位器与套筒之间设置垫片。6 . The building model loading device according to claim 5 , wherein a gasket is provided between the stopper and the sleeve. 7 . 7.根据权利要求3所述建筑模型加载装置,其特征在于,所述第一横梁上的两块竖板上的转轴过孔为竖向的椭圆形长孔,转轴过孔两侧分别设置一个竖向的椭圆形螺孔,两个螺孔与转轴过孔位于同一直线;两块竖板外侧分别设有两块安装垫板,安装垫板上开设有与竖板上的三个椭圆形孔一一对应的圆形转轴过孔和两个圆形螺孔,所述转轴两端依次穿过竖板和安装垫板上的转轴过孔,通过调整转轴在椭圆形长孔中的上下位置调节转轴的安装高度,然后通过螺钉穿过竖板和安装垫板上的螺孔将安装垫板与竖板固定在一起实现转轴的固定安装。7. The building model loading device according to claim 3, wherein the shaft through holes on the two vertical plates on the first beam are vertical elliptical long holes, and two sides of the shaft through holes are respectively provided with one Vertical oval screw holes, the two screw holes and the shaft through holes are located on the same line; two mounting pads are respectively provided on the outside of the two vertical plates, and the three elliptical holes on the vertical plate are opened on the mounting pads One-to-one corresponding circular shaft through holes and two circular screw holes, both ends of the shaft pass through the shaft through holes on the vertical plate and the mounting pad in turn, and adjust the upper and lower positions of the shaft in the oval elongated hole. The installation height of the rotating shaft, and then the fixed installation of the rotating shaft is realized by fixing the mounting plate and the vertical plate together through the screw through the vertical plate and the screw holes on the mounting plate. 8.根据权利要求2-7中任一权利要求所述建筑模型加载装置,其特征在于,所述摆锤的摆索为两根钢索,所述摆锤为钢球,摆索两端对称连接在钢球和套筒外壁上。8. The building model loading device according to any one of claims 2-7, wherein the pendulum cable of the pendulum is two steel cables, the pendulum is a steel ball, and the two ends of the pendulum cable are symmetrical Connected to the steel ball and the outer wall of the sleeve. 9.根据权利要求2-7中任一权利要求所述建筑模型加载装置,其特征在于,所述摆锤框架为横杆和竖杆搭建的对称框架结构,所述第一横梁和第二横梁垂直于摆锤的摆动面。9. The building model loading device according to any one of claims 2 to 7, wherein the pendulum frame is a symmetrical frame structure constructed of cross bars and vertical bars, the first cross beam and the second cross beam perpendicular to the swing surface of the pendulum. 10.根据权利要求2-7中任一权利要求所述一种建筑模型加载装置,其特征在于,所述压重块放置在安装板上,并与建筑模型遭遇撞击后倾倒一侧的相对侧;所述建筑模型配套设置有若干配重块,用以施加活载荷;所述摆锤框架柱脚固定在地面或桌面上,或通过堆放砂袋防止支架发在摆锤摆动过程中发生位移。10. A building model loading device according to any one of claims 2-7, characterized in that the weight block is placed on the mounting plate, and is on the opposite side of the side of the building model that falls over after encountering a collision The building model is equipped with a number of counterweight blocks to apply live loads; the column feet of the pendulum frame are fixed on the ground or on the desktop, or sand bags are stacked to prevent the bracket from being displaced during the swing of the pendulum.
CN202020206930.3U 2020-02-25 2020-02-25 Building model loading device Expired - Fee Related CN211824948U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020206930.3U CN211824948U (en) 2020-02-25 2020-02-25 Building model loading device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020206930.3U CN211824948U (en) 2020-02-25 2020-02-25 Building model loading device

Publications (1)

Publication Number Publication Date
CN211824948U true CN211824948U (en) 2020-10-30

Family

ID=72999591

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020206930.3U Expired - Fee Related CN211824948U (en) 2020-02-25 2020-02-25 Building model loading device

Country Status (1)

Country Link
CN (1) CN211824948U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111189604A (en) * 2020-02-25 2020-05-22 四川大学 A building model loading device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111189604A (en) * 2020-02-25 2020-05-22 四川大学 A building model loading device

Similar Documents

Publication Publication Date Title
WO2020098290A1 (en) Dynamic and static multifunctional test servo loading system
CN201149744Y (en) Soldering training operation device
Zhang et al. Experimental studies of the seismic behavior of double-layer lattice space structures I: Experimental verification
CN211824948U (en) Building model loading device
CN106248507A (en) A kind of civil engineering structure blast injury experiment platform
Lei et al. Design and test verification of a cylindrical 3D laminar shear soil container for use on shaking tables
CN113863178A (en) A tree-anchored flexible protection system and its inspection and evaluation method
Jun et al. Shake table testing of braced and Friction-Added suspended ceilings and associated numerical study
CN110530788A (en) It is a kind of for setting up the experimental rig and working method of Shield Tunneling model
CN110174233B (en) Testing device for component under coupling action of long-term load-corrosion-lateral impact load
CN111189604A (en) A building model loading device
CN209198033U (en) A transmission wire deicing vibration test device
CN205621338U (en) Quiet power of multiple structure system, multilayer, multispan, power test model
RU112415U1 (en) TEST STAND FOR VIBRATION ISOLATORS UNDER ACTION OF LOADS WITH AXIAL AND LATERAL COMPONENTS
CN105590515B (en) Various structures system, multilayer, the static(al) of multispan, dynamic test model
CN203755358U (en) Testing device used for measuring bearing capacity of abrupt slope bridge pile foundation
CN209858168U (en) Large-amplitude vertical and torsional coupling free vibration test device for bridges in natural wind field
CN206114275U (en) Plane node atress capability test device
Zeng et al. Seismic performance of suspended‐floor structures with viscous dampers considering acceptable interstory drift
CN206974645U (en) A kind of single shake table realizes the conversion equipment of excitation
CN204720078U (en) A kind of mould structure for seismic design teaching
CN212300880U (en) Fixing device for indoor model test displacement gauge with hinge
CN204731102U (en) Multi-functional indoor structure charger
CN109682925B (en) Fire resistance test device with restraint combination beam and assembling method thereof
CN208888042U (en) Horizontal testing device for single-section crossed oblique material

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20201030