CN116065434A - Lap joint structure of lightweight foam soil fill and roadbed - Google Patents

Lap joint structure of lightweight foam soil fill and roadbed Download PDF

Info

Publication number
CN116065434A
CN116065434A CN202211437907.5A CN202211437907A CN116065434A CN 116065434 A CN116065434 A CN 116065434A CN 202211437907 A CN202211437907 A CN 202211437907A CN 116065434 A CN116065434 A CN 116065434A
Authority
CN
China
Prior art keywords
overlapping
roadbed
frame
new
strips
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
CN202211437907.5A
Other languages
Chinese (zh)
Other versions
CN116065434B (en
Inventor
崔健
程涛
钱申春
彭申凯
危明
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.)
Anhui Road and Bridge Engineering Co Ltd
Original Assignee
Anhui Road and Bridge Engineering Co Ltd
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 Anhui Road and Bridge Engineering Co Ltd filed Critical Anhui Road and Bridge Engineering Co Ltd
Priority to CN202211437907.5A priority Critical patent/CN116065434B/en
Publication of CN116065434A publication Critical patent/CN116065434A/en
Application granted granted Critical
Publication of CN116065434B publication Critical patent/CN116065434B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00Foundations for pavings
    • E01C3/04Foundations produced by soil stabilisation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明公开了一种轻质泡沫土填土与路基的搭接结构,涉及路面施工技术领域,包括原有路基、新路基以及用于连接原有路基与新路基的多个搭接组件,其中:原有路基朝向新路基的一侧设置有多个台阶,多个搭接组件与多个台阶一一对应设置,并且搭接组件的两端分别与台阶和新路基固定连接;所述搭接组件包括搭接框和活动长条,所述搭接框的两端分别与台阶和新路基固定连接。本发明设计新颖,操作简单,通过搭接框的设置,在原有路基上开设有多个台阶,设置的搭接框数量与多个台阶数量相同,并且设置的搭接框规格符合相应的台阶,利用搭接框将原有路基和新路基之间进行横向连接,保证原有路基与新路基之间在长时间的使用后,不会发生裂痕。

Figure 202211437907

The invention discloses an overlapping joint structure of lightweight foam soil filling and roadbed, relates to the technical field of road surface construction, including an original roadbed, a new roadbed and a plurality of lap joint components used to connect the original roadbed and the new roadbed, wherein : the side of the original subgrade facing the new subgrade is provided with a plurality of steps, and the plurality of overlapping components are set in one-to-one correspondence with the plurality of steps, and the two ends of the overlapping components are respectively fixedly connected with the steps and the new subgrade; the overlapping The components include a lap joint frame and a movable strip, and the two ends of the lap joint frame are respectively fixedly connected with the steps and the new roadbed. The invention is novel in design and simple in operation. Through the setting of the overlapping frames, multiple steps are set on the original roadbed. The number of the overlapping frames is the same as the number of steps, and the specifications of the overlapping frames conform to the corresponding steps. Use the overlapping frame to connect the original subgrade and the new subgrade horizontally to ensure that there will be no cracks between the original subgrade and the new subgrade after long-term use.

Figure 202211437907

Description

一种轻质泡沫土填土与路基的搭接结构Lap joint structure of lightweight foam soil fill and roadbed

技术领域technical field

本发明涉及路面施工技术领域,具体涉及一种轻质泡沫土填土与路基的搭接结构。The invention relates to the technical field of road surface construction, in particular to an overlapping structure of lightweight foam soil filling and roadbed.

背景技术Background technique

泡沫水泥轻质土,是通过气泡机的发泡系统将发泡剂用机械方式充分发泡,并将泡沫与水泥浆均匀混合,然后经过发泡机的泵送系统进行现浇施工或模具成型,经自然养护所形成的一种含有大量封闭气孔的新型轻质保温材料。它属于气泡状绝热材料,突出特点是在混凝土内部形成封闭的泡沫孔,使混凝土轻质化和保温隔热化,利用泡沫水泥轻质土可以加宽或修补路面。Foamed cement light soil, through the foaming system of the foaming machine, the foaming agent is fully foamed by mechanical means, and the foam is evenly mixed with the cement slurry, and then the pumping system of the foaming machine is used for cast-in-place construction or mold forming , a new type of lightweight thermal insulation material containing a large number of closed pores formed by natural conservation. It belongs to the bubble-like thermal insulation material, and its outstanding feature is that it forms closed foam holes inside the concrete, which makes the concrete lightweight and thermally insulated. The use of foam cement light soil can widen or repair the road surface.

路基是轨道或者路面的基础,是经过开挖或填筑而形成的土工构筑物。随着社会的发展,现有路基的宽度无法满足交通需求,因此需要对现有的路基进行加宽或者修补。The subgrade is the foundation of the track or road surface, and it is a geotechnical structure formed after excavation or filling. With the development of society, the width of the existing roadbed cannot meet the traffic demand, so the existing roadbed needs to be widened or repaired.

在利用泡沫水泥轻质土对原有路基进行加宽或修补时,一般是在原有的路基上开设有台阶,利用台阶的设置增加了与新路基之间的接触面积,进而提高原有路基与新路基拼接面的连接,但是仅利用台阶的设置,无法保证原有路基与新路基之间的横向连接作用力以及纵向连接作用力,在新路基施工完成后,长时间的使用后,新路基会和原有路基之间出现相对沉降的情况,影响使用。When using foam cement light soil to widen or repair the original roadbed, steps are generally provided on the original roadbed, and the setting of steps increases the contact area with the new roadbed, thereby improving the relationship between the original roadbed and the new roadbed. The connection of the splicing surface of the new subgrade, but only using the setting of steps, cannot guarantee the horizontal connection force and the vertical connection force between the original subgrade and the new subgrade. There will be relative settlement with the original roadbed, which will affect the use.

发明内容Contents of the invention

本发明的目的在于提供一种轻质泡沫土填土与路基的搭接结构。The purpose of the present invention is to provide an overlapping joint structure of lightweight foam soil filling and roadbed.

本发明所解决的技术问题为:The technical problem solved by the present invention is:

(1)、现有技术中,在将原有路基与新路基之间进行连接时,只是单纯的通过设置在原有路基上的台阶提高连接接触面积,但是该设置,对原有路基和新路基之间的横向连接作用力较差,长时间的使用后,新路基与原有路基之间容易产生裂痕;(1), in the prior art, when connecting between the original roadbed and the new roadbed, the connection contact area is simply increased by the steps arranged on the original roadbed, but this setting has no effect on the original roadbed and the new roadbed. The horizontal connection force between them is poor, and after long-term use, cracks are likely to occur between the new roadbed and the original roadbed;

(2)、同时在将原有路基与新路基之间进行连接时,新路基与原有路基之间没有纵向的连接作用力,进而在将新路基与原有路基之间进行连接好后,在长时间的使用过程中,新路基容易与原有路基之间发生相对沉降的情况。(2) At the same time, when connecting the original roadbed with the new roadbed, there is no longitudinal connection force between the new roadbed and the original roadbed, and then after the new roadbed is connected with the original roadbed, During long-term use, the relative settlement between the new roadbed and the original roadbed is easy to occur.

本发明的目的可以通过以下技术方案实现:The purpose of the present invention can be achieved through the following technical solutions:

一种轻质泡沫土填土与路基的搭接结构,包括原有路基、新路基以及用于连接原有路基与新路基的多个搭接组件,其中:原有路基朝向新路基的一侧设置有多个台阶,多个搭接组件与多个台阶一一对应设置,并且搭接组件的两端分别与台阶和新路基固定连接;An overlapping structure of light foam soil fill and roadbed, including the original roadbed, new roadbed and multiple overlapping components for connecting the original roadbed and the new roadbed, wherein: the side of the original roadbed faces the new roadbed A plurality of steps are provided, and a plurality of overlapping assemblies are provided in one-to-one correspondence with the plurality of steps, and both ends of the overlapping assemblies are respectively fixedly connected to the steps and the new subgrade;

所述搭接组件包括搭接框和活动长条,所述搭接框的两端分别与台阶和新路基固定连接,搭接框的内侧设置有多个连接长条,多个连接长条平行布置,并且任意相邻两个连接长条之间形成间隙;活动长条可拆卸的安装在多个连接长条上,活动长条设置为多个,任意相邻两个活动长条之间的距离可调;The overlapping assembly includes an overlapping frame and a movable strip, and the two ends of the overlapping frame are fixedly connected to the steps and the new roadbed respectively, and a plurality of connecting strips are arranged on the inner side of the overlapping frame, and the plurality of connecting strips are parallel to each other. Arrangement, and a gap is formed between any two adjacent connecting strips; the movable strip is detachably installed on multiple connecting strips, the movable strip is set to be multiple, and the gap between any adjacent two movable strips Adjustable distance;

所述搭接组件还包括纵向连接件,所述纵向连接件设置在搭接框上,并且纵向连接件用于连接任意相邻的两个搭接框。The overlapping assembly also includes a longitudinal connecting piece, the longitudinal connecting piece is arranged on the overlapping frame, and the longitudinal connecting piece is used for connecting any two adjacent overlapping frames.

作为本发明进一步的方案:所述活动长条沿垂直连接长条的长度方向布置。As a further solution of the present invention: the movable strips are arranged along the length direction of the vertically connected strips.

作为本发明进一步的方案:所述活动长条的底部固定连接有多个固定块,多个固定块沿活动长条的长度方向布置,并且固定块的大小与任意相邻两个连接长条之间形成的间隙大小相适配。As a further solution of the present invention: the bottom of the movable strip is fixedly connected with a plurality of fixed blocks, the plurality of fixed blocks are arranged along the length direction of the movable strip, and the size of the fixed block is the same as that between any two adjacent connected strips. Match the size of the gap formed between them.

作为本发明进一步的方案:所述纵向连接件包括设置在搭接框同一侧部的转动杆和固定销,所述转动杆一端转动安装在搭接框的侧部,转动杆的另一端开设有凹槽,所述固定销固定安装在搭接框侧部,并且固定销的外圆周与凹槽的大小相适配。As a further solution of the present invention: the longitudinal connector includes a rotating rod and a fixed pin arranged on the same side of the overlapping frame, one end of the rotating rod is rotatably mounted on the side of the overlapping frame, and the other end of the rotating rod is provided with a A groove, the fixing pin is fixedly installed on the side of the overlapping frame, and the outer circumference of the fixing pin matches the size of the groove.

作为本发明进一步的方案:所述搭接组件还包括多个固定件,多个固定件设置于搭接框上,所述固定件包括抓地锚杆,所述抓地锚杆上设置有套环,套环的外圆周上固定安装有两个L形杆,L形杆与套环之间形成距离固定的夹持区,所述连接长条的宽度大小与夹持区的大小相适配。As a further solution of the present invention: the overlapping assembly further includes a plurality of fixing pieces, and a plurality of fixing pieces are arranged on the overlapping frame, and the fixing pieces include a ground anchor, and a sleeve is arranged on the grasping anchor Two L-shaped rods are fixedly installed on the outer circumference of the ring, and a clamping area with a fixed distance is formed between the L-shaped rods and the ring, and the width of the connecting strip matches the size of the clamping area .

作为本发明进一步的方案:所述抓地锚杆上开设有外螺纹,套环内侧开设有与外螺纹相适配的内螺纹,并且套环通过内螺纹安装在抓地锚杆上。As a further solution of the present invention: the ground anchor is provided with an external thread, the inside of the collar is provided with an internal thread matching the external thread, and the collar is installed on the ground anchor through the internal thread.

作为本发明进一步的方案:位于所述搭接框同一侧部的转动杆和固定销均设置为两个,两个固定销位于两个转动杆之间。As a further solution of the present invention: there are two rotating rods and fixing pins located on the same side of the overlapping frame, and the two fixing pins are located between the two rotating rods.

与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:

1、通过搭接框的设置,在原有路基上开设有多个台阶,设置的搭接框数量与多个台阶数量相同,并且设置的搭接框规格符合相应的台阶,利用搭接框将原有路基和新路基之间进行横向连接,保证原有路基与新路基之间在长时间的使用后,不会发生裂痕;1. Through the setting of lap frames, there are multiple steps on the original roadbed. The number of lap frames set is the same as the number of steps, and the specifications of the lap frames are in line with the corresponding steps. There is a horizontal connection between the subgrade and the new subgrade to ensure that there will be no cracks between the original subgrade and the new subgrade after long-term use;

2、通过在搭接框上设置纵向连接件,在利用搭接框对台阶与新路基之间进行横向连接后,可以通过纵向连接件将任意相邻两个搭接框之间进行纵向连接,使得两个搭接框之间具有纵向的连接作用力,保证新路基整体的稳定性,使得新路基与原有路基之间不会发生相对沉降;2. By setting the vertical connector on the lap frame, after using the lap frame to connect the steps and the new subgrade horizontally, any two adjacent lap frames can be longitudinally connected through the longitudinal connector, Make the two overlapping frames have a longitudinal connection force, ensure the overall stability of the new subgrade, and prevent relative settlement between the new subgrade and the original subgrade;

3、通过固定件的设置,对于搭接框与台阶之间的固定,设置套环在抓地锚杆上的高度可调,进而调节了L形杆与套环外圆周之间所形成夹持区在抓地锚杆上的高度,便于夹持区可以适应不同的台阶对搭接框进行不同深度的固定。3. Through the setting of the fixing parts, for the fixing between the lap joint frame and the steps, the height of the collar on the grip anchor rod can be adjusted, and then the clamping formed between the L-shaped rod and the outer circumference of the collar can be adjusted. The height of the area on the ground anchor rod is convenient for the clamping area to adapt to different steps to fix the overlapping frame at different depths.

附图说明Description of drawings

下面结合附图对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings.

图1是本发明的剖视结构示意图;Fig. 1 is the sectional structure schematic diagram of the present invention;

图2是本发明中的搭接框整体结构示意图一;Fig. 2 is a schematic diagram 1 of the overall structure of the lap joint frame in the present invention;

图3是本发明中的搭接框整体结构示意图二;Fig. 3 is a schematic diagram of the overall structure of the lap joint frame II in the present invention;

图4是本发明中的搭接框整体结构示意图三;Fig. 4 is a schematic diagram three of the overall structure of the lap joint frame in the present invention;

图5是图2中的A处放大结构示意图;Fig. 5 is a schematic diagram of an enlarged structure at A in Fig. 2;

图6是本发明中的活动长条整体结构示意图;Fig. 6 is a schematic diagram of the overall structure of the movable bar in the present invention;

图7是本发明中固定件的第一实施例整体结构示意图;Fig. 7 is a schematic diagram of the overall structure of the first embodiment of the fixing member in the present invention;

图8是本发明中固定件的第二实施例整体结构示意图;Fig. 8 is a schematic diagram of the overall structure of the second embodiment of the fixing member in the present invention;

图9是本发明中的原有路基整体结构示意图。Fig. 9 is a schematic diagram of the overall structure of the original roadbed in the present invention.

图中:1、原有路基;2、新路基;3、搭接组件;4、台阶;5、搭接框;6、活动长条;7、连接长条;8、固定块;9、转动杆;10、固定销;11、凹槽;12、固定件;13、抓地锚杆;14、套环;15、L形杆;16、外螺纹;17、基底层;18、碎石底基层;19、水泥稳定碎石基层;20、泡沫水泥轻质土层。In the figure: 1. Original subgrade; 2. New subgrade; 3. Lap joint component; 4. Step; 5. Lap joint frame; 6. Movable strip; 7. Connecting strip; 8. Fixed block; Rod; 10, fixed pin; 11, groove; 12, fixed piece; 13, ground anchor; 14, collar; 15, L-shaped rod; 16, external thread; 17, base layer; 18, gravel bottom Base; 19. Cement stabilized gravel base; 20. Foam cement light soil layer.

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作出创造性劳动前提下所获得的所有其它实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

实施例一:Embodiment one:

如图1-图7和图9所示,一种轻质泡沫土填土与路基的搭接结构,包括原有路基1和新路基2,在原有路基1和新路基2之间设置有多个搭接组件3,搭接组件3用于增加原有路基1与新路基2之间固定连接,保证原有路基1与新路基2之间具有横向的连接作用力和纵向的连接作用力,在原有路基1和新路基2使用过程中,保证二者之间不产生裂痕以及不发生相对沉降。As shown in Fig. 1-Fig. 7 and Fig. 9, a kind of overlapping structure of lightweight foam soil filling and subgrade, including original subgrade 1 and new subgrade 2, is arranged between original subgrade 1 and new subgrade 2. A lap assembly 3, the lap assembly 3 is used to increase the fixed connection between the original roadbed 1 and the new roadbed 2, to ensure that there is a horizontal connection force and a vertical connection force between the original roadbed 1 and the new roadbed 2, During the use of the original subgrade 1 and the new subgrade 2, ensure that there are no cracks and no relative settlement between the two.

如图1和图9所示,在原有路基1朝向新路基2的一侧开设有多个台阶4,具体的设置三个台阶4,相对应的,设置搭接组,3也为三个,三个搭接组件3分别与三个台阶4一一对应设置,搭接组件4的两端分别与台阶4和新路基2固定连接。多个搭接组件3可以根据实际需要搭接的位置来设置相应的规格,如图1所示,所设置的搭接组件3自下而上规格依次变大。As shown in Figure 1 and Figure 9, a plurality of steps 4 are provided on the side of the original roadbed 1 facing the new roadbed 2, specifically three steps 4 are set, and correspondingly, there are three overlapping groups, 3, The three overlapping components 3 are respectively provided in one-to-one correspondence with the three steps 4 , and the two ends of the overlapping components 4 are fixedly connected to the steps 4 and the new roadbed 2 respectively. Multiple overlapping components 3 can be set with corresponding specifications according to the actual overlapping positions. As shown in FIG. 1 , the specifications of the set overlapping components 3 become larger sequentially from bottom to top.

上述中的搭接组件3包括搭接框5和多个活动长条6,搭接框5的内侧固定连接有多个连接长条7,多个连接长条7平行设置,同时设置多个连接长条7均匀布置在搭接框5的内侧,任意相邻两个连接长条7之间形成大小固定的间隙;活动长条6可拆卸的安装在多个连接长条7上,在使用时,可以将多个活动长条6安装在连接长条7上,任意相邻两个活动长条6之间的距离可以调节,此设置可以使得搭接框5设置在不同的台阶4上时,可以承载不同类型的施工材料,不会发生漏料的情况,活动长条6的数量可以根据实际需求来进行设置。同时搭接框5的设置,搭接框5的两端分别与台阶4和新路基2之间固定连接,在原有台阶4的基础上,进一步的增加了原有路基1与新路基2之间的横向连接作用力,保证原有路基1与新路基2之间不会发生裂痕。如图1所示,三个搭接框5自下而上的按照相应的比例大小进行放大制作。The above-mentioned overlapping assembly 3 includes an overlapping frame 5 and a plurality of movable strips 6, and the inner side of the overlapping frame 5 is fixedly connected with a plurality of connecting strips 7, and a plurality of connecting strips 7 are arranged in parallel, and a plurality of connecting strips are arranged at the same time. The strips 7 are evenly arranged on the inner side of the overlapping frame 5, and a gap of fixed size is formed between any two adjacent connecting strips 7; , multiple movable strips 6 can be installed on the connecting strips 7, and the distance between any two adjacent movable strips 6 can be adjusted. This setting can make the overlapping frame 5 set on different steps 4, It can carry different types of construction materials without material leakage, and the number of movable strips 6 can be set according to actual needs. At the same time, with the setting of the lap joint frame 5, the two ends of the lap joint frame 5 are fixedly connected with the steps 4 and the new roadbed 2 respectively. The horizontal connection force ensures that there will be no cracks between the original roadbed 1 and the new roadbed 2. As shown in FIG. 1 , the three overlapping frames 5 are enlarged from bottom to top according to the corresponding scale.

如图3和图6所示,为了便于活动长条6可以连接长条7上顺畅滑动,对于活动长条6与连接长条7之间的位置设定,可以设置活动长条6沿垂直连接长条7的长度方向布置;同时设置活动长条6的底部固定连接有多个固定块8,多个固定块8沿活动长条6的长度方向布置,多个固定块8均匀布置,固定块8的大小与上述中任意相邻两个连接长条7之间形成的间隙大小相适配,进而固定块8可以插设进该间隙内,在其上方添加施工材料时,使得活动长条6与连接长条7之间相对稳定,进一步的保证承载在其上的施工材料不会发生漏料的情况。As shown in Figure 3 and Figure 6, in order to facilitate the smooth sliding of the movable strip 6 on the connected strip 7, for the position setting between the movable strip 6 and the connecting strip 7, the movable strip 6 can be set to connect vertically The length direction of strip 7 is arranged; the bottom of movable strip 6 is fixedly connected with a plurality of fixed blocks 8 simultaneously, and a plurality of fixed blocks 8 is arranged along the length direction of movable strip 6, and a plurality of fixed blocks 8 are evenly arranged, and fixed block The size of 8 is adapted to the size of the gap formed between any two adjacent connecting strips 7 mentioned above, and then the fixed block 8 can be inserted into the gap, and when construction materials are added above it, the movable strip 6 It is relatively stable with the connecting strip 7, which further ensures that the construction materials carried on it will not leak.

上述中的搭接组件3还包括纵向连接件,纵向连接件设置在搭接框5上,并且当多个搭接框5设置在对应的台阶4上时,纵向连接件可以将任意相邻的两个搭接框5之间进行纵向连接,保证两个搭接框5之间的纵向连接作用力,保证原有路基1与新路基2之间不会发生相对沉降。The overlapping assembly 3 in the above also includes a longitudinal connector, which is arranged on the overlapping frame 5, and when a plurality of overlapping frames 5 are arranged on the corresponding step 4, the longitudinal connecting member can connect any adjacent The longitudinal connection between the two overlapping frames 5 ensures the force of the longitudinal connection between the two overlapping frames 5 and ensures that no relative settlement occurs between the original roadbed 1 and the new roadbed 2 .

具体的,纵向连接件包括设置在搭接框5同一侧部的转动杆9和固定销10,转动杆9一端转动安装在搭接框5的侧部,转动杆9的另一端开设有凹槽11,对于固定销10的设置,固定销10固定安装在搭接框5的侧部。当多个搭接框5设置在对应的台阶4上时,可以驱使下方搭接框5上的转动杆9转动,使得转动杆9上的凹槽11可以卡设在上方搭接框5上的固定销10上,通过下方搭接框5的转动杆9和上方搭接框5的固定销10,将上下两个搭接框5之间进行了纵向连接,使上下两个搭接框5之间有一个纵向连接作用力。为了可以更好的增强上下两个搭接框5之间的纵向连接作用力,将位于搭接框5同一侧部的转动杆9和固定销10均设置为两个,两个固定销10位于两个转动杆9之间,使用时,上方搭接框5同一侧部可以受到下方搭接框5上两个转动杆9的纵向连接,受力均匀。Specifically, the longitudinal connector includes a rotating rod 9 and a fixed pin 10 arranged on the same side of the overlapping frame 5, one end of the rotating rod 9 is rotatably mounted on the side of the overlapping frame 5, and the other end of the rotating rod 9 is provided with a groove 11. Regarding the setting of the fixing pin 10 , the fixing pin 10 is fixedly installed on the side of the overlapping frame 5 . When a plurality of overlapping frames 5 are arranged on the corresponding steps 4, the rotating rod 9 on the overlapping frame 5 below can be driven to rotate, so that the groove 11 on the rotating rod 9 can be clamped on the overlapping frame 5 above. On the fixed pin 10, through the rotating rod 9 of the lower lap frame 5 and the fixed pin 10 of the upper lap frame 5, the upper and lower two lap frames 5 are longitudinally connected, so that the upper and lower two lap frames 5 There is a longitudinal connection force between them. In order to better enhance the longitudinal connecting force between the upper and lower two overlapping frames 5, two rotating rods 9 and fixed pins 10 positioned on the same side of the overlapping frame 5 are set to two, and the two fixed pins 10 are located at the same side of the overlapping frame 5. Between the two rotating rods 9, during use, the same side of the upper overlapping frame 5 can be longitudinally connected by the two rotating rods 9 on the lower overlapping frame 5, and the force is even.

如图2和图5以及图7所示,同时为了保证搭接框5两端分别与台阶4和新路基2之间的连接稳定,设置搭接组件3还包括多个固定件12,多个固定件12均匀的设置在搭接框5上,当搭接框5需要与台阶4进行固定时,可以利用固定件12将搭接框5与台阶4进行连接。具体的,固定件12包括抓地锚杆13,抓地锚杆13上固定设置有套环14,套环14的外圆周上固定安装有两个L形杆15,其中L形杆15与套环14的外圆周之间形成距离固定的夹持区,设置夹持区的大小与连接长条7的宽度大小相适配,进而在搭接框5设置于台阶4上时,工作人员可以将抓地锚杆13插设进任意相邻两个连接长条7形成的间隙内,同时相邻的两个连接长条7会分别置于两个夹持区内,在工作人员驱使抓地锚杆13向下移动的过程中,夹持区会将连接长条7进行抵压并锁定,在多个固定件12的作用下,搭接框5会被稳定的锁定在台阶4上。As shown in Fig. 2 and Fig. 5 and Fig. 7, in order to ensure that the two ends of the lapping frame 5 are respectively connected stably with the steps 4 and the new subgrade 2, the lapping assembly 3 is set to also include a plurality of fixing parts 12, a plurality of The fixing pieces 12 are evenly arranged on the overlapping frame 5 , and when the overlapping frame 5 needs to be fixed to the step 4 , the fixing piece 12 can be used to connect the overlapping frame 5 and the step 4 . Specifically, the fixing part 12 includes a ground anchor rod 13, a collar 14 is fixedly arranged on the ground anchor rod 13, and two L-shaped rods 15 are fixedly installed on the outer circumference of the collar 14, wherein the L-shaped rod 15 and the sleeve Between the outer circumferences of the rings 14, a clamping area with a fixed distance is formed, and the size of the clamping area is set to match the width of the connecting strip 7, and then when the overlapping frame 5 is arranged on the step 4, the staff can place the The ground anchor rod 13 is inserted into the gap formed by any two adjacent connecting strips 7, and the two adjacent connecting strips 7 will be respectively placed in the two clamping areas. When the staff drives the ground anchor During the downward movement of the rod 13 , the clamping area will press and lock the connecting strip 7 , and under the action of multiple fixing parts 12 , the overlapping frame 5 will be stably locked on the step 4 .

实施例二:Embodiment two:

本实施例与实施例一的区别在于,如图8所示,在抓地锚杆13上开设有外螺纹16,套环14的内侧设置有内螺纹,内螺纹与外螺纹16相适配,进而套环14通过内螺纹安装在抓地锚杆13上,在需要利用抓地锚杆13固定搭接框5时,可以根据台阶4的不同,来调节套环14在抓地锚杆13上的位置,也即调节了L形杆15与套环14外圆周之间所形成夹持区在抓地锚杆13上的高度,便于夹持区可以适应不同的台阶4对搭接框5进行不同深度的固定。The difference between this embodiment and Embodiment 1 is that, as shown in FIG. 8 , an external thread 16 is provided on the ground anchor rod 13 , and an internal thread is provided on the inner side of the collar 14 , and the internal thread matches the external thread 16 . Further, the collar 14 is installed on the ground anchor 13 through an internal thread, and when it is necessary to utilize the ground anchor 13 to fix the lap frame 5, the collar 14 can be adjusted on the ground anchor 13 according to the difference of the steps 4 position, that is, the height of the clamping area formed between the L-shaped bar 15 and the outer circumference of the collar 14 is adjusted on the ground anchor rod 13, so that the clamping area can adapt to different steps. 4 pairs of overlapping frames 5 Fixation at different depths.

本发明的工作原理:在进行原有路基1和新路基2的搭接时,可以在原有路基1的一侧开设三个台阶4,在三个台阶4自下而上的方向上铺设相应的施工材料,相应的施工材料铺设好后依次形成基底层17、碎石底基层18、水泥稳定碎石基层19和泡沫水泥轻质土层20,所形成的基底层17、碎石底基层18、水泥稳定碎石基层19和泡沫水泥轻质土层20构成新路基2,三个台阶4自下而上依次称为第一台阶、第二台阶和第三台阶。其中基底层17与第一台阶齐平,然后再该基底层17和第一台阶上方置放搭接框5,然后在搭接框5上安装多个活动长条6,多个活动长条6数量根据其上所要铺设的施工材料进行设置,根据活动长条6数量的设置,可以改变任意相邻两个活动长条6之间形成的距离,便于承载其上方所要施加的施工材料,接着利用抓地锚杆13将搭接框5四周均匀受力的安装在第一台阶和基底层17上;安装完成后,在搭接框5上方铺设相应的施工材料以形成碎石底基层18,所形成的碎石底基层18与第二台阶齐平,然后在碎石底基层18上方置放另一规格的搭接框5,在搭接框5上安装相应数量的活动长条6,任意相邻两个活动长条6之间设置的距离可以承载其上方所要铺设的施工材料,接着利用抓地锚杆13将搭接框5固定在第二台阶和碎石底基层18上,固定完成后,可以将下方搭接框5上的转动杆9转动相应角度,使转动杆9上的凹槽11卡设在刚固定完成后的搭接框5(也即图1中所示位于中间的搭接框)上的固定销10上,使得该搭接框5可以与其下方的搭接框5之间产生一个纵向连接作用力;接着在第二个搭接框5上铺设相应的施工材料以形成水泥稳定碎石基层19,所形成的水泥稳定碎石基层19与第三台阶齐平然后在水泥稳定碎石基层19上方置放搭接框5,在该搭接框5上安装相应数量的活动长条6,任意相邻两个活动长条6之间设置的距离可以承载其上方所要铺设的施工材料,接着利用抓地锚杆13将搭接框5固定在第三台阶和水泥稳定碎石基层19上,固定完成后,将位于中间的搭接框5上的转动杆9转动相应角度,使转动杆9上的凹槽11卡设在刚固定完成后的搭接框5(也即图1中所示位于上方的搭接框)上的固定销10上,使得该搭接框5可以与其下方的搭接框5之间产生一个纵向的连接作用力;接着在第三个搭接框5上方铺设相应的施工材料以形成泡沫水泥轻质土层20,也即完成原有路基1和新路基2的搭接。The working principle of the present invention: when carrying out the overlapping of original subgrade 1 and new subgrade 2, three steps 4 can be set up on one side of original subgrade 1, and the corresponding step 4 can be laid on the direction of three steps 4 from bottom to top. Construction materials, after the corresponding construction materials are laid, the base layer 17, the crushed stone base layer 18, the cement stabilized crushed stone base layer 19 and the foam cement light soil layer 20 are successively formed, and the formed base layer 17, the crushed stone base layer 18, The cement stabilized crushed stone base 19 and the foam cement light soil layer 20 constitute the new subgrade 2, and the three steps 4 are called the first step, the second step and the third step from bottom to top. Wherein the base layer 17 is flush with the first step, then place the overlapping frame 5 above the base layer 17 and the first step, then install a plurality of movable strips 6 on the overlapping frame 5, and a plurality of movable strips 6 The quantity is set according to the construction materials to be laid on it, and according to the setting of the number of movable strips 6, the distance formed between any two adjacent movable strips 6 can be changed to facilitate the carrying of the construction materials to be applied above it, and then use Grab the ground anchor rod 13 and install it on the first step and the base layer 17 evenly around the lap frame 5; The formed crushed stone subbase 18 is flush with the second step, then place another specification lap frame 5 above the crushed stone subbase 18, and install a corresponding number of movable strips 6 on the lap frame 5, any relative The distance set between the adjacent two movable strips 6 can carry the construction material to be laid above it, and then use the ground anchor 13 to fix the lap frame 5 on the second step and the gravel subbase 18, after the fixation is completed , the rotating rod 9 on the lower overlapping frame 5 can be rotated at a corresponding angle, so that the groove 11 on the rotating rod 9 is stuck in the overlapping frame 5 just after the fixing is completed (that is, the overlapping frame in the middle shown in FIG. 1 on the fixed pin 10 on the frame) so that a longitudinal connection force can be generated between the frame 5 and the frame 5 below it; then corresponding construction materials are laid on the second frame 5 to form Cement-stabilized macadam base 19, the formed cement-stabilized macadam base 19 is flush with the third step and then a lap frame 5 is placed above the cement-stabilized macadam base 19, and a corresponding number of movable parts are installed on the lap frame 5 The strip 6, the distance set between any two adjacent movable strips 6 can carry the construction material to be laid above it, and then use the ground anchor 13 to fix the lap frame 5 on the third step and the cement stabilized macadam On the base layer 19, after the fixing is completed, the rotating rod 9 on the middle overlapping frame 5 is rotated at a corresponding angle, so that the groove 11 on the rotating rod 9 is stuck on the overlapping frame 5 (that is, shown in Fig. 1 shown on the fixed pin 10 on the upper overlapping frame), so that a longitudinal connection force can be generated between the overlapping frame 5 and the overlapping frame 5 below it; then the third overlapping frame 5. Corresponding construction materials are laid on the top to form the foam cement lightweight soil layer 20, that is, to complete the overlapping of the original roadbed 1 and the new roadbed 2.

以上对本发明的一个实施例进行了详细说明,但所述内容仅为本发明的较佳实施例,不能被认为用于限定本发明的实施范围。凡依本发明申请范围所作的均等变化与改进等,均应仍归属于本发明的专利涵盖范围之内。An embodiment of the present invention has been described in detail above, but the content described is only a preferred embodiment of the present invention, and cannot be considered as limiting the implementation scope of the present invention. All equivalent changes and improvements made according to the application scope of the present invention shall still belong to the scope covered by the patent of the present invention.

Claims (7)

1.一种轻质泡沫土填土与路基的搭接结构,其特征在于,包括原有路基(1)、新路基(2)以及用于连接原有路基(1)与新路基(2)的多个搭接组件(3),其中:原有路基(1)朝向新路基(2)的一侧设置有多个台阶(4),多个搭接组件(3)与多个台阶(4)一一对应设置,并且搭接组件(3)的两端分别与台阶(4)和新路基(2)固定连接;1. A light foam soil fill and roadbed lap joint structure is characterized in that it comprises the original roadbed (1), the new roadbed (2) and is used to connect the original roadbed (1) and the new roadbed (2) a plurality of overlapping components (3), wherein: the side of the original roadbed (1) facing the new roadbed (2) is provided with a plurality of steps (4), and the plurality of overlapping components (3) and the plurality of steps (4 ) are set in one-to-one correspondence, and the two ends of the lap assembly (3) are fixedly connected to the step (4) and the new roadbed (2) respectively; 所述搭接组件(3)包括搭接框(5)和活动长条(6),所述搭接框(5)的两端分别与台阶(4)和新路基(2)固定连接,搭接框(5)的内侧设置有多个连接长条(7),多个连接长条(7)平行布置,并且任意相邻两个连接长条(7)之间形成间隙;活动长条(6)可拆卸的安装在多个连接长条(7)上,活动长条(6)设置为多个,任意相邻两个活动长条(6)之间的距离可调;The overlapping assembly (3) includes an overlapping frame (5) and a movable strip (6), and the two ends of the overlapping frame (5) are fixedly connected with the steps (4) and the new roadbed (2) respectively, and the overlapping The inner side of the frame (5) is provided with a plurality of connection strips (7), the plurality of connection strips (7) are arranged in parallel, and a gap is formed between any adjacent two connection strips (7); the movable strip ( 6) It is detachably installed on multiple connecting strips (7), the movable strips (6) are set in multiples, and the distance between any two adjacent movable strips (6) is adjustable; 所述搭接组件(3)还包括纵向连接件,所述纵向连接件设置在搭接框(5)上,并且纵向连接件用于连接任意相邻的两个搭接框(5)。The overlapping assembly (3) also includes a longitudinal connecting piece, which is arranged on the overlapping frame (5), and the longitudinal connecting piece is used to connect any two adjacent overlapping frames (5). 2.根据权利要求1所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,所述活动长条(6)沿垂直连接长条(7)的长度方向布置。2. The overlapping structure of lightweight foam soil filling and roadbed according to claim 1, characterized in that, the movable strips (6) are arranged along the length direction of the vertically connected strips (7). 3.根据权利要求2所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,所述活动长条(6)的底部固定连接有多个固定块(8),多个固定块(8)沿活动长条(6)的长度方向布置,并且固定块(8)的大小与任意相邻两个连接长条(7)之间形成的间隙大小相适配。3. The overlapping structure of a kind of lightweight foam soil filling and roadbed according to claim 2, characterized in that, the bottom of the movable strip (6) is fixedly connected with a plurality of fixed blocks (8), more A fixed block (8) is arranged along the length direction of the movable strip (6), and the size of the fixed block (8) is adapted to the size of the gap formed between any two adjacent connecting strips (7). 4.根据权利要求3所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,所述纵向连接件包括设置在搭接框(5)同一侧部的转动杆(9)和固定销(10),所述转动杆(9)一端转动安装在搭接框(5)的侧部,转动杆(9)的另一端开设有凹槽(11),所述固定销(10)固定安装在搭接框(5)侧部,并且固定销(10)的外圆周与凹槽(11)的大小相适配。4. A kind of overlapping structure of lightweight foam soil filling and roadbed according to claim 3, characterized in that, said longitudinal connector comprises a rotating rod (9) arranged on the same side of the overlapping frame (5) ) and a fixed pin (10), one end of the rotating rod (9) is rotated and mounted on the side of the lap frame (5), and the other end of the rotating rod (9) is provided with a groove (11), and the fixed pin ( 10) It is fixedly installed on the side of the overlapping frame (5), and the outer circumference of the fixed pin (10) matches the size of the groove (11). 5.根据权利要求1-4中任一项所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,所述搭接组件(3)还包括多个固定件(12),多个固定件(12)设置于搭接框(5)上,所述固定件(12)包括抓地锚杆(13),所述抓地锚杆(13)上设置有套环(14),套环(14)的外圆周上固定安装有两个L形杆(15),L形杆(15)与套环(14)之间形成距离固定的夹持区,所述连接长条(7)的宽度大小与夹持区的大小相适配。5. The overlapping structure of a kind of lightweight foam soil filling and roadbed according to any one of claims 1-4, characterized in that, the overlapping assembly (3) also includes a plurality of fixing parts (12 ), a plurality of fixing parts (12) are arranged on the overlapping frame (5), and the fixing parts (12) include a ground anchor (13), and a collar ( 14), two L-shaped bars (15) are fixedly installed on the outer circumference of the collar (14), and a clamping area with a fixed distance is formed between the L-shaped bars (15) and the collar (14), and the connection length is The width of the bar (7) is adapted to the size of the clamping area. 6.根据权利要求5所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,所述抓地锚杆(13)上开设有外螺纹(16),套环(14)内侧开设有与外螺纹(16)相适配的内螺纹,并且套环(14)通过内螺纹安装在抓地锚杆(13)上。6. The overlapping structure of a kind of lightweight foam soil filling and roadbed according to claim 5, characterized in that, the ground anchor (13) is provided with an external thread (16), and the collar (14 ) inside is provided with the internal thread that is compatible with the external thread (16), and the collar (14) is installed on the ground anchor rod (13) by the internal thread. 7.根据权利要求4所述的一种轻质泡沫土填土与路基的搭接结构,其特征在于,位于所述搭接框(5)同一侧部的转动杆(9)和固定销(10)均设置为两个,两个固定销(10)位于两个转动杆(9)之间。7. The overlapping structure of a kind of lightweight foam soil filling and roadbed according to claim 4, characterized in that, the rotating rod (9) and the fixed pin ( 10) are all set to two, and two fixed pins (10) are positioned between two rotating rods (9).
CN202211437907.5A 2022-11-15 2022-11-15 A lap joint structure of lightweight foam soil fill and roadbed Active CN116065434B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202211437907.5A CN116065434B (en) 2022-11-15 2022-11-15 A lap joint structure of lightweight foam soil fill and roadbed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202211437907.5A CN116065434B (en) 2022-11-15 2022-11-15 A lap joint structure of lightweight foam soil fill and roadbed

Publications (2)

Publication Number Publication Date
CN116065434A true CN116065434A (en) 2023-05-05
CN116065434B CN116065434B (en) 2025-04-01

Family

ID=86177714

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202211437907.5A Active CN116065434B (en) 2022-11-15 2022-11-15 A lap joint structure of lightweight foam soil fill and roadbed

Country Status (1)

Country Link
CN (1) CN116065434B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009297A (en) * 2016-07-11 2018-01-18 ジャパンコンステック株式会社 Road structure at the boundary between road structure and embankment
CN112064435A (en) * 2020-09-22 2020-12-11 陕西省交通投资集团有限公司 Lap joint construction process for asphalt concrete highway extension
CN112323559A (en) * 2020-11-04 2021-02-05 深圳市罗湖建筑安装工程有限公司 Transverse new and old roadbed connecting structure and construction method
CN214573031U (en) * 2021-04-21 2021-11-02 河北华跃工程科技有限公司 Anti-crack roadbed and pavement structure
CN214782977U (en) * 2021-02-20 2021-11-19 洛阳市规划建筑设计研究院有限公司 New and old road bed mosaic structure
CN217174220U (en) * 2022-01-22 2022-08-12 山东省高速养护集团有限公司 Overlap joint structure of new and old road bed seam

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018009297A (en) * 2016-07-11 2018-01-18 ジャパンコンステック株式会社 Road structure at the boundary between road structure and embankment
CN112064435A (en) * 2020-09-22 2020-12-11 陕西省交通投资集团有限公司 Lap joint construction process for asphalt concrete highway extension
CN112323559A (en) * 2020-11-04 2021-02-05 深圳市罗湖建筑安装工程有限公司 Transverse new and old roadbed connecting structure and construction method
CN214782977U (en) * 2021-02-20 2021-11-19 洛阳市规划建筑设计研究院有限公司 New and old road bed mosaic structure
CN214573031U (en) * 2021-04-21 2021-11-02 河北华跃工程科技有限公司 Anti-crack roadbed and pavement structure
CN217174220U (en) * 2022-01-22 2022-08-12 山东省高速养护集团有限公司 Overlap joint structure of new and old road bed seam

Also Published As

Publication number Publication date
CN116065434B (en) 2025-04-01

Similar Documents

Publication Publication Date Title
CN101906768B (en) Panel construction method of concrete faced rock-fill dam
CN111576127B (en) Highway engineering new and old pavement splicing structure and construction method thereof
CN105951876A (en) Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof
CN110230271A (en) Bridge biased displacement post-reinforcing resets construction method
CN109914472A (en) A kind of prefabricated comprehensive pipe gallery in soft soil area and its construction method
CN103194949B (en) Structure and method for repairing cracks of oblique prestressed cement concrete pavement
CN110554166A (en) Multipurpose tunnel detection model test device and method
CN208935564U (en) A kind of Pipe installing, location structure
CN110820455A (en) Construction process for lapping and expanding roadbed of asphalt concrete highway
CN116065434A (en) Lap joint structure of lightweight foam soil fill and roadbed
Mezhoud et al. Field investigations on injection method for sealing longitudinal reflective cracks
CN109723043A (en) Irrigation and drainage Open Channel Construction method
CN110273435A (en) A kind of construction of city open trench tunnel
CN115506810A (en) Preparation method and construction technology of seamless expansion joint material for underpassing tunnel
CN107165017A (en) The permanent composite pavement structure transformed for old asphalt pavement
CN115288031A (en) Construction method for temporary expansion joint of bridge
CN108562467A (en) A kind of rocks test specimen joint generates experimental rig and test method
Chunshan et al. Selection of reasonable scheme of entering into a working well in shield construction
CN207003171U (en) Permanent composite pavement structure for old asphalt pavement transformation
CN218842765U (en) A splicing structure of new and old roadbed and pavement for road engineering
CN115976901A (en) Construction method for supporting fast-built airport assembly pavement
CN116479703B (en) Expressway pavement maintenance method
CN211735092U (en) Concrete bridge deck guide rail formwork system
KR100387105B1 (en) Self-Leveling and backfill settlement-free material, manufacturing method thereof and construction method using the same
CN109267580A (en) A kind of steel bar combined structure and casting method of concrete

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