CN103993755B - A reinforcement structure and method for strengthening the connection of walls and columns of ancient residential buildings - Google Patents
A reinforcement structure and method for strengthening the connection of walls and columns of ancient residential buildings Download PDFInfo
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Abstract
Description
技术领域 technical field
本发明属于建筑物加固技术领域,涉及一种加强古民居建筑墙柱连接的加固结构及方法。 The invention belongs to the technical field of building reinforcement, and relates to a reinforcement structure and a method for strengthening the wall column connection of ancient residential buildings.
背景技术 Background technique
我国历史悠久,中国古民居建筑最有特色。这些房屋时代久远,但很多至今仍然使用,其中大部分古民居建筑都是木构架承重体系,梁、柱形成的类框架起主要承载作用,墙体更多的是一种满足功能需求的辅助性设施,起到保温、隔雨等围护作用,所谓的“墙倒屋不塌”,这种结构形式是我国古代工匠智慧的结晶,是我国历史文化的瑰宝。但围护墙体由于是自承重墙体,计算高度大,稳定性不足,由于偏心、歪闪或不均匀沉降等原因,墙体常出现稳定性不足而倒塌,墙体倒塌虽不至于造成整个结构的失效,但也会导致房屋内人身和财产损失等严重后果。本发明利用古民居建筑墙体的构造,在墙体和内部木框架柱之间增加有效的连接,使墙体与内部框架形成有效拉结,从而显著提高古民居建筑的整体稳定性,对于防止古民居建筑倒塌有着重要意义。本发明采用场外预制构件、现场以组装为主的加固方案对墙柱连接进行加固,本发明是一种永久性加固方法,具有现场无明火作业、操作简单、应用方便,实用性强、适应对象广泛、对古民居建筑本体无损坏等特征,对防止量大面广的古民居建筑失稳破坏有着着广泛的应用前景。 Our country has a long history, and the ancient Chinese residential buildings are the most distinctive. These houses have a long history, but many of them are still in use today. Most of the ancient residential buildings are wooden frame load-bearing systems. The frame formed by beams and columns plays the main load-bearing role. The facilities play the role of insulation and rain protection. The so-called "the house will not collapse when the wall collapses". This structural form is the crystallization of the wisdom of ancient Chinese craftsmen and a treasure of Chinese history and culture. However, because the enclosure wall is a self-supporting wall, the calculated height is large and the stability is insufficient. Due to reasons such as eccentricity, skewing, or uneven settlement, the wall often collapses due to insufficient stability. Although the collapse of the wall will not cause the entire The failure of the structure, but it will also lead to serious consequences such as personal and property losses in the house. The present invention utilizes the structure of the walls of ancient residential buildings to increase effective connections between the walls and the internal wooden frame columns, so that the walls and the internal frames form effective knots, thereby significantly improving the overall stability of ancient residential buildings and preventing The collapse of ancient residential buildings is of great significance. The invention adopts off-site prefabricated components and on-site assembly-based reinforcement schemes to reinforce the wall-column connection. The invention is a permanent reinforcement method, which has the advantages of no open flame operation on site, simple operation, convenient application, strong practicability, and adaptability. It has the characteristics of wide range of objects and no damage to the ancient residential buildings. It has a broad application prospect for preventing the instability and damage of ancient residential buildings with a large number of areas.
发明内容 Contents of the invention
技术问题:本发明提供一种适用于内部采用木框架、外部采用围护砖墙形式的古民居建筑,能永久性的提高古民居建筑整体稳定性的加强古民居建筑墙柱连接的加固结构及方法。 Technical problem: The present invention provides a kind of ancient residential building that is suitable for the internal use of wooden frame and external enclosure brick wall, which can permanently improve the overall stability of the ancient residential building and strengthen the wall-column connection of the ancient residential building. method.
技术方案:本发明的加强古民居建筑墙柱连接的加固结构,包括墙体、位于墙体内侧的边柱、位于墙角内侧的角柱、沿边柱竖向间隔设置的多个边柱加固件、沿角柱竖向间隔设置的多个角柱加固件,边柱加固件将边柱与墙体加强固定为一体,包括绕边柱设置的U形连接件和设置在墙体外侧的长连接板,U形连接件沿周向部分裹住边柱,两端部穿过墙体后与长连接板固定连接;角柱加固件将角柱与墙角加强固定为一体,包括绕角柱设置的L形连接件和设置在墙角外侧的短连接板,L形连接件沿周向部分裹住角柱,两端部穿过墙体后与短连接板固定连接。 Technical solution: The reinforcement structure for strengthening the wall-column connection of ancient residential buildings of the present invention includes a wall, a side column located inside the wall, a corner column located inside the wall corner, a plurality of side column reinforcements arranged at vertical intervals along the side column, and a A plurality of corner column reinforcements arranged at vertical intervals in the corner column, and the side column reinforcements strengthen and fix the side column and the wall as a whole, including U-shaped connectors arranged around the side columns and long connecting plates arranged on the outside of the wall, U-shaped The connector part wraps around the side column along the circumferential direction, and the two ends pass through the wall and are fixedly connected with the long connecting plate; the corner column reinforcement fixes the corner column and the wall corner as a whole, including the L-shaped connector arranged around the corner column and the The short connecting plate on the outer side of the wall corner, the L-shaped connecting piece wraps the corner column along the circumferential direction, and the two ends pass through the wall and are fixedly connected to the short connecting plate.
本发明加强古民居建筑墙柱连接的加固结构中,墙体、边柱和角柱均为古民居建筑中原有结构。 In the reinforcing structure for strengthening the connection of walls and columns of ancient residential buildings in the present invention, the walls, side columns and corner columns are all original structures in ancient residential buildings.
本发明的加强古民居建筑墙柱连接的加固方法,包括以下步骤: The reinforcement method for strengthening the wall column connection of ancient residential buildings of the present invention comprises the following steps:
1)按照以下方法在边柱的底部、中部和顶部分别安装边柱加固件:用U形连接件圆弧部分沿周向部分裹住边柱,将U形连接件两端穿过墙体砖缝伸出到墙外后,由内向外施加预紧力,使边柱与墙体内壁贴紧,然后将紧贴墙体外壁设置的长连接板与U形连接件的端部固定连接; 1) Install side column reinforcements at the bottom, middle and top of the side column respectively according to the following method: wrap the side column with the arc part of the U-shaped connector along the circumferential part, and pass the two ends of the U-shaped connector through the wall brick After the slit protrudes to the outside of the wall, a pre-tightening force is applied from the inside to the outside, so that the side column is tightly attached to the inner wall of the wall, and then the long connecting plate arranged close to the outer wall of the wall is fixedly connected to the end of the U-shaped connector;
2)按照以下方法在角柱底部、中部和顶部分别安装安装角柱加固件:用L形连接件圆弧部分沿周向部分裹住角柱,将L形连接件两端穿过墙体砖缝伸出到墙外后,由内向外施加预紧力,使角柱与墙体内壁贴紧,然后将紧贴墙体外壁设置的短连接板与L形连接件的端部固定连接; 2) Install the corner post reinforcements at the bottom, middle and top of the corner post according to the following method: Use the arc part of the L-shaped connector to wrap the corner post along the circumferential part, and extend the two ends of the L-shaped connector through the brick joint of the wall After reaching the outside of the wall, apply a pre-tightening force from the inside to the outside, so that the corner column is tightly attached to the inner wall of the wall, and then the short connecting plate that is set close to the outer wall of the wall is fixedly connected to the end of the L-shaped connector;
3)边柱加固件和角柱加固件全部安装完成后,将其伸出墙外的两端压至与墙面平齐。 3) After all the side post reinforcements and corner post reinforcements are installed, press the two ends protruding out of the wall until they are flush with the wall.
使用本发明的墙柱加固装置后,在古民居建筑的墙体和内框架之间可以形成有效的连接,使其共同工作,能有效提高古民居建筑的侧向刚度,改善其整体稳定性,延长其使用寿命。 After using the wall column reinforcement device of the present invention, an effective connection can be formed between the wall body and the inner frame of the ancient residential building, so that they can work together, which can effectively improve the lateral stiffness of the ancient residential building and improve its overall stability. Extend its service life.
有益效果:本发明与现有技术相比,具有以下优点: Beneficial effect: compared with the prior art, the present invention has the following advantages:
现有古民居建筑加固方法很多会对古民居建筑本体产生一定破坏,且工艺复杂,成本较高,适用范围小,加固装置也会影响古民居建筑外观造型,严重甚至影响古民居建筑的正常使用功能。而本发明具有适用性强,零件小巧,可更换,操作简单,应用方便,对建筑本身无破坏等优点,利用古民居建筑墙体砖缝等构造特征,在维护墙体和木框架之间形成有效的连接,使木框架和墙体相互侧向支撑,永久性地提高结构刚度,改善古民居建筑整体稳定性,能有效防止古民居建筑在地震、强风以及人为作用下的整体失稳倒塌。 Many existing ancient residential building reinforcement methods will cause certain damage to the ancient residential building body, and the process is complicated, the cost is high, the scope of application is small, and the reinforcement device will also affect the appearance of the ancient residential building, which seriously affects the normal use of the ancient residential building Features. However, the present invention has the advantages of strong applicability, small and exquisite parts, replaceable parts, simple operation, convenient application, and no damage to the building itself. It utilizes structural features such as brick joints in the walls of ancient residential buildings to form a protective structure between the maintenance wall and the wooden frame. The effective connection enables the wooden frame and the wall to support each other laterally, permanently increases the structural rigidity, improves the overall stability of the ancient residential building, and can effectively prevent the overall instability and collapse of the ancient residential building under earthquake, strong wind and human action.
本加固结构和加固方法在古民居建筑加固方面有着广泛的应用前景。 The reinforcement structure and reinforcement method have broad application prospects in the reinforcement of ancient residential buildings.
附图说明 Description of drawings
图1为本发明的加强古民居建筑墙柱连接的加固方法的立体示意图; Fig. 1 is the three-dimensional schematic diagram of the reinforcement method of strengthening ancient residential building wall column connection of the present invention;
图2为本发明装置中边柱加固件处的平面示意图; Fig. 2 is the schematic plan view of side column reinforcement part in the device of the present invention;
图3为图2中的1-1剖面示意图; Fig. 3 is a schematic sectional view of 1-1 in Fig. 2;
图4为图2中的2-2剖面示意图; Fig. 4 is a schematic sectional view of 2-2 in Fig. 2;
图5为本发明装置中角柱加固件处的平面示意图; Fig. 5 is the schematic plan view of corner post reinforcement part in the device of the present invention;
图6为图5中的3-3剖面示意图; Fig. 6 is a schematic cross-sectional view of 3-3 in Fig. 5;
图7为图5中的4-4剖面示意图; Fig. 7 is a schematic cross-sectional view of 4-4 in Fig. 5;
图8为本发明中U形连接件的立体示意图; Fig. 8 is a three-dimensional schematic diagram of a U-shaped connector in the present invention;
图9为本发明中L形连接件的立体示意图; Fig. 9 is a three-dimensional schematic diagram of an L-shaped connector in the present invention;
图10为本发明中开孔连接板的开孔尺寸详图; Fig. 10 is a detailed drawing of the opening size of the opening connecting plate in the present invention;
图中有:墙体1、边柱2、角柱3、边柱加固件4、角柱加固件5、U形连接件6、长连接板7、L形连接件8、短连接板9。 The figure has: body of wall 1, side column 2, corner column 3, side column reinforcement 4, corner column reinforcement 5, U-shaped connector 6, long connecting plate 7, L-shaped connecting member 8, and short connecting plate 9.
具体实施方式 detailed description
下面结合附图和具体实施方式对本发明做进一步说明。 The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1、2、3、4、5、6、7、8、9和10所示:一种加强古民居建筑墙柱连接的加固结构,包括墙体1、边柱2、角柱3、边柱加固件4和角柱加固件5; As shown in Figures 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10: a reinforcement structure for strengthening the wall-column connection of ancient residential buildings, including wall body 1, side column 2, corner column 3, side column Column reinforcement 4 and corner column reinforcement 5;
墙体1、边柱2和角柱3为古民居建筑中原有结构; Wall 1, side column 2 and corner column 3 are the original structures in ancient residential buildings;
边柱加固件4由U形连接件6和长连接板7组成,角柱加固件5由L形连接件8和短连接板9组成。U形连接件6由开孔连接板和半圆弧板组成,L形连接件8由开孔连接板和1/4圆弧板组成。 The side post reinforcement 4 is composed of a U-shaped connector 6 and a long connection plate 7 , and the corner post reinforcement 5 is composed of an L-shaped connector 8 and a short connection plate 9 . The U-shaped connector 6 is composed of a perforated connecting plate and a semicircular arc plate, and the L-shaped connector 8 is composed of a perforated connecting plate and a 1/4 circular arc plate.
开孔连接板和半圆弧板采用焊接连接,开孔连接板和1/4圆弧板也采用焊接连接。 The perforated connecting plate and the semicircular arc plate are connected by welding, and the perforated connecting plate and the 1/4 circular arc plate are also welded and connected.
U形连接件6沿周向部分裹住边柱2,两端部穿过墙体1砖缝,伸出到墙外,L形连接件8沿周向部分裹住角柱3,两端部穿过墙体1砖缝,伸出到墙外。 The U-shaped connector 6 partially wraps around the side column 2 along the circumferential direction, and the two ends pass through the brick joint of the wall 1 and protrudes out of the wall. The L-shaped connector 8 partially wraps around the corner column 3 along the circumferential direction, and the two ends pass through Through a brick joint in the wall, stretch out to the outside of the wall.
长连接板7在墙外侧穿过U形连接件6伸出墙外的两个平行孔洞,其两端伸出孔洞距离相等并紧贴墙体1布置,短连接板9在墙外侧穿过L形连接件8伸出墙外的单个孔洞,其两端伸出孔洞距离相等并紧贴墙体1布置。 The long connecting plate 7 passes through the U-shaped connecting piece 6 on the outside of the wall to protrude from two parallel holes outside the wall, and its two ends protrude from the holes at the same distance and are arranged close to the wall 1, and the short connecting plate 9 passes through the L on the outside of the wall. Shaped connector 8 stretches out of the single hole outside the wall, and its two ends stretch out the same distance from the hole and are arranged close to the body of wall 1 .
长连接板7、短连接板9、开孔连接板、半圆弧板和1/4圆弧板均采用钢材,由工厂预制而成。 The long connecting plate 7, the short connecting plate 9, the perforated connecting plate, the half-arc plate and the 1/4 arc plate are all made of steel and prefabricated by the factory.
本发明的实施方法如下: The implementation method of the present invention is as follows:
1.预制长连接板7:采用矩形钢板,长度为柱直径加100cm,宽度为2.5cm,厚度为2mm,钢材选用Q345钢。 1. Prefabricated long connecting plate 7: use rectangular steel plate, the length is the column diameter plus 100cm, the width is 2.5cm, and the thickness is 2mm. The steel material is Q345 steel.
2.预制短连接板9:采用矩形钢板,长度为50cm,宽度为2.5cm,厚度为2mm,钢材选用Q345钢。 2. Prefabricated short connecting plate 9: adopt rectangular steel plate, the length is 50cm, the width is 2.5cm, the thickness is 2mm, and the steel material is Q345 steel.
3.预制开孔连接板:采用矩形钢板,长度为柱半径加墙厚度再加49mm,宽度为5cm,厚度为2mm,在其一端开有T形孔洞,开洞尺寸如图10所示,钢材选用Q345钢。 3. Prefabricated opening connection plate: use rectangular steel plate, the length is the column radius plus the wall thickness plus 49mm, the width is 5cm, and the thickness is 2mm. There is a T-shaped hole at one end. The size of the hole is shown in Figure 10. The steel Choose Q345 steel.
4.预制半圆弧板:采用Q345钢,其内径等于柱外径,长度为柱周长的一半,宽度为5cm,厚度为2mm。 4. Prefabricated semi-circular arc plate: Q345 steel is used, the inner diameter is equal to the outer diameter of the column, the length is half of the column circumference, the width is 5cm, and the thickness is 2mm.
5.预制1/4圆弧板:采用Q345钢,其内径等于柱外径,长度为柱周长的1/4,宽度为5cm,厚度为2mm。 5. Prefabricated 1/4 arc plate: Q345 steel is used, the inner diameter is equal to the outer diameter of the column, the length is 1/4 of the column circumference, the width is 5cm, and the thickness is 2mm.
6.预制U形连接件6:将两个开孔连接板和一个半圆弧板按如图8所示放置,采用焊接方式连接。 6. Prefabricated U-shaped connector 6: place two open-hole connecting plates and a semi-circular arc plate as shown in Figure 8, and connect them by welding.
7.预制L形连接件8:将两个开孔连接板和一个1/4圆弧板按如图9所示放置,采用焊接方式连接。 7. Prefabricated L-shaped connector 8: place two opening connecting plates and a 1/4 arc plate as shown in Figure 9, and connect them by welding.
8.现场整体安装:按图1、图2和图5所示,在边柱2的底部、中部和顶部分别安装边柱加固件4,用U形连接件6圆弧部分沿周向部分裹住边柱2,将U形连接件6穿过墙体1砖缝伸出到墙外后,由内向外施加预紧力,使边柱2与墙体1内壁贴紧,将长连接板7穿过U形连接件6伸出墙外的两个平行孔洞,其两端伸出孔洞距离相等并紧贴墙体1布置。安装角柱加固件5,在角柱3的底部、中部和顶部分别安装角柱加固件5,用L形连接件8圆弧部分沿周向部分裹住角柱3,将L形连接件8穿过墙体1砖缝伸出到墙外后,由内向外施加预紧力,使角柱3与墙体1内壁贴紧,将短连接板9穿过L形连接件8伸出墙外的孔洞,其两端伸出孔洞距离相等并紧贴墙体1布置。边柱加固件4和角柱加固件5全部安装完成后,将开孔连接板伸出墙外的部分压至与墙面平齐,并将其棱角打磨光滑,防止出现安全事故。最后对所有加固构件进行除锈喷漆处理,漆的颜色与原墙体1保持一致或相近。 8. On-site overall installation: As shown in Figure 1, Figure 2 and Figure 5, side column reinforcements 4 are respectively installed at the bottom, middle and top of the side column 2, and the arc part of the U-shaped connector 6 is wrapped around the circumferential part. Hold the side column 2, extend the U-shaped connector 6 through the brick joint of the wall 1 to the outside of the wall, apply a pre-tightening force from the inside to the outside, make the side column 2 close to the inner wall of the wall 1, and connect the long connecting plate 7 The two parallel holes protruding out of the wall through the U-shaped connector 6 have the same distance from the holes at both ends and are arranged close to the wall 1 . Install the corner post reinforcement 5, respectively install the corner post reinforcement 5 at the bottom, middle and top of the corner post 3, wrap the corner post 3 with the arc part of the L-shaped connector 8 along the circumferential part, and pass the L-shaped connector 8 through the wall 1 After the brick seam protrudes out of the wall, apply a pre-tightening force from the inside to the outside, so that the corner column 3 is closely attached to the inner wall of the wall 1, and the short connecting plate 9 passes through the L-shaped connecting piece 8 to protrude from the hole outside the wall, and the two The ends protrude from the holes at the same distance and are arranged close to the wall 1. After the side column reinforcement 4 and the corner column reinforcement 5 are all installed, press the part of the opening connecting plate protruding out of the wall until it is flush with the wall, and its edges and corners are smoothed to prevent safety accidents. Finally, rust removal and painting are carried out on all reinforcement components, and the color of the paint is consistent with or similar to that of the original wall body 1.
应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本发明的保护范围。本实施例中未明确的各组成部分均可用现有技术加以实现。 It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the present invention, and these improvements and modifications should also be regarded as the protection scope of the present invention. All components that are not specified in this embodiment can be realized by existing technologies.
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US4452028A (en) * | 1980-09-19 | 1984-06-05 | Willard S. Norton | Structure and method for reinforcing a wall |
GB2199071A (en) * | 1986-12-15 | 1988-06-29 | Shui On Engineering Services L | Strengthening load bearing walls |
CN101054856A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rehabilitation method for ancient architecture wall |
CN102383618A (en) * | 2010-09-03 | 2012-03-21 | 上海天演建筑物移位工程有限公司 | Device and method for permanently strengthening old building |
CN103352583A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Method for reinforcing assembly type multilayer brick-concrete structure |
CN203947798U (en) * | 2014-05-20 | 2014-11-19 | 东南大学 | Strengthen the ruggedized construction that ancient folk building wall column connects |
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Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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US4452028A (en) * | 1980-09-19 | 1984-06-05 | Willard S. Norton | Structure and method for reinforcing a wall |
GB2199071A (en) * | 1986-12-15 | 1988-06-29 | Shui On Engineering Services L | Strengthening load bearing walls |
CN101054856A (en) * | 2007-05-22 | 2007-10-17 | 佛山市工程承包总公司 | Rehabilitation method for ancient architecture wall |
CN102383618A (en) * | 2010-09-03 | 2012-03-21 | 上海天演建筑物移位工程有限公司 | Device and method for permanently strengthening old building |
CN103352583A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Method for reinforcing assembly type multilayer brick-concrete structure |
CN203947798U (en) * | 2014-05-20 | 2014-11-19 | 东南大学 | Strengthen the ruggedized construction that ancient folk building wall column connects |
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