CN110080555A - A kind of rectification and recovery device of ancient building room skeleton - Google Patents

A kind of rectification and recovery device of ancient building room skeleton Download PDF

Info

Publication number
CN110080555A
CN110080555A CN201910298394.6A CN201910298394A CN110080555A CN 110080555 A CN110080555 A CN 110080555A CN 201910298394 A CN201910298394 A CN 201910298394A CN 110080555 A CN110080555 A CN 110080555A
Authority
CN
China
Prior art keywords
sleeve
screw
ancient building
sliding sleeve
skeleton
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.)
Granted
Application number
CN201910298394.6A
Other languages
Chinese (zh)
Other versions
CN110080555B (en
Inventor
王晓杰
闫子琦
陈晓曼
郭涛
王晓咪
马亚磊
曾宪阳
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.)
Neixiang County County Museum
Original Assignee
Neixiang County County Museum
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 Neixiang County County Museum filed Critical Neixiang County County Museum
Priority to CN201910298394.6A priority Critical patent/CN110080555B/en
Publication of CN110080555A publication Critical patent/CN110080555A/en
Application granted granted Critical
Publication of CN110080555B publication Critical patent/CN110080555B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0281Repairing or restoring roofing or roof covering

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

本发明专利属于木结构的技术领域,具体公开了一种古建筑房骨架的矫正复位装置,包括横梁、立柱、矫正套、滑移套、伸缩装置和连接部件且连接部件分别位于立柱的两侧,位于所述卯口左端的滑移套与矫正套的左端连接,位于所述卯口右端的滑移套与矫正套的右端连接,且所述伸缩装置的两端分别与滑移套铰接。本发明通过调节转动所述伸缩装置上的螺套改变两个滑移套之间的距离,且由于连接部件的长度固定,随着滑移套之间的距离增大,所述连接部件会绕着与矫正套的连接点做一个圆周运动,使横梁向上抬起,利用两端的滑移套同时抬起横梁,实现矫正横梁与立柱连接处的劈裂弯曲,使横梁恢复。

The patent of the present invention belongs to the technical field of wooden structures, and specifically discloses a rectification and reset device for the skeleton of an ancient building, including beams, columns, correction sleeves, sliding sleeves, telescopic devices and connecting parts, and the connecting parts are respectively located on both sides of the uprights , the sliding sleeve located at the left end of the cradle is connected to the left end of the orthodontic sleeve, the sliding sleeve located at the right end of the cradle is connected to the right end of the orthodontic sleeve, and the two ends of the telescopic device are respectively hinged with the sliding sleeve. The present invention changes the distance between the two sliding sleeves by adjusting and rotating the screw sleeve on the telescopic device, and since the length of the connecting parts is fixed, as the distance between the sliding sleeves increases, the connecting parts will Make a circular motion at the connection point with the correction sleeve to lift the beam upwards, and use the sliding sleeves at both ends to lift the beam at the same time to correct the split bending at the joint between the beam and the column and restore the beam.

Description

一种古建筑房骨架的矫正复位装置A device for correcting and restoring the skeleton of an ancient building

技术领域technical field

本发明专利涉及木结构的技术领域,尤其是一种古建筑房骨架的矫正复位装置。The patent of the present invention relates to the technical field of wooden structures, in particular to a device for correcting and restoring the skeleton of an ancient building.

背景技术Background technique

作为一种建筑材料,木材有着取材方便、施工过程简单、施工速度快的特点。然而,由于木材本身的特点,在经历一段时期的使用之后,结构性能会发生退化,特别是木材存在先天缺陷,如木节、虫蛀或腐朽时,性能的退化将会变得更加明显,尤其是屋顶处的搭接两侧墙面的横梁和支撑顶部的立柱,在长时间腐蚀或虫蛀之后,立柱与横梁之间的榫卯节点会发生劈裂,所述横梁会在榫卯节点处变形弯曲导致下沉,以至于所述立柱也会下沉,从而使与立柱连接处的屋顶失去支撑,存在断裂倒搭的危险。As a building material, wood has the characteristics of convenient materials, simple construction process and fast construction speed. However, due to the characteristics of the wood itself, after a period of use, the structural performance will degrade, especially when the wood has congenital defects, such as knots, insects or decay, the performance degradation will become more obvious, especially It is the beams that overlap the walls on both sides of the roof and the columns that support the top. After long-term corrosion or insects, the mortise and tenon joints between the columns and beams will split, and the beams will be broken at the mortise and tenon joints. Deformation and bending lead to sinking, so that the column will also sink, so that the roof at the joint with the column will lose its support, and there is a risk of fracture and overturning.

现有技术中,常见木结构榫卯节点加固修复的方法为通过铁钉直接将榫卯节点固定,但是这种方式不适用于修复支撑屋顶处的横梁和立柱,在立柱与横梁之间的榫卯节点发生劈裂弯曲时需要重新矫正横梁,保证矫正后的横梁重新给立柱提高支撑力,然后在进行榫卯节点处的固定。In the prior art, the common method of strengthening and repairing the mortise and tenon joints of wooden structures is to directly fix the mortise and tenon joints with iron nails, but this method is not suitable for repairing the beams and columns supporting the roof, and the mortise and tenon between the columns and beams When the mortise joint is split and bent, it is necessary to re-correct the beam to ensure that the corrected beam can increase the support force of the column again, and then fix the mortise and tenon joint.

基于此,如何对榫卯节点处的横梁进行弯曲矫正是本领域技术人员目前需要解决的技术问题。Based on this, how to correct the bending of the beam at the mortise and tenon joint is a technical problem that those skilled in the art need to solve at present.

发明内容SUMMARY OF THE INVENTION

针对现有技术中的问题,本发明的目的是要提供一种古建筑房骨架的矫正复位装置。Aiming at the problems in the prior art, the object of the present invention is to provide a device for rectifying and restoring the skeleton of an ancient building.

为了达到上述目的,本发明的技术方案是:In order to achieve the above object, technical scheme of the present invention is:

一种古建筑房骨架的矫正复位装置,包括通过榫头与卯口配合连接的横梁和立柱,包括套装在立柱上的矫正套、套装在横梁上且位于卯口两侧的滑移套、用于调节滑移套之间距离的伸缩装置和用于连接矫正套和滑移套的连接部件且连接部件分别位于立柱的两侧,位于所述卯口左端的滑移套与矫正套的左端连接,位于所述卯口右端的滑移套与矫正套的右端连接,且所述伸缩装置的两端分别与滑移套铰接。A rectifying and restoring device for the skeleton of an ancient building, comprising beams and uprights connected by mortises and mortises, including correction sleeves fitted on the uprights, sliding sleeves fitted on the beams and located on both sides of the mortises, used for The telescopic device for adjusting the distance between the sliding sleeves and the connecting parts used to connect the correcting sleeves and the sliding sleeves are respectively located on both sides of the column, and the sliding sleeve located at the left end of the mortise is connected to the left end of the correcting sleeve, The sliding sleeve located at the right end of the mortise is connected to the right end of the correction sleeve, and the two ends of the telescopic device are respectively hinged with the sliding sleeve.

进一步,所述伸缩装置包括一对第一螺杆、第二螺杆和一对螺套,所述第二螺杆的两端分别通过螺套连接第一螺杆,所述螺套的两端螺纹旋向相反,且所述第一螺杆与第二螺杆的螺纹旋向相反。Further, the telescopic device includes a pair of first screw rods, a second screw rod and a pair of screw sleeves, the two ends of the second screw rod are respectively connected to the first screw rod through screw sleeves, and the helical directions of the two ends of the screw sleeves are opposite. , and the helical directions of the first screw and the second screw are opposite.

进一步,所述伸缩装置的数量至少为1个。Further, the number of the telescopic device is at least one.

进一步,所述第二螺杆上套装有弹簧,所述弹簧的两端分别与螺套抵触。Further, a spring is sleeved on the second screw rod, and two ends of the spring are in conflict with the screw sleeve respectively.

进一步,所述滑移套通过支撑板连接横梁,所述支撑板与横梁的接触面上设置有橡胶垫,与弧移套接触的面上设置有降低摩擦系数的镀层。Further, the sliding sleeve is connected to the crossbeam through a support plate, a rubber pad is provided on the contact surface between the support plate and the crossbeam, and a coating that reduces the coefficient of friction is provided on the surface in contact with the arc shift sleeve.

进一步,所述连接部件为钢链或钢丝绳索。Further, the connecting component is a steel chain or a steel wire rope.

进一步,还包括用于测量连接部件与横梁之间夹角的角度尺。Further, it also includes an angle ruler for measuring the angle between the connecting part and the beam.

进一步,所述矫正套上还设置有支撑架,所述矫正套通过支撑架连接地面。Further, the correction sleeve is also provided with a support frame, and the correction sleeve is connected to the ground through the support frame.

进一步,所述支撑架包括立杆,所述立杆的上端与矫正套铰接,下端与地面连接。Further, the support frame includes a vertical rod, the upper end of the vertical rod is hinged to the correction sleeve, and the lower end is connected to the ground.

进一步,所述立杆的数量至少为1个。Further, the number of the pole is at least one.

与现有技术相比,本发明提供的一种古建筑房骨架的矫正复位装置结构与众不同,操作方便,具有以下几点有益效果:Compared with the prior art, the present invention provides a rectification and reset device for the skeleton of an ancient building with a unique structure, easy operation, and the following beneficial effects:

1)通过利用将所述矫正套套装固定在立柱上,然后将所述滑移套分别套装在横梁上,且所述滑移套通过支撑板抵触横梁以降低所述滑移套在横梁上滑动所受到的摩擦力,通过调节转动所述伸缩装置上的螺套实现伸缩装置的伸长和缩短,改变两个滑移套之间的距离,而由于连接部件的长度固定,同时滑移套之间的距离增大,所述连接部件会绕着与矫正套的连接点做一个圆周运动,从而所述连接部件和伸缩装置的合力会给滑移套一个竖直向上的分力,使横梁向上抬起,利用两端的滑移套同时抬起横梁,实现矫正横梁与立柱连接处的劈裂弯曲,使横梁恢复,重新给立柱提供支撑力,起到对榫卯节点处的横梁进行弯曲矫正的目的,工作效率高,更加方便;1) Fix the correction sleeve on the column by using it, and then set the sliding sleeves on the beam respectively, and the sliding sleeve resists the beam through the support plate to reduce the sliding of the sliding sleeve on the beam The received frictional force can be adjusted and rotated to realize the elongation and shortening of the telescopic device by adjusting the screw sleeve on the telescopic device, changing the distance between the two sliding sleeves, and because the length of the connecting parts is fixed, at the same time the distance between the sliding sleeves As the distance between them increases, the connecting part will make a circular motion around the connection point with the orthodontic sleeve, so that the resultant force of the connecting part and the telescopic device will give a vertical upward component force to the sliding sleeve, so that the beam will go upward Lift up, use the sliding sleeves at both ends to lift the beam at the same time, realize the correction of the split bending at the joint between the beam and the column, restore the beam, provide support for the column again, and play a role in correcting the bending of the beam at the mortise and tenon joint Purpose, high work efficiency, more convenient;

2)通过将所述伸缩装置上设置有两个螺套,可以通过两个螺套的相互配合转动,实现调节立柱两侧的滑移套的位置关于榫卯节点对称或改变伸缩装置两端同时伸长或缩短,在遇到调节过程中,所述滑移套位置不对称时,可以同时用不同的速度同时针方向转动两个螺套,调节两个滑移套的位置,最终实现位置对称,使榫卯节点两侧的横梁受力均匀,也使立柱受到竖直向下的拉力,避免立柱在所述滑移套不对称时受到侧向力向一边偏移使榫卯节点受到二次损伤。2) By providing two screw sleeves on the expansion device, the position of the sliding sleeves on both sides of the column can be adjusted symmetrically with respect to the mortise and tenon joints or the two ends of the expansion device can be changed at the same time through the mutual cooperation and rotation of the two screw sleeves. Elongation or shortening, when the position of the sliding sleeve is asymmetrical during the adjustment process, the two screw sleeves can be rotated at the same time at different speeds to adjust the position of the two sliding sleeves, and finally realize the positional symmetry , so that the beams on both sides of the mortise and tenon joints are evenly stressed, and the columns are also subjected to vertical downward tension, so as to prevent the columns from being displaced to one side by lateral forces when the sliding sleeves are asymmetrical, causing the mortise and tenon joints to be subjected to secondary forces. damage.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained according to these drawings without creative efforts.

附图1为一种古建筑房骨架的结构示意图。Accompanying drawing 1 is a kind of structure schematic diagram of ancient building frame.

附图2为一种古建筑房骨架的矫正复位装置的结构示意图。Accompanying drawing 2 is a structural schematic diagram of a correction and reset device for an ancient building skeleton.

图中:1.立柱,2.矫正套,3.连接部件,4.指示线,5.角度尺,6.滑移套,7.支撑板,8.横梁,9.伸缩装置,901.第一螺杆,902.第二螺杆,903.弹簧,904.螺套,10.铰接座,11.屋顶,12.立杆。In the figure: 1. Column, 2. Correction sleeve, 3. Connecting parts, 4. Indicator line, 5. Angle ruler, 6. Sliding sleeve, 7. Support plate, 8. Beam, 9. Telescopic device, 901. One screw rod, 902. the second screw rod, 903. spring, 904. screw sleeve, 10. hinged seat, 11. roof, 12. vertical rod.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述。显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Apparently, the described embodiments are only some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

如图1和2所示,作为本发明一优选实施例的一种古建筑房骨架的矫正复位装置,包括通过榫头与卯口配合连接的横梁8和立柱1,包括套装在立柱1上的矫正套2、套装在横梁8上且位于卯口两侧的滑移套6、用于调节滑移套6之间距离的伸缩装置9和用于连接矫正套2和滑移套6的连接部件3且连接部件3分别位于立柱1的两侧,位于所述卯口左端的滑移套6与矫正套2的左端连接,位于所述卯口右端的滑移套6与矫正套2的右端连接,且所述伸缩装置9的两端分别与滑移套6铰接,所述矫正套2和滑移套6均为两个相互配合的半圆抱箍,所述组成矫正套2的半圆抱箍的端部位于立柱1的左右两侧,所述组成滑移套6的半圆抱箍的端部位于横梁8的下上两端,所述连接部件3的的一端与立柱1上一侧半圆抱箍的端部连接处的螺栓铰接,另一端与同侧的横梁8上半圆抱箍位于横梁8上端的端部连接处的螺栓铰接,位于立柱1另一侧的连接部件3,按照同样的原理方式连接,所述伸缩装置9的两端分别与位于横梁8下端的半圆抱箍端部连接处的螺栓铰接,这样的连接方式非常便捷,结构简单;As shown in Figures 1 and 2, as a preferred embodiment of the present invention, a rectification and restoration device for the skeleton of an ancient building includes a crossbeam 8 and a column 1 that are connected through a mortise and a mortise, and includes a rectification set on the column 1. Sleeve 2, sliding sleeve 6 set on the beam 8 and located on both sides of the socket, telescopic device 9 for adjusting the distance between the sliding sleeve 6 and connecting part 3 for connecting the correcting sleeve 2 and the sliding sleeve 6 And the connecting parts 3 are respectively located on both sides of the column 1, the sliding sleeve 6 located at the left end of the socket is connected to the left end of the correction sleeve 2, and the sliding sleeve 6 located at the right end of the socket is connected to the right end of the correction sleeve 2, And the two ends of the telescoping device 9 are respectively hinged with the sliding sleeve 6, and the orthotic sleeve 2 and the sliding sleeve 6 are two semicircular hoops that cooperate with each other, and the ends of the semicircular hoops that make up the orthotic sleeve 2 The parts are located on the left and right sides of the column 1, the ends of the semicircular hoops that make up the sliding sleeve 6 are located at the lower and upper ends of the beam 8, and one end of the connecting part 3 is connected to the semicircular hoop on the upper side of the column 1. The bolt at the end connection is hinged, the other end is hinged with the bolt at the end connection of the upper semicircular hoop of the beam 8 on the same side at the upper end of the beam 8, and the connecting part 3 on the other side of the column 1 is connected according to the same principle , the two ends of the telescopic device 9 are respectively hinged with the bolts at the junction of the semicircular hoop ends at the lower end of the beam 8, such a connection is very convenient and simple in structure;

通过利用将所述矫正套2套装固定在立柱1上,然后将所述滑移套6分别套装在横梁8上,通过调节所述伸缩装置9实现控制伸缩装置9的伸长和缩短,改变两个滑移套6之间的距离,而由于连接部件3的长度固定,同时滑移套6之间的距离增大,所述连接部件3会绕着与矫正套2的连接点做一个圆周运动,从而所述连接部件3和伸缩装置9的合力会给滑移套6一个竖直向上的分力,使横梁8向上抬起,利用两端的滑移套6同时抬起横梁8,实现矫正横梁8与立柱1连接处的劈裂弯曲,使横梁8恢复,重新给立柱1提供支撑力,起到对榫卯节点处的横梁8进行弯曲矫正的目的,工作效率高,更加方便。By using the correcting sleeve 2 to be set and fixed on the column 1, and then the sliding sleeves 6 are respectively sleeved on the beam 8, and the extension and shortening of the expansion device 9 are controlled by adjusting the expansion device 9, changing the two The distance between the sliding sleeves 6, and because the length of the connecting part 3 is fixed, while the distance between the sliding sleeves 6 increases, the connecting part 3 will make a circular motion around the connection point with the correcting sleeve 2. , so that the resultant force of the connecting part 3 and the telescopic device 9 will give the sliding sleeve 6 a vertical upward component force, so that the beam 8 is lifted upwards, and the sliding sleeve 6 at both ends is used to lift the beam 8 at the same time, so as to realize the correction of the beam The splitting and bending of the connection between 8 and column 1 restores the beam 8 and provides support for the column 1 again, so as to correct the bending of the beam 8 at the mortise-and-tenon joint, which is more efficient and more convenient.

在本实施例中,所述伸缩装置9包括一对第一螺杆901、第二螺杆902和一对螺套904,所述第二螺杆902的两端分别通过螺套904连接第一螺杆901,所述螺套904的两端螺纹旋向相反,且所述第一螺杆901与第二螺杆902的螺纹旋向相反,可以通过两个螺套904的相互配合转动,实现调节立柱1两侧的滑移套6的位置关于榫卯节点对称或改变伸缩装置9两端同时伸长或缩短,在遇到调节过程中,所述滑移套6位置不对称时,可以同时用不同的速度同时针方向转动两个螺套904,保证一对的第一螺杆901伸长速度快,另一端的第一螺杆901伸长速度慢,从而实现调节滑移套6关于榫卯节点对称,调节对称后,两个螺套904按照相反的方向同时转动实现通过调节滑移套6之间的距离,带动滑移套6在横梁8上滑动,所述第一螺杆901与半圆抱箍螺栓的铰接端设置有通孔,所述半圆抱箍端部连接的螺栓穿插在通孔中实现铰接。In this embodiment, the telescopic device 9 includes a pair of first screw rods 901, a second screw rod 902 and a pair of screw sleeves 904, the two ends of the second screw rod 902 are respectively connected to the first screw rod 901 through the screw sleeves 904, Both ends of the screw sleeve 904 have opposite helical directions, and the first screw rod 901 and the second screw rod 902 have opposite helical directions, and the two screw sleeves 904 can be rotated with each other to realize the adjustment of the two sides of the column 1. The position of the sliding sleeve 6 is symmetrical with respect to the mortise and tenon joint or the two ends of the telescopic device 9 are extended or shortened at the same time. Turn the two screw sleeves 904 in the opposite direction to ensure that the first screw rod 901 of the pair has a fast elongation speed, and the first screw rod 901 at the other end has a slow elongation speed, so as to realize the symmetry of the sliding sleeve 6 with respect to the mortise and tenon joint. After the adjustment is symmetrical, The two screw sleeves 904 are simultaneously rotated in opposite directions to realize that by adjusting the distance between the sliding sleeves 6, the sliding sleeves 6 are driven to slide on the beam 8, and the hinged ends of the first screw rod 901 and the semicircular hoop bolt are provided with through holes, and the bolts connected to the ends of the semicircular hoop are inserted through the through holes to realize hinged connection.

优选地,所述伸缩装置9的数量至少为1个,在本实施例中,所述伸缩装置9的数量为3个,在所述横梁8上的半圆抱箍侧面焊接有铰接座10,用于连接伸缩装置9,便于增加伸缩装置9的数量,起到调节所述滑移套6之间距离的作用即可,通过根据实际情况相应的增减所述伸缩装置9的数量,当所横梁8的体积大,质量大时,为保证所述所述伸缩装置9所受到的载荷在合理范围内,可以通过增加伸缩装置9分配载荷,以降低单个伸缩装置9所受到的载荷,当所述横梁8的体积小,质量小时,同样的原理可以相应的减少所述伸缩装置9的数量,降低设备成本。Preferably, the number of the telescopic device 9 is at least one, and in this embodiment, the number of the telescopic device 9 is three, and a hinged seat 10 is welded on the side of the semicircular hoop on the crossbeam 8 for use in To connect the telescopic device 9, it is convenient to increase the number of the telescopic device 9, and it is enough to adjust the distance between the sliding sleeves 6. By increasing or decreasing the number of the telescopic device 9 according to the actual situation, when the beam 8 When the volume is large and the mass is large, in order to ensure that the load on the telescopic device 9 is within a reasonable range, the load can be distributed by increasing the telescopic device 9 to reduce the load on a single telescopic device 9. When the beam 8 is small in volume and small in mass, the same principle can correspondingly reduce the quantity of the telescopic device 9 and reduce the equipment cost.

在上述实施例中,所述第二螺杆902上套装有弹簧903,所述弹簧903的两端分别与螺套904抵触,通过所述弹簧903的两端与螺套904抵触,保证螺套904不会滑丝或回转,起到固定螺套904位置的作用。In the above embodiment, the second screw rod 902 is covered with a spring 903, and the two ends of the spring 903 are in conflict with the screw sleeve 904, and the two ends of the spring 903 are in conflict with the screw sleeve 904 to ensure that the screw sleeve 904 Can not slide wire or turn around, play the effect of fixing the position of screw sleeve 904.

优选地,所述滑移套6通过支撑板7连接横梁8,所述支撑板7与横梁8的接触面上设置有橡胶垫,利用所述滑移套6挤压支撑板7,使支撑板7上的橡胶垫发生形变,从而增加支撑板7与横梁8之间的摩擦力,防止所述滑移套6滑动的同时带动支撑板7滑动,与弧移套接触的面上设置有降低摩擦系数的镀层,通过设置的镀层降低所述滑移套6与支撑板7发生相对运动时的滑动摩擦力,以便于滑移套6滑动,降低转动螺套904的力,另外通过增加所述支撑板7避免滑移套6与横梁8直接接触,避免滑移套6滑动的过程中划伤横梁8。Preferably, the sliding sleeve 6 is connected to the beam 8 through the supporting plate 7, and a rubber pad is provided on the contact surface between the supporting plate 7 and the beam 8, and the supporting plate 7 is squeezed by the sliding sleeve 6, so that the supporting plate The rubber pad on 7 is deformed, thereby increasing the friction between the support plate 7 and the beam 8, preventing the sliding sleeve 6 from sliding while driving the support plate 7 to slide, and the surface in contact with the arc shift sleeve is provided with a friction-reducing Coefficient of coating, the sliding friction force when the sliding sleeve 6 and the support plate 7 are relatively moved is reduced by the coating provided, so that the sliding sleeve 6 slides, and the force of turning the screw sleeve 904 is reduced. In addition, by increasing the support The plate 7 prevents the sliding sleeve 6 from being in direct contact with the beam 8 and avoids scratching the beam 8 during the sliding process of the sliding sleeve 6 .

具体地,所述连接部件3为钢链或钢丝绳索,起到牵引的作用即可。Specifically, the connecting part 3 is a steel chain or a steel wire rope, which only needs to play a role of traction.

通过利用上述的钢链或钢丝伸缩时,为避免所述横梁8上的滑移套6不关于榫卯节点对称,还包括用于测量连接部件3与横梁8之间夹角的角度尺5,所述角度尺5的数量为两个,分别安装在所述滑移套6的上端,且保证角度尺5的地边与横梁8平行,且所连接部件3长度方向上设置有一条指示线4,能够通过指示线4与角度尺5上的刻度线重合判断连接部件3与横梁8之间的角度,可以直观的通过对比立柱1两侧的角度尺5的示数即可判断,实时观察角度尺5也便于调节,使调节的更加准确。By using the above-mentioned steel chain or steel wire to expand and contract, in order to avoid the slip sleeve 6 on the crossbeam 8 from being symmetrical about the mortise and tenon joint, it also includes an angle ruler 5 for measuring the angle between the connecting part 3 and the crossbeam 8, The number of the angle ruler 5 is two, respectively installed on the upper end of the sliding sleeve 6, and ensure that the ground edge of the angle ruler 5 is parallel to the beam 8, and an indicator line 4 is provided on the length direction of the connected part 3 The angle between the connecting part 3 and the crossbeam 8 can be judged by the coincidence of the indicator line 4 and the scale line on the angle ruler 5. It can be judged intuitively by comparing the indications of the angle ruler 5 on both sides of the column 1, and the angle can be observed in real time. The ruler 5 is also easy to adjust, making the adjustment more accurate.

在上述实施例中,所述矫正套2上还设置有支撑架,所述矫正套2通过支撑架连接地面,通过所述支撑架对立柱1提供支撑力,分担立柱1受到提拉横梁8时受到的载荷,避免在所述横梁8变形严重时,提拉的横梁8过重,将立柱1与屋顶11底部的连接处损伤或拉断,造成二次损伤。In the above embodiment, the correction sleeve 2 is also provided with a support frame, the correction sleeve 2 is connected to the ground through the support frame, and the support force is provided for the column 1 through the support frame, so that when the column 1 is lifted by the beam 8 The load received avoids that when the deformation of the beam 8 is serious, the beam 8 that is pulled is too heavy, and the connection between the column 1 and the bottom of the roof 11 is damaged or broken, causing secondary damage.

具体地,所述支撑架包括立杆12,所述立杆12的上端与矫正套2侧面设置的铰接座10铰接,下端与地面连接,优选地,所述立杆12的下端通过支脚连接地面,保证立杆12的稳定,避免倾斜和损坏地面。Specifically, the support frame includes a vertical rod 12, the upper end of the vertical rod 12 is hinged with the hinge seat 10 provided on the side of the correction sleeve 2, and the lower end is connected to the ground. Preferably, the lower end of the vertical rod 12 is connected to the ground through a foot , to ensure the stability of the pole 12, to avoid tilting and damage to the ground.

优选地,所述立杆12的数量至少为1个,可以更具横梁8的重量和变形大小设定立杆12的数量,降低每个立杆12的载荷和保护立柱1与屋顶11的连接处。Preferably, the number of the uprights 12 is at least one, and the number of uprights 12 can be set according to the weight and deformation of the beam 8, so as to reduce the load of each upright 12 and protect the connection between the uprights 1 and the roof 11 place.

采用上述方案,本发明提供的一种古建筑房骨架的矫正复位装置在使用的时候,更加方便,通过利用将所述矫正套2套装固定在立柱1上,然后将所述滑移套6分别套装在横梁8上,且所述滑移套6通过支撑板7抵触横梁8以降低所述滑移套6在横梁8上滑动所受到的摩擦力,通过调节转动所述伸缩装置9上的螺套904实现伸缩装置9的伸长和缩短,改变两个滑移套6之间的距离,而由于连接部件3的长度固定,同时滑移套6之间的距离增大,所述连接部件3会绕着与矫正套2的连接点做一个圆周运动,从而所述连接部件3和伸缩装置9的合力会给滑移套6一个竖直向上的分力,使横梁8向上抬起,利用两端的滑移套6同时抬起横梁8,实现矫正横梁8与立柱1连接处的劈裂弯曲,使横梁8恢复,重新给立柱1提供支撑力,起到对榫卯节点处的横梁8进行弯曲矫正的目的,工作效率高,更加方便;Adopting the above scheme, the correcting and restoring device for the framework of an ancient building provided by the present invention is more convenient when used. By using the correcting sleeve 2 to be fixed on the column 1, and then the sliding sleeve 6 is respectively Set on the crossbeam 8, and the sliding sleeve 6 resists the crossbeam 8 through the support plate 7 to reduce the friction force of the sliding sleeve 6 sliding on the crossbeam 8, by adjusting and rotating the screw on the telescopic device 9 The sleeve 904 realizes the elongation and shortening of the telescopic device 9, and changes the distance between the two sliding sleeves 6. Since the length of the connecting part 3 is fixed and the distance between the sliding sleeves 6 increases, the connecting part 3 It will make a circular motion around the connection point with the correction sleeve 2, so that the resultant force of the connection part 3 and the telescopic device 9 will give a vertical upward force component to the sliding sleeve 6, so that the beam 8 is lifted upwards, and the two The sliding sleeve 6 at the end lifts the beam 8 at the same time to correct the splitting and bending of the joint between the beam 8 and the column 1, restore the beam 8, provide support for the column 1 again, and bend the beam 8 at the mortise and tenon joint The purpose of correction, high work efficiency, more convenient;

通过将所述伸缩装置9上设置有两个螺套904,可以通过两个螺套904的相互配合转动,实现调节立柱1两侧的滑移套6的位置关于榫卯节点对称或改变伸缩装置9两端同时伸长或缩短,在遇到调节过程中,所述滑移套6位置不对称时,可以同时用不同的速度同时针方向转动两个螺套904,调节两个滑移套6的位置,最终实现位置对称,使榫卯节点两侧的横梁8受力均匀,也使立柱1受到竖直向下的拉力,避免立柱1在所述滑移套6不对称时受到侧向力向一边偏移使榫卯节点受到二次损伤。By setting the telescopic device 9 with two screw sleeves 904, the position of the sliding sleeves 6 on both sides of the column 1 can be adjusted symmetrically with respect to the mortise and tenon joints or the telescopic device can be changed through the mutual cooperation and rotation of the two screw sleeves 904. 9. Both ends are extended or shortened at the same time. When the position of the sliding sleeve 6 is asymmetrical during the adjustment process, the two screw sleeves 904 can be rotated at the same time at different speeds to adjust the two sliding sleeves 6. Finally, the position is symmetrical, so that the beams 8 on both sides of the mortise and tenon joints are evenly stressed, and the vertical column 1 is also subjected to a vertical downward pulling force, so as to prevent the vertical column 1 from being subjected to lateral force when the sliding sleeve 6 is asymmetrical. Offset to one side causes secondary damage to the mortise and tenon joints.

对所公开的实施例的上述说明,使本领域技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1.一种古建筑房骨架的矫正复位装置,包括通过榫头与卯口配合连接的横梁(8)和立柱(1),其特征在于,包括套装在立柱(1)上的矫正套(2)、套装在横梁(8)上且位于卯口两侧的滑移套(6)、用于调节滑移套(6)之间距离的伸缩装置(9)和用于连接矫正套(2)和滑移套(6)的连接部件(3)且连接部件(3)分别位于立柱(1)的两侧,位于所述卯口左端的滑移套(6)与矫正套(2)的左端连接,位于所述卯口右端的滑移套(6)与矫正套(2)的右端连接,且所述伸缩装置(9)的两端分别与滑移套(6)铰接。1. A rectification and reset device for the skeleton of an ancient building, comprising a crossbeam (8) and a column (1) connected by a mortise and a mortise, characterized in that it comprises a correction sleeve (2) sleeved on the column (1) , the sliding sleeve (6) set on the crossbeam (8) and located on both sides of the socket, the telescopic device (9) for adjusting the distance between the sliding sleeve (6) and the connecting sleeve (2) and The connecting parts (3) of the sliding sleeve (6) and the connecting parts (3) are respectively located on both sides of the column (1), and the sliding sleeve (6) located at the left end of the socket is connected to the left end of the correction sleeve (2) , the sliding sleeve (6) located at the right end of the socket is connected to the right end of the correction sleeve (2), and the two ends of the telescopic device (9) are respectively hinged to the sliding sleeve (6). 2.根据权利要求1所述的古建筑房骨架的矫正复位装置,其特征在于,所述伸缩装置(9)包括一对第一螺杆(901)、第二螺杆(902)和一对螺套(904),所述第二螺杆(902)的两端分别通过螺套(904)连接第一螺杆(901),所述螺套(904)的两端螺纹旋向相反,且所述第一螺杆(901)与第二螺杆(902)的螺纹旋向相反。2. The rectifying and restoring device of the ancient building skeleton according to claim 1, characterized in that, the telescoping device (9) comprises a pair of first screw rods (901), a second screw rod (902) and a pair of screw sleeves (904), the two ends of the second screw (902) are respectively connected to the first screw (901) through a screw sleeve (904), the two ends of the screw sleeve (904) are screwed in opposite directions, and the first The thread direction of the screw (901) and the second screw (902) are opposite. 3.根据权利要求2所述的古建筑房骨架的矫正复位装置,其特征在于,所述伸缩装置(9)的数量至少为1个。3. The device for correcting and restoring the skeleton of an ancient building according to claim 2, characterized in that the number of the telescoping device (9) is at least one. 4.根据权利要求2所述的古建筑房骨架的矫正复位装置,其特征在于,所述第二螺杆(902)上套装有弹簧(903),所述弹簧(903)的两端分别与螺套(904)抵触。4. The rectifying and restoring device of the ancient building skeleton according to claim 2, characterized in that, a spring (903) is sleeved on the second screw rod (902), and the two ends of the spring (903) are connected to the screw respectively. Set (904) conflicts. 5.根据权利要求1所述的古建筑房骨架的矫正复位装置,其特征在于,所述滑移套(6)通过支撑板(7)连接横梁(8),所述支撑板(7)与横梁(8)的接触面上设置有橡胶垫,与滑移套(6)接触的面上设置有降低摩擦系数的镀层。5. The rectification and reset device of the ancient building skeleton according to claim 1, characterized in that, the sliding sleeve (6) is connected to the beam (8) by a support plate (7), and the support plate (7) is connected to the A rubber pad is provided on the contact surface of the crossbeam (8), and a plating layer for reducing the friction coefficient is provided on the contact surface with the sliding sleeve (6). 6.根据权利要求1所述的古建筑房骨架的矫正复位装置,其特征在于,所述连接部件(3)为钢链或钢丝绳索。6. The device for rectifying and restoring the skeleton of an ancient building according to claim 1, characterized in that, the connecting part (3) is a steel chain or a wire rope. 7.根据权利要求6所述的古建筑房骨架的矫正复位装置,其特征在于,还包括用于测量连接部件(3)与横梁(8)之间夹角的角度尺(5)。7. The device for correcting and restoring the skeleton of an ancient building according to claim 6, further comprising an angle ruler (5) for measuring the angle between the connecting part (3) and the beam (8). 8.根据权利要求1所述的古建筑房骨架的矫正复位装置,其特征在于,所述矫正套(2)上还设置有支撑架,所述矫正套(2)通过支撑架连接地面。8. The device for rectifying and restoring the skeleton of an ancient building according to claim 1, characterized in that, the correction sleeve (2) is also provided with a support frame, and the correction sleeve (2) is connected to the ground through the support frame. 9.根据权利要求8所述的古建筑房骨架的矫正复位装置,其特征在于,所述支撑架包括立杆(12),所述立杆(12)的上端与矫正套(2)铰接,下端与地面连接。9. The rectifying and restoring device of the ancient building skeleton according to claim 8, characterized in that, the support frame comprises a vertical rod (12), and the upper end of the vertical rod (12) is hinged with the correction sleeve (2), The lower end is connected to the ground. 10.根据权利要求9所述的古建筑房骨架的矫正复位装置,其特征在于,所述立杆(12)的数量至少为1个。10. The device for correcting and restoring the skeleton of an ancient building according to claim 9, characterized in that the number of said upright rods (12) is at least one.
CN201910298394.6A 2019-04-15 2019-04-15 Correction resetting means of ancient building room skeleton Expired - Fee Related CN110080555B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910298394.6A CN110080555B (en) 2019-04-15 2019-04-15 Correction resetting means of ancient building room skeleton

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910298394.6A CN110080555B (en) 2019-04-15 2019-04-15 Correction resetting means of ancient building room skeleton

Publications (2)

Publication Number Publication Date
CN110080555A true CN110080555A (en) 2019-08-02
CN110080555B CN110080555B (en) 2021-04-27

Family

ID=67415134

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910298394.6A Expired - Fee Related CN110080555B (en) 2019-04-15 2019-04-15 Correction resetting means of ancient building room skeleton

Country Status (1)

Country Link
CN (1) CN110080555B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000725A (en) * 2021-12-14 2022-02-01 西安建筑科技大学 A self-balancing ancient building skeleton correction and reset device and method
CN116025191A (en) * 2023-02-17 2023-04-28 凌寿 Building structure anti-seismic reinforcement connection system and connection method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001033014A1 (en) * 1999-10-29 2001-05-10 Robert Gordon Richards Support apparatus
CN103912135A (en) * 2014-04-04 2014-07-09 山东省产品质量检验研究院 Grid structure chord member correcting set and method
CN104234445A (en) * 2014-09-25 2014-12-24 扬州大学 Restoration-security multifunctional bracket of deformed wooden structure building
JP3198899U (en) * 2015-05-07 2015-07-30 大和スレート株式会社 Bending building material for cover roof
CN105781138A (en) * 2016-03-13 2016-07-20 北京工业大学 Steel assembling piece reinforcing device used for ancient wood building and allowing tenon and mortise joint to slip
CN207749855U (en) * 2018-01-01 2018-08-21 浙江中泰景观工程有限公司 A kind of historic building structure Tenon joint reinforcing device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001033014A1 (en) * 1999-10-29 2001-05-10 Robert Gordon Richards Support apparatus
CN103912135A (en) * 2014-04-04 2014-07-09 山东省产品质量检验研究院 Grid structure chord member correcting set and method
CN104234445A (en) * 2014-09-25 2014-12-24 扬州大学 Restoration-security multifunctional bracket of deformed wooden structure building
JP3198899U (en) * 2015-05-07 2015-07-30 大和スレート株式会社 Bending building material for cover roof
CN105781138A (en) * 2016-03-13 2016-07-20 北京工业大学 Steel assembling piece reinforcing device used for ancient wood building and allowing tenon and mortise joint to slip
CN207749855U (en) * 2018-01-01 2018-08-21 浙江中泰景观工程有限公司 A kind of historic building structure Tenon joint reinforcing device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000725A (en) * 2021-12-14 2022-02-01 西安建筑科技大学 A self-balancing ancient building skeleton correction and reset device and method
CN116025191A (en) * 2023-02-17 2023-04-28 凌寿 Building structure anti-seismic reinforcement connection system and connection method
CN116025191B (en) * 2023-02-17 2025-06-24 北京中成业达建筑劳务有限公司 A building structure seismic reinforcement connection system and connection method

Also Published As

Publication number Publication date
CN110080555B (en) 2021-04-27

Similar Documents

Publication Publication Date Title
CN110722318B (en) Accurate adjustable steel truss assembling jig frame and assembling method
CN107217866A (en) A kind of timber structure Tenon node of device shape-memory alloy wire
CN107035215A (en) A kind of electric pole correcting device of two-part righting
CN110080555A (en) A kind of rectification and recovery device of ancient building room skeleton
CN105804380A (en) Lifting portable scaffold
JP4796202B1 (en) Lifting scaffold
CN212153144U (en) Secondary tensioning platform device for prestressed large cantilever cover beam
CN104196221B (en) Large area is encorbelmented the construction bearing platform of building and erection method thereof
CN216553171U (en) Correction resetting means of ancient building room skeleton
CN206112269U (en) Device is shored in installation of adjustable square steel
CN115162773A (en) Temporary supporting device for large-scale suspension steel structure and construction method
CN100343462C (en) Tension reset method for twisted and tilted loft type wood tower
CN206681468U (en) A kind of electric pole correcting device of two-part righting
CN220565774U (en) Top beam supporting structure for house building
CN209228105U (en) A kind of strenthening member of pin
CN218643542U (en) A steel frame connection structure with high stability
CN211767398U (en) A fixing device for cement pole storage
CN217974075U (en) Anti-sliding device of highway bent cap hoop support system
CN206279855U (en) Rod-adjurstable formula steel column correcting structure
CN212836793U (en) Temporary fixing structure of inclined steel column
CN212453616U (en) A kind of building energy-saving stable formwork fixing bracket
CN209161380U (en) A kind of fixed device of Construction of Steel Structure
CN208749069U (en) An adjustable spreader for hanging basket
CN221488483U (en) A kind of connected greenhouse supporting steel pipe fixed structure
CN211447699U (en) Mounting bracket suitable for civil engineering

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210427

CF01 Termination of patent right due to non-payment of annual fee