Municipal road pipeline protection structure

Abstract

The utility model discloses a municipal road pipeline protection structure, and belongs to the technical field of municipal road engineering, and the municipal road pipeline protection structure is characterized by comprising a foundation soil layer, a pavement foundation layer and a pipeline, and further comprising a bearing seat arranged in the foundation soil layer; the supporting plate is arranged in the bearing seat; the bearing plate is arranged on the bearing seat; wherein the bearing seat is provided with a plurality of first inserting grooves which are evenly distributed, the position of the supporting plate is determined according to the diameter of a pipeline, the supporting plate is inserted into the corresponding first inserting grooves, the bottom of the bearing seat is filled with compacted clay, and the upper side of the compacted clay in the bearing seat is filled with fine sandy soil. According to the pipeline protection device, multiple pipelines can be protected, and adjustment can be conducted according to the pipelines with different diameters.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of municipal road engineering, and particularly relates to a municipal road pipeline protection structure. BACKGROUND

[0002] With the acceleration of urbanization, urban road buildings are increasingly dense, and corresponding urban underground pipelines are increasingly set; in the existing municipal road construction process, underground pipeline damage occurs from time to time.

[0003] The existing Chinese patent with the publication number CN106764060B discloses a municipal road pipeline protection structure and a construction method thereof, the municipal pipeline protection structure comprises support plates arranged on both sides of a pipeline body, a first bearing plate arranged below the pipeline body and inserted with the support plates, and an arched bearing plate arranged above the pipeline body and inserted with the support plates; both ends of the arched bearing plate are supported on second bearing plates arranged on both sides of the pipeline body.

[0004] The above protection structure protects the pipeline buried relatively shallowly, but the above structure can only protect a single pipeline, and the structure is improved. CONTENT OF THE UTILITY MODEL

[0005] The application aims to solve the above technical problems, and provides a municipal road pipeline protection structure which can protect multiple pipelines and can adjust to pipelines with different diameters.

[0006] The application provides a municipal road pipeline protection structure, which comprises a foundation soil layer, a road surface foundation layer, a pipeline, and further comprises:

[0007] A bearing seat is arranged in the foundation soil layer.

[0008] A support plate is arranged in the bearing seat.

[0009] A bearing plate is arranged on the bearing seat.

[0010] The bearing seat is provided with a plurality of uniformly distributed first insertion grooves, the support plate is inserted into the corresponding first insertion groove by determining the position according to the pipeline diameter, the bottom of the bearing seat is filled with compacted clay, and the upper side of the compacted clay in the bearing seat is filled with fine sand.

[0011] The load bearing seat is placed in the trench, a plurality of pipelines can be placed in the load bearing seat, the support plate is inserted into the first insertion slot, the bottom surface of the load bearing seat is provided with a plurality of first insertion slots, the first insertion slot to be inserted is determined by the diameter of the pipeline, then the compacted clay is filled in the separated load bearing seat, then the corresponding pipeline is placed in the corresponding position in the load bearing seat, then the fine sand is filled, then the load bearing plate is placed on the load bearing seat, the overall structural strength of the protection structure is further improved through the support plate, the load bearing plate has high load bearing performance, and the pavement foundation layer is arranged above the load bearing plate.

[0012] Further, the load bearing seat comprises:

[0013] The flange is arranged at the bottom of the load bearing seat and extends horizontally.

[0014] The first reinforcing plate is arranged between the load bearing seat and the flange.

[0015] The second reinforcing plate is arranged at the bottom of the load bearing seat and extends in the direction of gravity.

[0016] The load bearing seat, the flange, the first reinforcing plate and the second reinforcing plate are integrally connected.

[0017] The load bearing seat, the flange, the first reinforcing plate and the second reinforcing plate are integrally connected, the structural stability of the first reinforcing plate is improved through the flange, the structural strength of the load bearing seat is improved through the first reinforcing plate and the second reinforcing plate, the load bearing seat is more stable and durable, and the connection stability between the load bearing seat and the foundation soil layer is improved through the second reinforcing plate, so that the load bearing seat is not easy to move in the foundation soil layer.

[0018] Further, the support plate comprises:

[0019] The first reinforcing part is arranged at one end of the support plate and abuts against the load bearing seat.

[0020] The second reinforcing part is arranged at the other end of the support plate and abuts against the load bearing plate.

[0021] The first reinforcing part and the second reinforcing part are integrally connected with the support plate, the contact area between the support plate and the load bearing seat and the load bearing plate is further improved through the first reinforcing part and the second reinforcing part, and the connection structural stability between the support plate and the load bearing seat and the load bearing plate is improved.

[0022] Further, the load bearing plate comprises:

[0023] The second insertion slot is provided with a plurality of first insertion slots and corresponds to the first insertion slot.

[0024] The third insertion slot is arranged at both sides of the load bearing plate and is adapted to the load bearing seat.

[0025] The third plug-in slot is provided with a concrete layer between the third plug-in slot and the bearing seat.

[0026] The second plug-in slot is arranged on the bearing plate and corresponds to the first plug-in slot, and can be plugged and connected with the support plate, further improving the connection stability between the bearing seat, the support plate and the bearing plate. The third plug-in slot cooperates with the bearing seat, and when the bearing plate is arranged on the bearing seat, the concrete layer is connected, further improving the structural stability between the bearing plate and the bearing seat.

[0027] Further, it further comprises:

[0028] The third reinforcing plate is arranged on the inner side of the bearing plate.

[0029] The support plate is provided with a fourth plug-in slot corresponding to the third reinforcing plate.

[0030] The third reinforcing plate improves the structural strength of the bearing plate, so that the bearing plate has higher bearing performance, and protects the pipelines in the bearing seat. The fourth plug-in slot facilitates the cooperation and connection between the support plate and the third reinforcing plate.

[0031] Further, the bearing seat further comprises:

[0032] The connecting column is arranged at both ends of the bearing seat.

[0033] The connecting seat is adapted to the connecting column.

[0034] The fastener is adapted to the connecting seat and the connecting column.

[0035] The connecting column is connected with the connecting seat, and then fixed by the fastener. The connecting column has a thread, and the fastener cooperates with the connecting column by using a nut, so as to connect the adjacent bearing seats and prevent the adjacent bearing seats from being dislocated. The connecting column, the connecting seat and the fastener are arranged on the flange.

[0036] The beneficial effects of the present application are:

[0037] 1. The first plug-in slot to be plugged is determined by the pipeline diameter, the support plate is separated, the pipeline is arranged in the separated bearing seat, and the pipeline is protected.

[0038] 2. The bearing plate is arranged on the bearing seat, the overall structural strength of the protection structure is further improved by the support plate, and the bearing plate has higher bearing performance.

[0039] 3. The first reinforcing plate and the second reinforcing plate improve the overall structural strength of the bearing seat, so that the bearing seat is more stable and durable. BRIEF DESCRIPTION OF DRAWINGS

[0040] Figure 1 It is a sectional view of the protection structure of the present application.

[0041] Figure 2 Structure diagram of the protection structure of the present application;

[0042] In the drawing, 100, base soil layer; 110, road surface base layer; 120, compacted clay; 130, fine sand; 140, concrete layer; 200, pipeline; 300, bearing seat; 310, first insertion slot; 320, flange; 330, first reinforcing plate; 340, second reinforcing plate; 350, connecting column; 360, connecting seat; 370, fastener; 400, support plate; 410, first reinforcing part; 420, second reinforcing part; 430, fourth insertion slot; 500, bearing plate; 510, second insertion slot; 520, third insertion slot; 530, third reinforcing plate. DETAILED DESCRIPTION

[0043] The technical solutions in the embodiments of the present application will be clearly described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, rather than all the embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by a person of ordinary skill in the art belong to the scope of protection of the present application.

[0044] The terms "first", "second", and the like in the specification and claims of the present application are used to distinguish similar objects, and are not used to describe a specific order or sequence. It should be understood that the data used in this way can be interchanged under appropriate circumstances, so that the embodiments of the present application can be implemented in an order other than those illustrated or described herein, and the objects distinguished by "first", "second", etc. are generally of a kind and do not limit the number of objects, for example, the first object can be one or more. In addition, "and / or" in the specification and claims indicates at least one of the connected objects, and the character " / ", generally indicates that the front and rear associated objects are in a "or" relationship.

[0045] The embodiments of the present application will be described in detail below with reference to the drawings and through specific embodiments and their application scenarios.

[0046] Embodiment 1:

[0047] As shown in Figure 1 , Figure 2 , the present application provides a municipal road pipeline 200 protection structure, which comprises a base soil layer 100, a road surface base layer 110, and a pipeline 200, and further comprises:

[0048] a bearing seat 300 disposed in the base soil layer 100;

[0049] a support plate 400 disposed in the bearing seat 300;

[0050] The bearing plate 500 is placed on the bearing seat 300.

[0051] The bearing seat 300 is provided with a plurality of uniformly distributed first insertion slots 310, the support plate 400 is inserted into the corresponding first insertion slot 310 by determining the position according to the diameter of the pipeline 200, the bottom of the bearing seat 300 is filled with compacted clay 120, and the upper side of the compacted clay 120 in the bearing seat 300 is filled with fine sand 130.

[0052] The bearing seat 300 is placed in the trench dug in the foundation soil layer 100, a plurality of pipelines 200 can be placed in the bearing seat 300, the support plate 400 is used for separation, the support plate 400 is inserted into the first insertion slot 310, the bottom of the bearing seat 300 is provided with a plurality of first insertion slots 310, the support plate 400 determines the first insertion slot 310 to be inserted by the diameter of the pipeline 200, then the compacted clay 120 is filled in the separated bearing seat 300, then the corresponding pipeline 200 is placed in the corresponding position in the bearing seat 300, then the fine sand 130 is filled, then the bearing plate 500 is placed on the bearing seat 300, the overall structural strength of the protection structure is further improved by the support plate 400, the bearing plate 500 has high bearing performance, and the pavement foundation layer 110 is placed above the bearing plate 500.

[0053] Embodiment 2:

[0054] As shown in Figure 1 , Figure 2 The embodiment of the application provides a municipal road pipeline 200 protection structure, in addition to the above technical features, further, the bearing seat 300 comprises:

[0055] The flange 320 is placed at the bottom of the bearing seat 300 and extends horizontally;

[0056] The first reinforcing plate 330 is placed between the bearing seat 300 and the flange 320;

[0057] The second reinforcing plate 340 is placed at the bottom of the bearing seat 300 and extends in the direction of gravity;

[0058] The bearing seat 300, the flange 320, the first reinforcing plate 330 and the second reinforcing plate 340 are integrally connected.

[0059] The bearing seat 300, the flange 320, the first reinforcing plate 330 and the second reinforcing plate 340 are integrally connected, the structural stability of the first reinforcing plate 330 is improved through the flange 320, the structural strength of the whole bearing seat 300 is improved through the first reinforcing plate 330 and the second reinforcing plate 340, the bearing seat 300 is more stable and durable, the connection stability between the bearing seat 300 and the foundation soil layer 100 is improved through the second reinforcing plate 340, and the bearing seat 300 is not easy to move in the foundation soil layer 100.

[0060] Further, the support plate 400 comprises:

[0061] The first reinforcing part 410 is arranged at one end of the support plate 400 and abuts against the bearing seat 300;

[0062] The second reinforcing part 420 is arranged at the other end of the support plate 400 and abuts against the bearing plate 500.

[0063] The first reinforcing part 410 and the second reinforcing part 420 are integrally connected with the support plate 400, the contact area between the support plate 400 and the bearing seat 300 and the bearing plate 500 is further improved through the first reinforcing part 410 and the second reinforcing part 420, and the connection structural stability between the support plate 400 and the bearing seat 300 and the bearing plate 500 is improved.

[0064] Further, the bearing plate 500 comprises:

[0065] The second plug-in slot 510 is provided with a plurality of first plug-in slots 310;

[0066] The third plug-in slot 520 is arranged at both sides of the bearing plate 500 and is adapted to the bearing seat 300;

[0067] The third plug-in slot 520 and the bearing seat 300 are provided with a concrete layer 140.

[0068] The second plug-in slot 510 is arranged on the bearing plate 500, corresponds to the first plug-in slot 310, can be plug-in connected with the support plate 400, further improves the connection stability between the bearing seat 300, the support plate 400 and the bearing plate 500, the third plug-in slot 520 cooperates with the bearing seat 300, the bearing plate 500 is connected through the concrete layer 140 when being arranged on the bearing seat 300, and the structural stability between the bearing plate 500 and the bearing seat 300 is further improved.

[0069] Further, it further comprises:

[0070] The third reinforcing plate 530 is arranged on the inner side of the bearing plate 500;

[0071] The support plate 400 is provided with a fourth insertion slot 430 corresponding to the third reinforcing plate 530.

[0072] The structural strength of the bearing plate 500 is improved by the third reinforcing plate 530, giving the bearing plate 500 higher load-bearing capacity and protecting the pipeline 200 inside the bearing seat 300. The fourth insertion groove 430 facilitates the connection between the support plate 400 and the third reinforcing plate 530.

[0073] Example 3:

[0074] like Figure 2 As shown in the figure, this application embodiment provides a protection structure for municipal road pipelines 200. In addition to the above-mentioned technical features, the bearing seat 300 further includes:

[0075] Connecting posts 350 are placed at both ends of the bearing seat 300;

[0076] Connector 360 is compatible with connector 350;

[0077] Fastener 370 is compatible with connector 360 and connector 350.

[0078] The connecting post 350 is connected to the connecting seat 360 and then fixed by the fastener 370. The connecting post 350 has threads, and the fastener 370 uses nuts or the like to cooperate with the connecting post 350 to connect adjacent bearing seats 300, so that the adjacent bearing seats 300 are not easily misaligned. The connecting post 350, the connecting seat, and the fastener 370 are placed on the flange 320.

[0079] It should be noted that, in this document, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes that element. Furthermore, it should be noted that the scope of the methods and apparatuses in the embodiments of this application is not limited to performing functions in the order shown or discussed, but may also include performing functions substantially simultaneously or in the reverse order, depending on the functions involved. For example, the described methods may be performed in a different order than described, and various steps may be added, omitted, or combined. Additionally, features described with reference to certain examples may be combined in other examples.

[0080] The embodiments of the present application are described above with reference to the accompanying drawings, but the present application is not limited to the specific embodiments described above, and the specific embodiments described above are merely illustrative, but not restrictive, and a person of ordinary skill in the art can make many forms under the inspiration of the present application without departing from the purpose of the present application and the scope protected by the claims.

Claims

1. A municipal road pipeline protection structure, comprising a foundation soil layer (100), a road surface foundation layer (110), and pipelines (200), characterized in that, Also includes: The bearing seat (300) is placed in the foundation soil layer (100); The support plate (400) is placed in the bearing seat (300); The support plate (500) is placed on the support base (300); The bearing seat (300) is provided with a plurality of evenly distributed first insertion slots (310). The support plate (400) is inserted into the corresponding first insertion slot (310) according to the diameter of the pipeline (200). The bottom of the bearing seat (300) is filled with compacted clay (120), and the upper side of the compacted clay (120) in the bearing seat (300) is filled with fine sand (130). The support (300) includes: The flange (320) is located at the bottom of the support (300) and extends horizontally; The first reinforcing plate (330) is placed between the bearing seat (300) and the flange (320); The second reinforcing plate (340) is placed at the bottom of the support (300) and extends in the direction of gravity; The bearing seat (300), flange (320), first reinforcing plate (330), and second reinforcing plate (340) are integrally connected. The support plate (400) includes: The first reinforcing part (410) is placed at one end of the support plate (400) and abuts against the bearing seat (300); The second reinforcing part (420) is located at the other end of the support plate (400) and abuts against the bearing plate (500); The support plate (500) includes: The second insertion slot (510) is provided in several parts and corresponds to the first insertion slot (310); The third insertion slot (520) is placed on both sides of the support plate (500) and is adapted to the support seat (300); A concrete layer (140) is provided between the third insertion slot (520) and the bearing seat (300).

2. The municipal road pipeline protection structure according to claim 1, characterized in that, Also includes: The third reinforcing plate (530) is placed on the inner side of the bearing plate (500); The support plate (400) is provided with a fourth insertion slot (430) corresponding to the third reinforcing plate (530).

3. The municipal road pipeline protection structure according to claim 2, characterized in that, The support base (300) also includes: Connecting columns (350) are placed at both ends of the bearing seat (300); Connector (360), adapted to connector (350); Fastener (370) is adapted to connector (360) and connector (350).

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