Permanent and temporary combined road structure for construction site

Abstract

The utility model relates to a road structure, belongs to the technical field of building construction, and particularly relates to a permanent and temporary combined road structure for a construction site, which comprises a lime soil layer, a rubble layer is paved on the upper side of the lime soil layer, and a concrete layer is poured on the upper side of the rubble layer; the protective sleeve is sleeved on the outer side of the sleeve and the outer side of the corrugated pipe, so that the sleeve and the corrugated pipe can be protected after subsequent multi-layer concrete pouring, the phenomenon that the sleeve and the corrugated pipe are damaged or even broken due to external pressure is avoided, meanwhile, corrosion of moisture and chemical substances in concrete to the sleeve and the corrugated pipe is reduced, and the service life is prolonged; the road can be used as a temporary road by laying the lime soil layer, the gravel layer and the concrete layer, a plurality of transverse steel bars are embedded in the inner side of the concrete layer at equal intervals, a plurality of reinforcing steel bars are fixed to the outer sides of the two protective sleeves at equal intervals, and two connecting steel bars are symmetrically and fixedly connected between every two adjacent reinforcing steel bars. And the pressure resistance of the temporary road is effectively enhanced.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building construction, especially a permanent and temporary combined road structure for construction site. BACKGROUND

[0002] In house building projects, the housing bureau strictly manages dust control and management, and requires that the construction site must be hardened. During the later garden construction, the temporary concrete road needs to be broken, and the temporary road debris needs to be transported out of the site, causing waste of materials and human resources.

[0003] After searching, the Chinese patent with publication number CN217298502U discloses a permanent and temporary combined road structure for house building construction site, which is sequentially laid from bottom to top with backfill layer, cement stabilized gravel layer and concrete layer. The backfill layer has a sleeve and a rain and sewage corrugated pipe buried inside. The cement stabilized gravel layer has a double-layer bidirectional steel bar laid on top. The double-layer bidirectional steel bar is cast and fixed in the concrete layer. A separation joint is formed on the concrete layer. A surface layer can be laid on top of the concrete layer, which is made of permeable asphalt concrete or concrete.

[0004] The road structure ensures reliable bearing capacity, uses less concrete, has a short construction period, and can be used as a temporary road. A surface layer can be laid on top of the concrete layer, so that the structure can be used as a permanent road, avoiding re-excavation and material waste.

[0005] However, the device still has the following problems:

[0006] In actual use, the sleeve and corrugated pipe are directly buried in the backfill layer. After multiple layers of concrete are poured on top, the weight of the concrete on top will exert pressure on the sleeve and corrugated pipe, which may cause damage or even rupture of the pipes. The moisture and chemicals in the concrete may also cause corrosion of the pipes, so the pipes need to be protected. UTILITY MODEL CONTENTS

[0007] To solve the above technical problems, the utility model provides a permanent and temporary combined road structure for construction site, which has a protective sleeve outside the sleeve and corrugated pipe. The protective sleeve can protect the sleeve and corrugated pipe from external pressure after multiple layers of concrete are poured, preventing damage or even rupture. The protective sleeve also reduces the corrosion of the sleeve and corrugated pipe caused by moisture and chemicals in the concrete, prolonging the service life.

[0008] The technical solution that realizes the utility model discloses a construction site permanent and temporary combined road structure, which comprises a lime-soil layer, a gravel layer is arranged on the upper side of the lime-soil layer, a concrete layer is poured on the upper side of the gravel layer, a penetration layer is arranged on the upper side of the concrete layer, and a seal layer is arranged on the upper side of the penetration layer.

[0009] In some embodiments, the upper side of the two protective sleeves is fixedly connected with a plurality of reinforcing steels at equal intervals, and two connecting steels are symmetrically fixedly connected between the two adjacent reinforcing steels.

[0010] In some embodiments, the inner side of the concrete layer is pre-buried with a plurality of transverse steels at equal intervals.

[0011] In some embodiments, the penetration layer is specifically made of emulsified asphalt.

[0012] In some embodiments, the seal layer is specifically made of fine-grained asphalt.

[0013] In some embodiments, the compaction degree of the gravel of the gravel layer is not less than 98%.

[0014] Compared with the prior art, the utility model has the following advantages:

[0015] Firstly, the protective sleeve is arranged on the outer side of the sleeve pipe and the corrugated pipe, so that the sleeve pipe and the corrugated pipe can be protected after the subsequent multi-layer concrete pouring, the sleeve pipe and the corrugated pipe are prevented from being damaged or even broken due to external pressure, and the corrosion of the sleeve pipe and the corrugated pipe caused by water and chemicals in the concrete is reduced, and the service life is prolonged.

[0016] Secondly, the lime-soil layer, the gravel layer and the concrete layer are laid, so that the utility model can be used as a temporary road, a plurality of transverse steels are pre-buried in the inner side of the concrete layer at equal intervals, a plurality of reinforcing steels are fixedly connected to the outer side of the two protective sleeves at equal intervals, and two connecting steels are symmetrically fixedly connected between the two adjacent reinforcing steels, so that the compressive strength of the temporary road is effectively improved, and when the temporary road needs to be used as a permanent road, the penetration layer and the seal layer can be directly laid on the concrete layer.

[0017] The problem that the sleeve pipe and the corrugated pipe cannot be protected and the temporary road needs to be broken and removed during the subsequent construction is solved, and the waste of materials and human resources caused by the removal of the temporary road is avoided. BRIEF DESCRIPTION OF DRAWINGS

[0018] The utility model will be further explained in combination with the drawings and embodiments:

[0019] Figure 1It is the whole front view cross section plane structure schematic diagram provided in one embodiment of the utility model.

[0020] Figure 2 It is the three-dimensional structure schematic diagram between two protective sleeves provided in one embodiment of the utility model.

[0021] Mark explanation:

[0022] 1, soil layer; 2, broken stone layer; 3, concrete layer; 4, transparent layer; 5, seal layer; 6, sleeve; 7, bellows; 8, protective sleeve; 9, reinforcing steel; 91, connecting steel; 10, transverse steel. Specific implementation

[0023] The utility model will be described in detail below, and the technical scheme in the embodiment of the utility model is clearly and completely described. Obviously, the described embodiment is only a part of the embodiment of the utility model, not all. Based on the embodiment in the utility model, all other embodiments obtained by the ordinary skill in the art without creative labor belong to the scope of the utility model protection.

[0024] The utility model improves a kind of construction site with permanent and temporary combination road structure, and the technical scheme of the utility model is:

[0025] As shown in Figures 1-2 A kind of construction site with permanent and temporary combination road structure, including soil layer 1, the upper side of soil layer 1 is laid with broken stone layer 2, the upper side of broken stone layer 2 is poured with concrete layer 3, the upper side of concrete layer 3 is laid with transparent layer 4, the upper side of transparent layer 4 is laid with seal layer 5, further include: sleeve 6 and bellows 7, sleeve 6 is used to protect cable, wire and so on certain pipeline, provide certain physical protection, prolong the service life of cable, wire and so on pipeline, it is convenient for post-maintenance, bellows 7 is used to ensure that the domestic waste water, rainwater and so on generated in building interior can be smoothly discharged, guarantee the stability and reliability of drainage system, sleeve 6 and bellows 7 are all embedded in the inside of soil layer 1, the outside of sleeve 6 and bellows 7 is all equipped with protective sleeve 8;

[0026] In combination with the above description, during construction, first, soil layer 1 is constructed, sleeve 6 and bellows 7 are embedded during construction, before embedding, protective sleeve 8 is equipped on the outside thereof, protection is carried out by protective sleeve 8, to avoid the weight of subsequent upper casting layer to exert pressure on sleeve 6 and bellows 7, lead to pipeline damage phenomenon, after embedding is completed, the construction of broken stone layer 2 and concrete layer 3 is carried out, the structure can be used as temporary road, after temporary road is used, the construction of transparent layer 4 and seal layer 5 is carried out, it can be used as permanent road.

[0027] As shown in Figure 1As shown in the drawings, in an embodiment, in order to improve the overall strength of the temporary road, a plurality of reinforcing steel bars 9 are fixedly connected to the upper sides of the two protective sleeves 8 at equal intervals, and two connecting steel bars 91 are fixedly connected to the two reinforcing steel bars 9 between adjacent two reinforcing steel bars 9.

[0028] As shown in the drawings, Figure 1 and Figure 2 As shown in the drawings, in an embodiment, a plurality of transverse steel bars 10 are embedded in the inner side of the concrete layer 3 at equal intervals, further improving the strength of the road and ensuring the subsequent compression resistance.

[0029] As shown in the drawings, Figure 1 In an embodiment, the primer layer 4 is specifically made of emulsified asphalt and is sprayed directly on the road surface to form asphalt concrete during paving, and the paving process is simple, the construction speed is fast, and the primer layer 4 is suitable for various road surfaces.

[0030] As shown in the drawings, Figure 1 In an embodiment, the fine-grained asphalt is used to pave the seal layer 5, which has good durability and compression resistance, and the surface of the fine-grained asphalt is smooth, which effectively reduces the noise of vehicle driving when used as a permanent road in the future.

[0031] As shown in the drawings, Figure 1 In an embodiment, the compaction degree of the gravel layer 2 is not less than 98%.

[0032] The specific working method is as follows: during construction, first, the clay layer 1 is constructed, and the sleeve pipe 6 and the corrugated pipe 7 are pre-embedded during the construction process. Before pre-embedding, the protective sleeve 8 is sleeved on the outer side of the sleeve pipe 6 and the corrugated pipe 7, and the protective sleeve 8 is protected to avoid the weight of the subsequent upper casting layer exerting pressure on the sleeve pipe 6 and the corrugated pipe 7, causing damage to the pipes. A plurality of reinforcing steel bars 9 are fixedly connected to the upper sides of the two protective sleeves 8 at equal intervals, and two connecting steel bars 91 are fixedly connected to the two reinforcing steel bars 9 between adjacent two reinforcing steel bars 9. During the subsequent upper concrete pouring construction, the strength of the concrete can be improved. After pre-embedding is completed, the gravel layer 2 and the concrete layer 3 are constructed, the compaction degree of the gravel layer 2 is not less than 98%, and a plurality of transverse steel bars 10 are embedded during the construction process to further improve the strength and ensure the subsequent compression resistance of the temporary road. Through the above principles, the structure can be used as a temporary road, and after the temporary road is used, the primer layer 4 and the seal layer 5 are constructed, and the structure can be used as a permanent road.

[0033] The technical means disclosed in the utility model scheme is not limited to the technical means disclosed in the above technical means, and also includes technical solutions composed of equivalent replacement of the above technical features. The matters not covered in the utility model belong to the common knowledge of those skilled in the art.

Claims

1. A combined permanent and temporary road structure for construction sites, comprising a lime-soil layer (1), characterized in that: The upper side of the lime-soil layer (1) is covered with a crushed stone layer (2), the upper side of the crushed stone layer (2) is covered with a concrete layer (3), the upper side of the concrete layer (3) is covered with a permeable layer (4), the upper side of the permeable layer (4) is covered with a sealing layer (5), and it also includes: a sleeve (6) and a corrugated pipe (7). The sleeve (6) and the corrugated pipe (7) are both pre-embedded inside the lime-soil layer (1), and the outer sides of the sleeve (6) and the corrugated pipe (7) are covered with protective sleeves (8).

2. The combined permanent and temporary road structure for construction sites according to claim 1, characterized in that: Multiple reinforcing bars (9) are fixedly connected at equal intervals on the upper side of the two protective sleeves (8), and two connecting bars (91) are symmetrically fixedly connected between two adjacent reinforcing bars (9).

3. A combined permanent and temporary road structure for construction sites according to claim 1, characterized in that: Multiple transverse steel bars (10) are pre-embedded at equal intervals on the inner side of the concrete layer (3).

4. A combined permanent and temporary road structure for construction sites according to claim 1, characterized in that: The permeable layer (4) is specifically laid using emulsified asphalt.

5. A combined permanent and temporary road structure for construction sites according to claim 1, characterized in that: The sealing layer (5) is specifically laid using fine-grained asphalt.

6. A combined permanent and temporary road structure for construction sites according to claim 1, characterized in that: The compaction degree of the crushed stone layer (2) is not less than 98%.

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