Guardrail foundation device and guardrail device

Abstract

The utility model provides a guardrail foundation device and a guardrail device. The guardrail foundation device comprises a stand column and a reinforcing mechanism. Wherein the first end of the stand column is used for being connected with the wave-shaped guardrail, and the second end of the stand column is arranged on a foundation through a reinforcing mechanism; the foundation is a roadbed or a structure containing a rock layer. According to the corrugated guardrail, the first end of the stand column is connected with the corrugated guardrail, the second end of the stand column is arranged on the foundation through the reinforcing mechanism, the reinforcing mechanism connects the stand column and the foundation together, stable connection between the stand column and the foundation is ensured, the stability of the stand column is improved, the reinforcing mechanism can reinforce the stand column, and the service life of the stand column is prolonged. The stability and the reliability of the stand columns are ensured, and the stability and the safety of the wave-shaped guardrail are further improved.

Description

Technical Field

[0001] The utility model relates to the technical field of roadbed engineering, and in particular to a guardrail foundation device and a guardrail device. Background Art

[0002] On urban roads or highways, corrugated guardrails or other types of safety guardrails are usually installed on both sides of the roadbed. Corrugated guardrails are usually arranged on both sides of the road or on both sides of the median strip of the road. Corrugated guardrails are fixed to the roadbed through columns. However, the columns are directly fixed to the roadbed, which has poor stability, thereby reducing the stability and safety of the corrugated guardrail. Utility Model Content

[0003] In view of this, the utility model proposes a guardrail foundation device, aiming to solve the problem of poor stability of the columns directly fixed on the roadbed in the prior art. The utility model also proposes a guardrail device having the guardrail foundation device.

[0004] In one aspect, the utility model proposes a guardrail foundation device, which includes: a column and a reinforcement mechanism; wherein the first end of the column is used to connect with the corrugated guardrail, and the second end of the column is arranged on the foundation through the reinforcement mechanism; the foundation is a roadbed or structure containing a rock layer.

[0005] Furthermore, in the above-mentioned guardrail foundation device, the column is a C-shaped steel column.

[0006] Furthermore, in the above-mentioned guardrail foundation device, when the foundation is a roadbed containing a rock layer, the reinforcement mechanism is a column made of concrete, the side wall of the column is set in a serrated shape, and the column is set on the roadbed, and the second end of the column is inserted into the interior of the column.

[0007] Furthermore, in the above-mentioned guardrail foundation device, the column is located at the center of the column body, and the depth of the column in the column body is equal to the height of the column body; and / or, the part of the column located outside the column body is provided with a hook, or a hook is provided on the side of the column away from the roadbed.

[0008] Furthermore, in the above-mentioned guardrail foundation device, when the foundation is a structure, the reinforcement mechanism includes: a reinforcement column and a reinforcement component made of concrete; wherein the bottom of the reinforcement column is arranged on the structure, the reinforcement component is arranged in the reinforcement column, and the reinforcement component is used to connect the reinforcement column with the structure and to connect the reinforcement column with the column.

[0009] Furthermore, in the above-mentioned guardrail foundation device, the reinforcement assembly includes: four embedded bars, a reinforcement assembly and a connecting assembly; wherein, part of each embedded bar is arranged in the structure and the other part is placed in the reinforcement column; the reinforcement assembly is placed in the reinforcement column and connected to each embedded bar; part of the connecting assembly is placed in the reinforcement column and connected to the reinforcement assembly, and the other part of the connecting assembly is placed outside the reinforcement column and connected to the column.

[0010] Furthermore, in the above-mentioned guardrail foundation device, the reinforcement component includes: four vertical steel bars, two connecting bars and multiple stirrups; wherein, the four embedded bars are distributed in a quadrilateral; the four vertical steel bars are all placed in the reinforcement column, the first ends of the four vertical steel bars are respectively connected to the four embedded bars one by one, and the second ends of the four vertical steel bars extend to the top of the reinforcement column; the two connecting bars are placed side by side in the reinforcement column, and each connecting bar is horizontally arranged between the second ends of the two vertical steel bars; each stirrup is arranged on the outside of each vertical steel bar, and each stirrup is arranged at intervals along the height direction of the vertical steel bars; the part of the connecting component placed in the reinforcement column is connected to the connecting bar.

[0011] Furthermore, in the above-mentioned guardrail foundation device, each connecting rib and the two vertical steel bars connected thereto are integrally formed.

[0012] Furthermore, in the above-mentioned guardrail foundation device, the connecting assembly includes: a connecting plate, at least two embedded bolts and at least two nuts; wherein, part of each embedded bolt is placed in the reinforcement column and connected to the corresponding connecting rib, and the other part of each embedded bolt is placed outside the reinforcement column; the connecting plate cover is arranged on the top of the reinforcement column, and the connecting plate is provided with through holes corresponding to each embedded bolt, each embedded bolt is correspondingly penetrated through each through hole and screwed with each nut, and the connecting plate is connected to the column.

[0013] In the utility model, the first end of the column is connected to the corrugated guardrail, and the second end of the column is arranged on the foundation through a reinforcement mechanism. The reinforcement mechanism connects the column and the foundation together to ensure a stable connection between the column and the foundation, thereby improving the stability of the column. In addition, the reinforcement mechanism can reinforce the column to ensure the firmness and reliability of the column, thereby improving the stability and safety of the corrugated guardrail, and solving the problem of poor stability of the column directly fixed on the roadbed in the prior art.

[0014] On the other hand, the utility model also proposes a guardrail device, which includes: any of the above-mentioned guardrail base devices, a connecting piece and a corrugated guardrail; wherein the first end of the column in the guardrail base device is connected to the corrugated guardrail through the connecting piece.

[0015] Since the guardrail base device has the above-mentioned effects, the guardrail device having the guardrail base device also has corresponding technical effects. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] By reading the detailed description of the preferred embodiment below, various other advantages and benefits will become clear to those of ordinary skill in the art. The accompanying drawings are only used for the purpose of illustrating the preferred embodiment and are not considered to be limiting of the present invention. Moreover, the same reference symbols are used throughout the accompanying drawings to represent the same components. In the accompanying drawings:

[0017] Figure 1 A schematic diagram of the structure of the guardrail foundation device provided by the embodiment of the utility model when the roadbed is a roadbed containing a rock layer;

[0018] Figure 2 A schematic diagram of the top view structure of the columns of the guardrail foundation device provided by the embodiment of the utility model when the roadbed is a roadbed containing a rock layer;

[0019] Figure 3 A schematic diagram of the structure of the guardrail foundation device provided by the embodiment of the utility model when the roadbed is a structure;

[0020] Figure 4 A schematic diagram of the top view structure of the reinforcement assembly of the guardrail foundation device provided in an embodiment of the utility model when the roadbed is a structure. DETAILED DESCRIPTION

[0021] The exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although exemplary embodiments of the present disclosure are shown in the accompanying drawings, it should be understood that the present disclosure can be implemented in various forms and should not be limited by the embodiments described herein. On the contrary, these embodiments are provided in order to enable a more thorough understanding of the present disclosure and to fully convey the scope of the present disclosure to those skilled in the art. It should be noted that, in the absence of conflict, the embodiments in the present utility model and the features in the embodiments can be combined with each other. The present utility model will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0022] Guardrail basic device embodiment:

[0023] See also Figures 1 to 4, the figure shows the preferred structure of the guardrail foundation device in this embodiment. As shown in the figure, the guardrail foundation device includes: a column 1 and a reinforcement mechanism 2. Among them, the first end of the column 1 is used to connect with the corrugated guardrail 3, and the second end of the column 1 is set on the foundation through the reinforcement mechanism 2; the foundation is a roadbed 7 or a structure 8 containing a rock layer. Specifically, one side of the first end of the column 1 is connected to the corrugated guardrail 3 through a connecting member 4, and more specifically, the first side of the connecting member 4 is connected to one side of the first end of the column 1 by bolts, and the second side of the connecting member 4 opposite to the first side is connected to the corrugated guardrail 3 by bolts. In specific implementation, the connecting member 4 can be a C-shaped steel block or other structures, and this embodiment does not impose any restrictions on this.

[0024] The reinforcement mechanism 2 is arranged on the foundation, and the second end of the column 1 is connected to the reinforcement mechanism 2 . The reinforcement mechanism 2 connects the column 1 to the foundation and reinforces the column 1 to improve the stability of the column 1 .

[0025] Preferably, the column 1 is a C-shaped steel column.

[0026] It can be seen that in the present embodiment, the first end of the column 1 is connected to the corrugated guardrail 3, and the second end of the column 1 is arranged on the foundation through the reinforcement mechanism 2. The reinforcement mechanism 2 connects the column 1 to the foundation, ensuring a stable connection between the column 1 and the foundation, thereby improving the stability of the column 1. In addition, the reinforcement mechanism 2 can reinforce the column 1, ensuring the firmness and reliability of the column 1, thereby improving the stability and safety of the corrugated guardrail 3, and solving the problem of poor stability of the column directly fixed on the roadbed in the prior art.

[0027] See also Figure 1 and Figure 2 In the above embodiment, when the foundation is a roadbed 7 containing a rock layer, the roadbed 7 is a shallow roadbed, and the reinforcement mechanism 2 is a column 21 made of concrete. The shape of the column 21 can be a rectangular parallelepiped or other shapes, and this embodiment does not impose any restrictions on this. The side wall of the column 21 is set to a sawtooth shape to improve the bite degree when the column 21 contacts the soil, ensuring that the column 21 and the soil are firmly engaged. In addition, the column 21 is set on the roadbed 7, and the second end of the column 1 is inserted into the interior of the column 21. Specifically, the bottom ( Figure 1 The lower part shown in the figure) is arranged on the roadbed 7, and the column 1 is provided from the top of the column 21 ( Figure 1 The upper part shown in the figure) is inserted into the interior of the column 21.

[0028] The column 1 is located at the center of the column 21 , and the depth of the column 1 in the column 21 is equal to the height of the column 21 .

[0029] The column 21 can be cast on site or prefabricated. However, no matter which manufacturing method is used, when manufacturing the column 21, a template is first set up, and a plurality of angle steels are welded on the inner wall of the template. The angle steels are sequentially arranged along the height direction of the template to form a sawtooth shape. After the template is set up, the column 1 is inserted into the inside of the template, and then concrete is poured into the inside of the template. After the concrete is cured, the column 1 and the column 21 are integrated, and the side wall of the column 1 is sawtooth-shaped.

[0030] When the column 21 is cast on site, the column 21 can be connected to the roadbed 7 when pouring concrete. When the column 21 and the column 1 are prefabricated, a foundation pit is excavated from the road surface to the roadbed, and the column 21 and the column 1 are prefabricated as a whole and placed in the foundation pit, and the soil layer is backfilled, wherein the soil layer is filled in layers, and the column 21 is fixed by compacting the soil layer, so that the column 21 is stably connected to the roadbed 7. In addition, the side wall of the column 21 is serrated, which can increase the bite with the surrounding soil, so that the column 21 and the soil are firmly and stably connected.

[0031] When the column 21 and the column 1 are prefabricated, a hook is provided on the portion of the column 1 outside the column 21, or a hook is provided on the side of the column 21 away from the roadbed 7 (the top surface of the column 21). In this way, the column 21 and the column 1 are hoisted together onto the roadbed 7 by the hook. In addition, the column 21 and the column 1 are prefabricated, which reduces the complexity of on-site operations, and can be prefabricated and maintained in a centralized factory, thereby ensuring production quality.

[0032] Preferably, the column 1 is located at the center of the column 21, and the depth of the column 1 in the column 21 is equal to the height of the column 21; and / or, the part of the column 1 outside the column 21 is provided with a hook, or the side of the column 21 away from the roadbed 7 is provided with a hook.

[0033] In specific implementation, the cross-sectional size of the column 21 is 350 mm×350 mm, and the concrete grade of the column 21 is C30.

[0034] In this embodiment, the column 1 is a C-shaped steel column, and its specific parameters are a C-shaped column 149×110 with a diameter of 1330-1530 mm and a thickness of 4.3 mm.

[0035] It can be seen that in this embodiment, when the foundation is a roadbed 7 containing a rock layer, that is, the roadbed 7 is a shallow roadbed, since the filling layer is too low, there are soft rocks or hard rocks at a certain depth below the ground of the roadbed 7 and construction cannot be carried out, then a column 21 made of concrete is used, and the side wall of the column 21 is set to a serrated shape, which can effectively increase the bite between the column 21 and the soil. The setting of the column 21 can ensure that the column 1 is stably set on the roadbed 7, thereby improving the stability of the column 1, and the structure of the reinforcement mechanism 2 is simple and easy to implement.

[0036] See also Figure 3 and Figure 4 In the above embodiment, when the foundation is a structure 8, the structure 8 may be a culvert / channel structure, and the reinforcement mechanism 2 includes: a reinforcement column 22 made of concrete and a reinforcement assembly 23. The bottom of the reinforcement column 22 ( Figure 3 The lower part shown in the figure is arranged on the structure 8, and part of the reinforcement component 23 is arranged inside the reinforcement column 22. The reinforcement component 23 is used to connect the reinforcement column 22 with the structure 8 to further ensure the stable connection between the reinforcement column 22 and the structure 8, and the reinforcement component 23 also connects the reinforcement column 22 with the column 1.

[0037] The reinforcement assembly 23 may include: four embedded bars 231, a reinforcement assembly and a connection assembly. Part of each embedded bar 231 is disposed in the structure 8, and the other part of each embedded bar 231 is disposed in the reinforcement column 22. Specifically, half of the length of each embedded bar 231 is disposed in the structure 8, and the other half is disposed in the reinforcement column 22. In specific implementation, each embedded bar 231 may be pre-embedded in the structure 8, and the reinforcement column 22 is cast in situ.

[0038] The reinforcement component is placed in the reinforcement column 22 , and the reinforcement component is connected to each embedded rib 231 .

[0039] Part of the connecting assembly is placed inside the reinforcement column 22 and connected to the reinforcing assembly, and another part of the connecting assembly is placed outside the reinforcement column 22 and connected to the column 1 .

[0040] The reinforcement assembly may include: four vertical steel bars 232, two connecting bars 233 and a plurality of stirrups 234. Among them, the four embedded bars 231 are distributed in a quadrilateral.

[0041] The four vertical steel bars 232 are all placed inside the reinforcement column 22. The four vertical steel bars 232 correspond to the four embedded bars 231 one by one. The first end ( Figure 3 The lower end shown in FIG. 2 is connected to the corresponding embedded reinforcement 231, and the second ends ( Figure 3 The upper end shown in the figure) is toward the top of the reinforcement column 22 ( Figure 3The upper portion shown extends from the top.

[0042] The two connecting ribs 233 are both placed inside the reinforcement column 22, and the two connecting ribs 233 are arranged in parallel. Each connecting rib 233 is transversely arranged between the second ends of the two vertical steel bars 232. Specifically, one of the connecting ribs 233 is transversely arranged between the second ends of two of the vertical steel bars 232, and the connecting rib 233 is connected to the second ends of the two vertical steel bars 232. Another connecting rib 233 is transversely arranged between the second ends of the other two vertical steel bars 232, and the connecting rib 233 is connected to the second ends of the two vertical steel bars 232. Each connecting rib 233 can be a U-shaped steel bar of Φ12.

[0043] Each stirrup 234 is placed inside the reinforcement column 22, each stirrup 234 is arranged outside each vertical steel bar 232, and each stirrup 234 is arranged along the height direction of the vertical steel bar 232 ( Figure 3 More preferably, each stirrup 234 is evenly distributed along the height direction of the vertical steel bar 232. In this embodiment, there are three stirrups 234. Each stirrup 234 can fix each vertical steel bar 232 and improve the stability of each vertical steel bar 232.

[0044] The portion of the connecting assembly disposed within the reinforcing column 22 is connected to the connecting rib 233 .

[0045] In specific implementation, when the connecting bar 23 is a U-shaped steel bar, the two ends of each connecting bar 233 are overlapped with the corresponding two vertical steel bars 232, and the overlap length can be determined according to actual conditions, but it needs to meet the design requirements. This embodiment does not impose any restrictions on this.

[0046] During specific implementation, the length of the vertical reinforcement 232 can be determined according to the actual buried depth, and this embodiment does not impose any limitation on this.

[0047] Preferably, each connecting rib 233 is integrally formed with the two vertical steel bars 232 connected thereto. Specifically, the two ends of one connecting rib 233 correspond one-to-one with the second ends of two vertical steel bars 232, and the connecting piece 233 is integrally formed with the two vertical steel bars 232 to form a U-shaped structure. The two ends of another connecting rib 233 correspond one-to-one with the second ends of the other two vertical steel bars 232, and the connecting piece 233 is integrally formed with the two vertical steel bars 232 to form a U-shaped structure.

[0048] The connection assembly may include: a connection plate 235, at least two embedded bolts 236 and at least two nuts 237. Part of each embedded bolt 236 is placed inside the reinforcement column 22, and the part of each embedded bolt 236 placed inside the reinforcement column 22 is connected to the corresponding connection rib 233. Another part of each embedded bolt 236 is placed outside the reinforcement column 22.

[0049] The connecting plate 235 is covered on the top of the reinforcing column 22, and the connecting plate 235 is provided with a through hole corresponding to each embedded bolt 236, the number of the through holes is the same as the number of the embedded bolts 236, each through hole corresponds to each embedded bolt 236, and the number of the embedded bolts 236 is the same as the number of the nuts 237, each embedded bolt 236 corresponds to each nut 237, and each embedded bolt 236 is penetrated in the corresponding through hole and is screwed with the corresponding nut 237. In this way, the reinforcing column 22 and the connecting plate 235 are connected by the embedded bolts 236 and the nuts 237, which facilitates the installation and removal of the connecting plate 235.

[0050] The connecting plate 235 is connected to the column 1. Preferably, the connecting plate 235 is connected to the column 1 by welding. The welding should be full and the weld quality should meet the design requirements.

[0051] When in use, the connecting plate 235 is first connected to the column 1. Then, the connecting plate 235 is connected to the reinforcement column 22 through the embedded bolts 236 and nuts 237.

[0052] In a specific implementation, the number of nuts 237 is twice the number of embedded bolts 236 , and each embedded bolt 236 is threadedly connected with two nuts 237 after being penetrated through the corresponding penetration hole.

[0053] When the top surface of the reinforcement column 22 is uneven, the top of the reinforcement column 22 is leveled by the grouting material 6, so that the top of the reinforcement column 22 remains flat. The grouting material 6 can be a high-strength non-shrinkage grouting material.

[0054] In this embodiment, each embedded bar 231 can be a Φ16 steel bar, and the depth of each embedded bar 231 placed in the structure 8 can be 150 mm, and the depth of each embedded bar 231 placed in the reinforcement column 22 can be 150 mm. Each vertical steel bar 232 can be a Φ16 steel bar. The diameter of each embedded bolt 236 is 20 mm and the length is 250 mm. The depth of each embedded bolt 236 placed in the reinforcement column 22 is at least 125 mm. Each stirrup 234 can be a Φ12 stirrup.

[0055] In this embodiment, the column 1 is a C-shaped steel column, and its specific parameters are 730mm C-shaped column 149×110 and a thickness of 4.3mm.

[0056] It can be seen that in this embodiment, when the foundation is a structure 8, the structure of the reinforcement mechanism 2 is simple and easy to implement, and the arrangement of each vertical steel bar 232 and each connecting rib 233 can improve the strength inside the reinforcement column 22, and each embedded rib 231 is connected to each vertical steel bar 232, which can ensure a stable connection between the reinforcement column 22 and the structure 8. After the column 1 is connected to the connecting plate 235, it is connected to the connecting rib 233 in the reinforcement column 22 through the connecting plate 235 and the embedded bolts 236, which can ensure a stable connection between the reinforcement column 22 and the column 1, effectively improving the stability and safety of the column 1. The connecting plate 235 is covered on the top of the reinforcement column 22 for easy maintenance in the later stage.

[0057] The construction steps of corrugated guardrail 3 are as follows:

[0058] 1. According to the roadbed design drawing, check the location of shallow roadbed sections, culverts or passages, and confirm the fill height above the top plate of the culvert or passage.

[0059] 2. Check the distribution of geological soil layers below the original ground through geological survey.

[0060] 3. The construction of column 1 is carried out after the roadbed base is filled.

[0061] When the foundation soil contains rock layers, the specific steps are:

[0062] (1) Based on the roadbed map, geological survey data and corrugated guardrail plan, a combination system of precast concrete columns + C-shaped steel columns is adopted;

[0063] (2) The side wall of the column 21 is serrated. When the column 21 is prefabricated, a steel formwork is used for support. A plurality of angle steels are welded on the inner side of the steel formwork. The width of each angle steel is not less than 5 cm. The angle steels are connected together in a folded arrangement so that the column 21 is serrated after pouring, which facilitates the column 21 to be firmly engaged with the soil when it contacts the soil after installation.

[0064] (3) The C-shaped steel column is located in the middle of the column 21. The cross-sectional size of the column 21 can be set to 350 mm × 350 mm. The height of the column 21 is not less than 0.6 m or is set according to the design requirements. Before pouring concrete into the steel formwork of the column 21, the C-shaped steel column 1 is inserted into the interior of the column 21, and then concrete is poured so that the column 21 and the C-shaped steel column 1 are connected as one.

[0065] (4) A hook is embedded in the top of the column 21, or a hook is set on the part of the C-shaped steel column 1 outside the column 21. The hook can be made of plain round steel bars with a diameter not less than D16. When the hook is set on the C-shaped steel column 1, the hook can be welded to the C-shaped steel column 1 and then bent to the outside of the C-shaped steel column 1. The exposed size of the hook at least meets the requirements of the insertion and fixing of the lifting bolts. The setting of the hook can facilitate the lifting of the column 21 and the C-shaped steel column 1 connected as a whole to the desired position through the hook.

[0066] After the column 21 and the C-shaped steel column 1 are prefabricated, the hooks should be cut off and then anti-corrosion paint should be applied externally.

[0067] (5) The concrete in the column 21 is C30 concrete. After the concrete pouring is completed, the curing period is in place and the strength meets the design strength, the column 21 and the C-shaped steel column 1 can be hoisted and transported to the site for installation. During hoisting, a crane or a car crane is used for installation, and the position is prevented from being offset, which will affect the later installation of the corrugated guardrail 3.

[0068] (6) After the prefabricated column 21 and the C-shaped steel column 1 are hoisted, the surrounding soil layer is backfilled and compacted layer by layer to ensure that the column 21 can be effectively connected with the soil layer to form a whole and maintain stability.

[0069] (7) The slope protection 5 on one side of the column 21 is constructed by planting grass or other slope protection methods.

[0070] When encountering a culvert / channel structure 8, where the fill thickness is less than the minimum buried depth of the column, the specific steps are as follows:

[0071] (1) The culvert / channel structure 8 is constructed first, and then the two sides of the structure 8 and the conical slope are symmetrically backfilled until the base is completed.

[0072] (2) According to the plan layout of the corrugated guardrail, confirm the location of the column 1 and dig the base soil to the top surface of the structure 8.

[0073] (3) Drill holes on the structure 8, the depth of the holes is not less than 15 cm, and there are four holes. Each hole is embedded with an embedded bar 231, and there are four embedded bars 231. Each embedded bar 231 is a threaded steel bar with a diameter not less than D16. The embedded length of each embedded bar 231 is not less than 15 cm, and the exposed length of each embedded bar 231 is not less than 15 cm. The four embedded bars 231 are arranged in a square shape. Four vertical steel bars 232 are connected to the four embedded bars 231 in a one-to-one correspondence, and each embedded steel bar is a D16 steel bar. A plurality of stirrups 234 are arranged at intervals along the height direction of the vertical steel bars 232, and each stirrup 234 is arranged outside each vertical steel bar 232, and each stirrup 234 is a threaded steel bar with a diameter not less than D12. One of the connecting bars 233 is transversely disposed at the second ends of the two vertical steel bars 232, and the other connecting bar 233 is transversely disposed at the second ends of the other two vertical steel bars 232. Each connecting bar 233 is a Φ12 U-shaped steel bar.

[0074] Chemical glue is injected into each drilled hole to enhance the connectivity between the embedded reinforcement 231 and the structure 8 .

[0075] (4) Embedded bolts 236 are provided on both connecting bars 233. A through hole is provided on the connecting plate 235 according to the position of each embedded bolt 236. When positioning the embedded bolt 236, the connecting plate 235 should be installed to confirm that the position of the embedded bolt 236 is correct. Then, an outer template is erected on the structure 8 and on the outer side of the vertical steel bar 232, and concrete is poured into the template, so that part of the embedded bar 231, each vertical steel bar 232, each connecting bar 233, each stirrup 234 and part of each embedded bolt 236 are poured inside the concrete. After the concrete curing is completed and the strength meets the design strength, the reinforcement column 22 can be formed. Part of each embedded bolt 236 is placed outside the reinforcement column 22.

[0076] (5) The concrete grade in the reinforcement column 22 is not less than C30, the cross-sectional dimensions of the reinforcement column 22 are 400 mm × 400 mm, the diameter of each embedded bolt 236 is not less than D16 mm, and the length of each embedded bolt 236 is not less than 250 mm. The length of each embedded bolt 236 placed in the reinforcement column 22 is not less than 125 mm.

[0077] (6) Before installing the column 1, check the flatness of the top of the reinforcement column 22. If it is not flat, use high-strength non-shrinkage grouting material 6 to level it. Connect the column 1 to the connecting plate 235 by welding. The welding is full and the weld quality meets the requirements.

[0078] (7) After the strength of the high-strength non-shrinkage grouting material 6 meets the requirements, install the column 1 and the connecting plate 235, insert the embedded bolts 236 into the penetration holes and screw them together with the nuts 237, so that the connecting plate 235 and the embedded bolts 236 are connected together.

[0079] (8) If the drawings of the structure, roadbed and corrugated guardrail can be completed at the same time, the column 1 can be directly constructed during the construction of the culvert / channel structure 8, and then the soil around the foundation can be backfilled to the shoulder elevation before installing the column 1.

[0080] (9) The slope protection 5 on one side of the reinforcement column 22 is constructed by planting grass or other slope protection methods.

[0081] During specific implementation, the reinforcement column 22 and the column body 21 are both concrete foundations, and the top of the concrete foundation is generally connected to the shoulder soil to prevent the reverse slope phenomenon and prevent water accumulation there, which affects the safety of vehicle traffic.

[0082] The outer side slopes of the reinforcement column 22 and the outer side slopes of the column body 21 are both filled with soil and planted with grass to match the surrounding environment.

[0083] The locations where the reinforcement columns 22 are arranged on the structure 8 are roughened to enhance the bonding between the concrete of the reinforcement columns 22 and the concrete of the structure 8 .

[0084] In summary, in this embodiment, the first end of the column 1 is connected to the corrugated guardrail 3, and the second end of the column 1 is arranged on the foundation through the reinforcement mechanism 2. The reinforcement mechanism 2 connects the column 1 and the foundation together, ensuring a stable connection between the column 1 and the foundation, thereby improving the stability of the column 1, and the reinforcement mechanism 2 can reinforce the column 1, ensuring the stability and reliability of the column 1, thereby improving the stability and safety of the corrugated guardrail 3. The device has a simple structure and is easy to operate.

[0085] Guardrail device embodiment:

[0086] This embodiment also provides a guardrail device, which includes: any of the above-mentioned guardrail base devices, a connector 4 and a corrugated guardrail 3. The first end of the column 1 in the guardrail base device is connected to the corrugated guardrail 3 through the connector 4. Specifically, the first side of the connector 4 is connected to one side of the first end of the column 1 through bolts, and the second side of the connector 4 opposite to the first side is connected to the corrugated guardrail 3 through bolts.

[0087] In specific implementation, the connector 4 can be a C-shaped steel block or other structures, and this embodiment does not impose any restrictions on this. In this embodiment, the connector 4 is a C-shaped steel block, and its specific parameters are a 360mm C-shaped steel block 149×110 and a thickness of 4.3mm.

[0088] Among them, the specific implementation process of the guardrail base device can be found in the above description, and this embodiment will not be repeated here.

[0089] Since the guardrail base device has the above-mentioned effects, the guardrail device having the guardrail base device also has corresponding technical effects.

[0090] It should be noted that the guardrail base device and the inspection system in the present invention have the same principles, and the relevant parts can be referenced to each other.

[0091] It should be noted that, in the description of the present invention, terms such as "up", "down", "left", "right", "inside" and "outside" indicating directions or positional relationships are based on the directions or positional relationships shown in the drawings. This is merely for the convenience of description and does not indicate or imply that the device or element must have a specific orientation, be constructed and operated in a specific orientation. Therefore, it should not be understood as a limitation on the present invention.

[0092] In addition, it should be noted that in the description of the present invention, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of two components. For those skilled in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0093] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.

Claims

1. A guardrail foundation device, characterized in that: include: A column (1) and a reinforcement mechanism (2); wherein: The first end of the column (1) is used to connect to the corrugated guardrail (3), and the second end of the column (1) is arranged on a foundation through the reinforcement mechanism (2); the foundation is a roadbed (7) or a structure (8) containing a rock layer.

2. The guardrail foundation device according to claim 1, characterized in that: The column (1) is a C-shaped steel column.

3. The guardrail foundation device according to claim 1, characterized in that: When the foundation is a roadbed (7) containing a rock layer, The reinforcement mechanism (2) is a column (21) made of concrete, the side wall of the column (21) is arranged in a sawtooth shape, and the column (21) is arranged on the roadbed, and the second end of the column (1) is inserted into the interior of the column (21).

4. The guardrail foundation device according to claim 3, characterized in that: The column (1) is located at the center of the column (21), and the depth of the column (1) in the column (21) is equal to the height of the column (21); and / or, The portion of the column (1) outside the column body (21) is provided with a hook, or the side of the column body (21) away from the roadbed (7) is provided with a hook.

5. The guardrail foundation device according to claim 1, characterized in that: When the foundation is a structure, The reinforcement mechanism (2) comprises: a reinforcement column (22) made of concrete and a reinforcement assembly (23); wherein the bottom of the reinforcement column (22) is arranged on the structure (8), the reinforcement assembly (23) is arranged in the reinforcement column (22), and the reinforcement assembly (23) is used to connect the reinforcement column (22) to the structure (8) and to connect the reinforcement column (22) to the column (1).

6. The guardrail foundation device according to claim 5, characterized in that: The reinforcement component (23) comprises: four embedded bars (231), a reinforcement component and a connection component; wherein: Part of each of the embedded bars (231) is disposed in the structure (8) and another part is disposed in the reinforcement column (22); The reinforcement component is placed in the reinforcement column (22) and is connected to each of the embedded bars (231); Part of the connecting component is placed inside the reinforcing column (22) and connected to the reinforcing component, and another part of the connecting component is placed outside the reinforcing column (22) and connected to the upright column (1).

7. The guardrail foundation device according to claim 6, characterized in that: The reinforcement assembly comprises: four vertical steel bars (232), two connecting bars (233) and a plurality of stirrups (234); wherein: The four embedded bars (231) are distributed in a quadrilateral shape; The four vertical steel bars (232) are all placed in the reinforcement column (22), the first ends of the four vertical steel bars (232) are respectively connected to the four embedded bars (231) in a one-to-one correspondence, and the second ends of the four vertical steel bars (232) extend toward the top of the reinforcement column (22); The two connecting bars (233) are arranged side by side in the reinforcement column (22), and each connecting bar (233) is arranged horizontally between the second ends of the two vertical steel bars (232); Each of the stirrups (234) is disposed outside each of the vertical steel bars (232), and each of the stirrups (234) is disposed at intervals along the height direction of the vertical steel bars (232); The portion of the connection assembly disposed within the reinforcement column (22) is connected to the connection rib (233).

8. The guardrail foundation device according to claim 7, characterized in that: Each of the connecting bars (233) and the two vertical steel bars (232) connected thereto are integrally formed.

9. The guardrail foundation device according to claim 6, characterized in that: The connection assembly comprises: a connection plate (235), at least two embedded bolts (236) and at least two nuts (237); wherein, A portion of each embedded bolt (236) is placed inside the reinforcement column (22) and connected to the corresponding connecting rib (233), and another portion of each embedded bolt (236) is placed outside the reinforcement column (22); The connecting plate (235) is covered on the top of the reinforcing column (22), and the connecting plate (235) is provided with a through hole corresponding to each of the embedded bolts (236). Each of the embedded bolts (236) is correspondingly penetrated through each of the through holes and is screwed with each of the nuts (237). The connecting plate (235) is connected to the column (1).

10. A guardrail device, characterized in that: include: A guardrail base device, a connector (4) and a corrugated guardrail (3) as claimed in any one of claims 1 to 9; wherein: The first end of the column (1) in the guardrail base device is connected to the corrugated guardrail (3) via the connecting piece (4).

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