CN214219245U

CN214219245U - Municipal administration road design road surface domatic structure

Info

Publication number: CN214219245U
Application number: CN202022923123.6U
Authority: CN
Inventors: 宁伟博; 欧莲霞; 张建峰; 卓林; 刘松卫; 刘晓娜; 张志刚; 邢贝贝; 张晓航
Original assignee: Henan Linrun Construction Engineering Co ltd
Current assignee: Henan Linrun Construction Engineering Co ltd
Priority date: 2020-12-08
Filing date: 2020-12-08
Publication date: 2021-09-17
Anticipated expiration: 2030-12-08

Abstract

The application discloses town road design road surface slope surface structure, including the ground, the ground top is filled there is cement stabilized rubble lower base course, the bottom of the top fixed connection fourth baffle of cement stabilized rubble lower base course, the packing of fourth baffle top has cement stabilized rubble upper base course, cement stabilized rubble upper base course top fixed connection third baffle bottom, the packing of third baffle top has the mixed layer, mixed layer top fixed connection second baffle bottom. Lay cement stabilized macadam lower basal layer on the ground earlier, the rethread fourth baffle separates, and the one deck cement stabilized macadam upper base layer is laid again, and the rethread third baffle separates, lays the one deck and mixes the layer, and the rethread second baffle separates, lays one deck road surface tamping layer, separates through first baffle, lays one deck pitch layer at last, realizes the fixed on road surface ground.

Description

Municipal administration road design road surface domatic structure

Technical Field

The application relates to a slope surface structure, in particular to a slope surface structure of a designed road surface of a municipal road.

Background

Several factors of the road surface structure are the road surface cross section, the road arch transverse gradient, the road surface structure layering and the horizon function, wherein the road surface cross section is divided into a groove type cross section and a full-paving type cross section. The transverse slope of the road arch is to ensure that rainwater on the road surface is timely discharged, reduce the infiltration and infiltration of the rainwater on the road surface and weaken the structural strength of the road surface, and the surface of the road surface is made into a linear or parabolic road arch with a high middle and low two sides. The pavement structure is divided into three layers, namely a surface layer, a base layer and a cushion layer.

Traditional domatic structure road surface is not good with domatic junction reinforcing effect to traditional domatic structure is domatic fixed stable inadequately. Therefore, a municipal road design road surface slope structure is provided aiming at the problems.

Disclosure of Invention

The utility model provides a town road design road surface slope surface structure, includes the ground, the ground top is filled there is cement stabilized rubble lower base course, the bottom of the top fixed connection fourth baffle of cement stabilized rubble lower base course, the packing of fourth baffle top has cement stabilized rubble upper base course, cement stabilized rubble upper base course top fixed connection third baffle bottom, the packing of third baffle top has mixed layer, mixed layer top fixed connection second baffle bottom, the packing of second baffle top has the road surface tamping layer, road surface tamping layer top fixed connection first baffle bottom, the packing of first baffle top has the pitch layer.

Furthermore, the left side and the right side of the first partition plate are respectively provided with a fourth screen plate, the left side and the right side of the second partition plate are respectively provided with a third screen plate, the left side and the right side of the third partition plate are respectively provided with a second screen plate, and the left side and the right side of the fourth partition plate are respectively provided with a first screen plate.

Further, ground top and left and right sides are fixed connection montant bottom respectively, montant top fixed connection just runs through first otter board, second otter board, third otter board and fourth otter board, the top and the pitch layer of montant are located same water flat line.

Further, the width of the foundation is greater than that of a fourth partition plate, the width of the fourth partition plate is greater than that of a third partition plate, the width of the third partition plate is greater than that of a second partition plate, and the width of the second partition plate is greater than that of the first partition plate.

Further, both ends are one side of fixed connection swash plate respectively about first baffle, both ends are one side of fixed connection swash plate respectively about the second baffle, both ends are one side of fixed connection swash plate respectively about the third baffle, both ends are one side of fixed connection swash plate respectively about the fourth baffle, two one side of fixed connection swash plate respectively about the fourth baffle the left and right sides of bottom fixed connection ground of swash plate.

Further, two one side that the swash plate was kept away from each other is filled respectively has domatic tamping layer, domatic tamping layer constitutes through three hornblocks of a plurality of respectively, three hornblocks of a plurality of on domatic tamping layer are respectively through pressing from both sides tight piece fixed connection, a plurality of press from both sides tight piece center department fixed connection connecting block respectively, a plurality of the connecting block is fixed connection swash plate respectively, two drainage tank has been seted up respectively on domatic tamping layer.

The beneficial effect of this application is: the application provides a slope surface structure of town road design road surface.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

FIG. 1 is a schematic overall perspective view of an embodiment of the present application;

FIG. 2 is a schematic diagram of the overall internal structure of an embodiment of the present application;

fig. 3 is a schematic view of a connection structure of the tamping slope according to an embodiment of the present application.

In the figure: 1. the foundation, 2, cement stabilized macadam lower basal layer, 3, cement stabilized macadam upper basal layer, 4, first otter board, 5, second otter board, 6, swash plate, 7, domatic tamped layer, 8, fourth otter board, 9, third otter board, 10, the montant, 11, mix the layer, 12, the pitch layer, 13, road surface tamped layer, 14, first baffle, 15, the second baffle, 16, the third baffle, 17, the fourth baffle, 18, water drainage tank, 19, the connecting block, 20, press from both sides tight piece.

Detailed Description

In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.

In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.

Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.

Furthermore, the terms "mounted," "disposed," "provided," "connected," and "sleeved" are to be construed broadly. For example, it may be a fixed connection, a removable connection, or a unitary construction; can be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements or components. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.

Referring to fig. 1-3, a municipal road designed pavement slope structure comprises a foundation 1, a cement stabilized macadam lower base layer 2 is filled at the top end of the foundation 1, the top end of the cement stabilized macadam lower base layer 2 is fixedly connected with the bottom end of a fourth partition plate 17, a cement stabilized macadam upper base layer 3 is filled at the top end of the fourth partition plate 17, a third partition plate 16 is fixedly connected at the top end of the cement stabilized macadam upper base layer 3, a mixed layer 11 is filled at the top end of the third partition plate 16, the top end of the mixed layer 11 is fixedly connected with the bottom end of a second partition plate 15, a pavement tamping layer 13 is filled at the top end of the second partition plate 15, a first partition plate 14 is fixedly connected at the top end of the pavement tamping layer 13, and a asphalt layer 12 is filled at the top end of the first partition plate 14.

The left and right sides of first baffle 14 are equipped with fourth otter board 8 respectively, the left and right sides of second baffle 15 is equipped with third otter board 9 respectively, the left and right sides of third baffle 16 is equipped with second otter board 5 respectively, the left and right sides of fourth baffle 17 is equipped with first otter board 4 respectively, be convenient for pour cement, ground 1 top and left and right sides fixed connection montant 10 bottom respectively, montant 10 top fixed connection just runs through first otter board 4, second otter board 5, third otter board 9 and fourth otter board 8, the top of montant 10 and pitch layer 12 are located same horizontal line, realize the reinforcement of road surface and domatic junction, the width of ground 1 is greater than the width of fourth baffle 17, the width of fourth baffle 17 is greater than the width of third baffle 16, the width of third baffle 16 is greater than the width of second baffle 15, the width of second baffle 15 is greater than the width of first baffle 14, the slope is convenient to form, the left end and the right end of the first clapboard 14 are respectively fixedly connected with one side of the inclined plate 6, the left end and the right end of the second clapboard 15 are respectively fixedly connected with one side of the inclined plate 6, the left end and the right end of the third clapboard 16 are respectively fixedly connected with one side of the inclined plate 6, the left end and the right end of the fourth clapboard 17 are respectively fixedly connected with one side of the inclined plate 6, the bottom ends of the two inclined plates 6 are fixedly connected with the left side and the right side of the foundation 1 for fixing the slope, the sides of the two inclined plates 6 far away from each other are respectively filled with the slope tamping layer 7, the slope tamping layer 7 is respectively formed by a plurality of triangular blocks, the triangular blocks of the slope tamping layer 7 are respectively and fixedly connected by clamping blocks 20, the centers of the clamping blocks 20 are respectively and fixedly connected with a connecting block 19, the connecting blocks 19 are respectively and fixedly connected with the inclined plates 6, and the two slope tamping layers 7 are respectively provided with a drainage groove 18, the reinforcing effect of the slope is increased.

When the cement stabilized macadam foundation is used, electrical components appearing in the cement stabilized macadam foundation are externally connected with a power supply and a control switch when the cement stabilized macadam foundation is used, a lower base layer 2 of the cement stabilized macadam is laid on the foundation 1, the lower base layer is separated by a fourth clapboard 17, a layer of upper base layer 3 of the cement stabilized macadam is laid, the upper base layer is separated by a third clapboard 16, a mixed layer 11 is laid, the lower base layer is separated by a second clapboard 15, a pavement tamping layer 13 is laid, the pavement tamping layer is separated by a first clapboard 14, and a bitumen layer 12 is laid finally to realize the fixation of the pavement ground, as the first screen 4, the second screen 5, the third screen 9 and the fourth screen 8 are arranged and connected through a vertical rod 10, cement pouring is filled in the mixed layers, the reinforcement of the joint of the pavement and the slope is realized, the lengths of the first clapboard 14, the second clapboard 15, the third clapboard 16 and the fourth clapboard 17 are arranged from end to long end and fixed through an inclined plate 6, a plurality of steel bars are fixedly connected in the slope tamping layer 7, slope fixing is achieved after cement pouring, the slope tamping layer 7 is fixedly connected through a plurality of clamping blocks 20, the connecting block 19 is fixedly connected to the inclined plate 6, the slope tamping layer 7 is formed by effectively and fixedly connecting a plurality of triangular blocks, and the fixing effect between the adjacent triangular blocks is improved.

The application has the advantages that:

1. in order to reinforce the road surface and the joint of the road surface and the slope, firstly paving a cement stabilized macadam lower base layer on a foundation, separating by a fourth clapboard, paving a cement stabilized macadam upper base layer, separating by a third clapboard, paving a mixed layer, separating by a second clapboard, paving a road surface tamping layer, separating by a first clapboard, and paving an asphalt layer finally to realize the fixation of the road surface and the ground;

2. this application is rational in infrastructure, with first baffle, the second baffle, the length of third baffle and fourth baffle is arranged to the length by holding, and fixed through the swash plate, and wherein a plurality of reinforcing bars of fixed connection, realize fixing domatic after pouring through cement, simultaneously pass through a plurality of tight piece fixed connection of clamp at domatic tamping layer, and with connecting block fixed connection on the swash plate, a plurality of triangle blocks of effectual fixed connection constitute domatic tamping layer, the fixed effect between the adjacent triangle block has been increased.

It is well within the skill of those in the art to implement, without undue experimentation, the present application is not directed to software and process improvements, as they relate to circuits and electronic components and modules.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. The utility model provides a municipal road designs domatic structure in road surface which characterized in that: including ground (1), ground (1) top is filled with cement stabilized macadam lower base course (2), the bottom of the top fixed connection fourth baffle (17) of cement stabilized macadam lower base course (2), the packing of fourth baffle (17) top has cement stabilized macadam upper base course (3), cement stabilized macadam upper base course (3) top fixed connection third baffle (16) bottom, the packing of third baffle (16) top has mixed layer (11), mix layer (11) top fixed connection second baffle (15) bottom, the packing of second baffle (15) top has road surface tamping layer (13), road surface tamping layer (13) top fixed connection first baffle (14) bottom, first baffle (14) top is filled with asphalt layer (12).

2. The municipal road design road surface slope structure according to claim 1, wherein: the novel screen plate is characterized in that fourth screen plates (8) are arranged on the left side and the right side of the first partition plate (14) respectively, third screen plates (9) are arranged on the left side and the right side of the second partition plate (15) respectively, second screen plates (5) are arranged on the left side and the right side of the third partition plate (16) respectively, and first screen plates (4) are arranged on the left side and the right side of the fourth partition plate (17) respectively.

3. The municipal road design road surface slope structure according to claim 1, wherein: ground (1) top and left and right sides are fixed connection montant (10) bottom respectively, montant (10) top fixed connection just runs through first otter board (4), second otter board (5), third otter board (9) and fourth otter board (8), the top and the pitch layer (12) of montant (10) are located same water flat line.

4. The municipal road design road surface slope structure according to claim 1, wherein: the width of the foundation (1) is larger than that of a fourth clapboard (17), the width of the fourth clapboard (17) is larger than that of a third clapboard (16), the width of the third clapboard (16) is larger than that of a second clapboard (15), and the width of the second clapboard (15) is larger than that of the first clapboard (14).

5. The municipal road design road surface slope structure according to claim 1, wherein: the utility model discloses a concrete foundation, including first baffle (14), both ends are one side of fixed connection swash plate (6) respectively about second baffle (15), both ends are one side of fixed connection swash plate (6) respectively about third baffle (16), both ends are one side of fixed connection swash plate (6) respectively about fourth baffle (17), two the left and right sides of bottom fixed connection ground (1) of swash plate (6).

6. The municipal road design road surface slope structure according to claim 5, wherein: two one side that swash plate (6) kept away from each other is filled respectively has domatic tamping layer (7), domatic tamping layer (7) constitute through three hornblocks of a plurality of respectively, three hornblocks of a plurality of domatic tamping layer (7) are respectively through pressing from both sides tight piece (20) fixed connection, a plurality of press from both sides tight piece (20) center punishment and do not fixed connection connecting block (19), a plurality of connecting block (19) fixed connection swash plate (6) respectively, two drainage tank (18) have been seted up respectively to domatic tamping layer (7).