Novel reinforced foundation

Abstract

The utility model belongs to the technical field of foundation reinforcement, and discloses a novel reinforced foundation which is characterized in that rib materials are laid in filling soil of the foundation layer by layer, the filling soil of the foundation is compacted, and the foundation is placed on the surface of the filling soil after the reinforced foundation is built; the rib materials are geosynthetic materials with different lengths, different rigidities and different strengths, and the layer spacing of each layer of rib materials is different. The rib material used in the utility model is an environment-friendly geosynthetic material, and has the advantages of no pollution, low manufacturing cost, light weight, corrosion resistance and the like. Each layer of rib material has different lengths, rigidities and strengths, the optimal reinforcement effect of the rib material can be realized, and a large number of rib materials can be saved, so that the engineering cost is reduced. All layers of rib materials are arranged at unequal intervals, the reinforcement effect of the rib materials can be exerted to the maximum extent, and the bearing capacity of a foundation is remarkably improved.

Description

Technical Field

[0001] The utility model belongs to the technical field of foundation reinforcement, and in particular relates to a novel reinforced foundation. Background Art

[0002] At present, reinforced foundation refers to the bearing layer composed of reinforcement materials laid layer by layer in the fill soil under the foundation. Compared with unreinforced foundation, reinforced foundation can significantly improve the bearing capacity of foundation, reduce the settlement and uneven settlement of foundation. In recent years, with the development and application of geosynthetics (such as geogrids, geocells, geotextiles, geobelts and geonets, etc.), geosynthetics reinforced soil foundation has been widely used in many engineering fields such as construction, transportation, water conservancy, etc. At present, many scholars at home and abroad have carried out experiments and numerical simulations to study the deformation and bearing performance of reinforced foundations, and explored the optimal reinforcement arrangement parameters to achieve the best reinforcement effect of reinforcement materials. In terms of theoretical research, most scholars use limit equilibrium or limit analysis methods to derive the calculation formulas for settlement and bearing capacity of reinforced foundations. However, in the current research, the reinforcement materials in the reinforced foundation are all the same kind of reinforcement materials, which have the same length, stiffness and strength, and each layer of reinforcement materials maintains the same interlayer spacing during the laying process. In the design of reinforced foundation, the same kind of reinforcement with the same stiffness, strength and length is used according to the research results, and the interlayer spacing is consistent. However, through experiments and numerical simulation studies, it is found that not every layer of reinforcement in the reinforced foundation can fully exert its own reinforcement effect, and the tension of each layer of reinforcement is not equal. Therefore, setting each layer of reinforcement to the same length, stiffness, strength and interlayer spacing will cause material waste and increase engineering costs. In view of this, there is an urgent need for a new reinforced foundation structure that can maximize the reinforcement effect of each layer of reinforcement in the reinforced foundation and save costs.

[0003] Existing technology: traditional reinforced foundation technology

[0004] Traditional reinforced foundation technology mainly involves laying a single type of reinforcement material (usually geosynthetics) in the foundation fill to improve the bearing capacity and stability of the foundation. This method usually uses reinforcement materials of standard size and strength, and fixed laying spacing.

[0005] Existing technical problems:

[0006] 1) Lack of reinforcement diversity: Traditional technologies usually use only a single type or specification of reinforcement, which limits its applicability and reinforcement effect under different soil and loading conditions.

[0007] 2) Lack of flexibility: Due to the single type of reinforcement material and laying method, this traditional technology lacks flexibility when dealing with complex or changing geological conditions and may not achieve the best reinforcement effect.

[0008] 3) Bearing capacity limitations: Under certain special engineering conditions, such as extremely soft soil or high load requirements, a single type of reinforcement may not be able to meet the bearing requirements of the project.

[0009] 4) Engineering adaptability issues: Due to the lack of reinforcement material optimization for specific engineering needs, traditional reinforced foundation technology may not be able to fully exert its potential reinforcement effect, especially in complex engineering geological environments.

[0010] In summary, although the traditional reinforced foundation technology can effectively improve the stability of the foundation under normal circumstances, it has certain limitations in terms of the diversity, flexibility, bearing capacity and engineering adaptability of the reinforcement materials. These problems limit its application effect under more complex and special engineering conditions. Utility Model Content

[0011] In view of the problems existing in the prior art, the utility model provides a novel reinforced foundation.

[0012] The utility model is realized by a novel reinforced foundation, the novel reinforced foundation comprising: reinforcement material and foundation filling soil;

[0013] Reinforcing materials are laid layer by layer in the foundation fill, the foundation fill is compacted, and after the reinforced foundation is constructed, a foundation is placed on the fill surface.

[0014] Furthermore, the reinforcement is a geosynthetic material with different lengths L1, L2, L3, different stiffnesses J1, J2, J3 and different strengths T1, T2, T3, and the interlayer spacing of each layer of reinforcement is different h1, h2, h3.

[0015] First, the reinforcement material used in the utility model is an environmentally friendly geosynthetic material, which has the advantages of no pollution, low cost, light weight, corrosion resistance, etc. The reinforcement materials of each layer in the utility model have different lengths, stiffness and strength, which can achieve the best reinforcement effect of the reinforcement material, and can save a lot of reinforcement materials, thereby reducing engineering costs.

[0016] In the utility model, each layer of reinforcement material is arranged at unequal intervals, which can maximize the reinforcement effect of the reinforcement material and significantly improve the bearing capacity of the foundation.

[0017] Second, the new reinforced foundation technology provided by the embodiment of the utility model has achieved significant technical progress compared with the traditional reinforced foundation technology, mainly including:

[0018] 1) Diversified reinforcement materials: The new reinforced foundation uses reinforcement materials with different lengths, stiffness and strengths. This diverse selection of reinforcement materials enables the technology to better adapt to different engineering needs and geological conditions, thereby improving the bearing capacity and stability of the foundation.

[0019] 2) Optimized interlayer spacing: The interlayer spacing of each layer of reinforcement is different, providing greater flexibility and adjustment space. This allows the foundation design to be optimized according to specific geological and loading conditions, thereby more effectively improving the overall performance of the foundation.

[0020] 3) Construction flexibility: The new reinforced foundation allows different layer spacing and reinforcement lengths to be adjusted according to design requirements during the actual construction process. This flexibility enables the foundation to better adapt to complex or changing soil conditions.

[0021] 4) Improve the overall performance of the foundation: By using reinforcement materials with different characteristics and laying and compacting them in layers in the foundation fill, the new reinforced foundation significantly improves the stability and bearing capacity of the foundation, especially when facing engineering conditions with extremely soft soil or high load requirements.

[0022] 5) Strong environmental adaptability: The new reinforced foundation has also made significant progress in improving environmental adaptability, and can more effectively cope with various complex engineering environments, including different soil types and different environmental factors.

[0023] In summary, the new reinforced foundation provided by the utility model has achieved significant technological progress compared with traditional technologies in terms of the diversity of reinforcement materials, construction flexibility, improvement of foundation performance and environmental adaptability, providing a more effective and reliable solution for foundation reinforcement under complex engineering conditions. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 It is a structural schematic diagram of a novel reinforced foundation provided by an embodiment of the utility model;

[0025] Figure 2 It is a plan view of the arrangement of reinforcement materials in the novel reinforced foundation structure provided by the embodiment of the utility model;

[0026] In the figure: 1. Foundation; 2. Fill surface; 3. Reinforcement; 4. Foundation fill. DETAILED DESCRIPTION

[0027] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail in combination with the embodiments below. It should be understood that the specific embodiments described here are only used to explain the utility model, and are not used to limit the utility model.

[0028] In the present invention, the reinforced foundation uses reinforcement materials (usually geosynthetics) to increase the overall stability, bearing capacity and deformation resistance of the foundation. The following are two specific application examples:

[0029] Example 1: Highway roadbed reinforcement

[0030] In highway construction, especially in soft soil areas, the roadbed needs additional reinforcement to ensure stability and bearing capacity. For this application, high stiffness (J1) and high strength (T1) reinforcement can be selected, as well as a larger length (L1) to ensure the stability of the entire roadbed structure.

[0031] 1) Reinforcement material selection: Select reinforcement with high strength (T1) and high stiffness (J1), and a length (L1) sufficient to span the entire width of the roadbed.

[0032] 2) Interlayer spacing: Depending on the depth of the soft soil layer and the design load of the roadbed, a smaller interlayer spacing (h1) may be required to provide more support.

[0033] 3) Construction steps:

[0034] The first layer of reinforcement is laid at the bottom of the pre-compacted fill 4.

[0035] Add 4 layers of new fill and compact.

[0036] Continue to alternately lay 3 layers of reinforcement and 4 layers of fill until the designed height is reached.

[0037] 4) After completion: the pavement structure layer is laid on the fill surface 2, and then the pavement paving work can be carried out.

[0038] Example 2: Building foundation reinforcement

[0039] In construction projects, reinforced foundations can provide additional support for buildings that require higher foundation bearing capacity, such as multi-story buildings or heavy industrial facilities.

[0040] 1) Reinforcement material selection: Select reinforcement materials with different stiffness (J2, J3) and strength (T2, T3). The length (L2, L3) is determined according to the size of the foundation.

[0041] 2) Interlayer spacing: The interlayer spacing (h2, h3) is determined based on the expected load of the building and the properties of the foundation soil, and may require a closer reinforcement arrangement to meet higher load-bearing requirements.

[0042] 3) Construction steps:

[0043] Lay the first layer of reinforcement material at the bottom of the foundation fill 4.

[0044] Compact the new fill layer and continue laying the reinforcement.

[0045] After each layer of reinforcement is laid, the soil needs to be compacted.

[0046] Repeat the above process until the desired height is reached.

[0047] 4) Upon completion: the building's foundation structure 1 is constructed on the top fill surface 2.

[0048] In both embodiments, the length, stiffness, strength and layer spacing of the reinforcement are customized according to the foundation conditions and structural load requirements. By adjusting these parameters, suitable reinforcement solutions can be provided for different engineering needs to ensure the stability and safety of the structure.

[0049] like Figure 1 As shown, the new reinforced foundation provided by the embodiment of the utility model includes: reinforcement material 3 and foundation fill 4. In the structure, the reinforcement material 3 is a geosynthetic material with different lengths L1, L2, L3, different stiffness J1, J2, J3 and different strengths T1, T2, T3, and the interlayer spacing of each layer of reinforcement material is different h1, h2, h3. During the construction process of the reinforced foundation, the reinforcement material 3 should be laid layer by layer in the foundation fill 4 according to the actual design requirements, and the foundation fill 4 needs to be compacted. After the construction of the reinforced foundation is completed, the foundation 1 can be placed on the fill surface 2. In the actual construction process, different interlayer spacings h1, h2, h3 and reinforcement material lengths L1, L2, L3 can be adjusted according to the design requirements, and reinforcement materials with corresponding stiffness J1, J2, J3 and strength T1, T2, T3 that meet the requirements can be selected.

[0050] The working principle of the utility model is that during the construction of the reinforced foundation, the reinforcement material 3 should be laid layer by layer in the foundation fill 4 according to the actual design requirements and the foundation fill 4 needs to be compacted. After the construction of the reinforced foundation is completed, the foundation 1 can be placed on the fill surface 2.

[0051] The working principle of the reinforced foundation of the utility model mainly involves the following key aspects:

[0052] 1) Use of reinforcement:

[0053] Diversity: The reinforcement 3 is made of geosynthetics with different lengths L1, L2, L3, different stiffnesses J1, J2, J3 and different strengths T1, T2, T3. These reinforcements with different characteristics can be selected and matched according to the specific requirements of the land and the building.

[0054] Layered laying: The reinforcement is laid in layers in the foundation fill 4, and the spacing h1, h2, h3 between each layer of reinforcement can be adjusted according to the project requirements. This layered arrangement enhances the overall stability and bearing capacity of the foundation.

[0055] 2) Compaction of foundation fill:

[0056] In the process of laying the reinforcement, the foundation fill 4 needs to be properly compacted. Doing so helps to improve the density of the fill, so that the reinforcement and the soil are better combined, thereby improving the bearing capacity and stability of the foundation.

[0057] 3) Improvement of foundation bearing capacity:

[0058] The main purpose of reinforced foundation is to enhance the bearing capacity of the foundation. By laying reinforcement materials layer by layer in the fill soil, the load can be effectively dispersed, the foundation settlement can be reduced, and the overall stability of the foundation can be improved.

[0059] 4) Adaptability and flexibility:

[0060] The design of the reinforced foundation allows the length, spacing, stiffness and strength of the reinforcement to be flexibly adjusted according to the design requirements and site conditions during the actual construction process. This flexibility makes the reinforced foundation suitable for a variety of soil types and load conditions.

[0061] In summary, the reinforced foundation of the utility model effectively improves the stability and bearing capacity of the foundation by using reinforcement materials with different characteristics and laying and compacting them in layers in the foundation fill. This reinforced foundation structure is suitable for various land conditions and construction requirements, and provides a more reliable and efficient foundation solution for infrastructure construction.

[0062] The specific implementation method of the utility model is as follows:

[0063] Step 1: Choose the right reinforcement material

[0064] 1) Selection of reinforcement materials:

[0065] According to the engineering design requirements, geosynthetics with different lengths L1, L2, L3, different stiffnesses J1, J2, J3 and different strengths T1, T2, T3 are selected as reinforcement materials.

[0066] Determine the specific parameters of each reinforcement material to adapt to different geological conditions and load-bearing requirements.

[0067] Step 2: Determination of interlayer spacing

[0068] 1) Layer spacing design:

[0069] The interlayer spacing h1, h2, and h3 of each layer of reinforcement is designed to ensure the overall stability of the reinforced foundation and uniform force distribution.

[0070] The design of the layer spacing should be based on the depth of the foundation, the required bearing capacity and the soil conditions.

[0071] Step 3: Laying the reinforcement

[0072] 1) Preparation for laying:

[0073] Before starting to lay the reinforcement, carry out preparatory work for the foundation fill to ensure that the ground is level.

[0074] 2) Layered laying:

[0075] Lay reinforcement materials of different specifications in sequence according to the predetermined layer spacing h1, h2, and h3 to ensure that each layer of reinforcement material is evenly laid and tightly combined with the fill.

[0076] Step 4: Filling and compacting the foundation

[0077] 1) Filling and compaction:

[0078] After laying each layer of reinforcement, the foundation is filled and moderately compacted to enhance the interaction between the reinforcement and the soil.

[0079] Repeat this process until all layers of reinforcement are laid.

[0080] Step 5: Implement inspection and adjustment

[0081] 1) Inspection and adjustment:

[0082] After the reinforced foundation is constructed, the structural integrity and stability are checked.

[0083] If necessary, make appropriate adjustments to the reinforcement arrangement or compaction degree based on actual conditions.

[0084] Through the above steps, a reinforced foundation can be realized which is adjusted according to specific engineering requirements and has reinforcement materials of different lengths, stiffnesses and strengths, thereby improving the bearing capacity and stability of the foundation.

[0085] Geosynthetics are a type of material used in civil engineering to reinforce soil and improve the bearing capacity of land. They are mainly used in roadbed reinforcement, dam construction, landslide control, foundation reinforcement, drainage systems, and environmental protection projects. The following are examples of geosynthetics that can be used in this utility model:

[0086] 1) Geotextiles: This material has good water permeability and can be used for separation, filtration, reinforcement, protection and drainage. It is divided into two categories: non-woven geotextiles and woven geotextiles.

[0087] 2) Geonets: A three-dimensional mesh material used for drainage that can effectively collect and discharge liquids and gases.

[0088] 3) Geogrids: This material is mainly used for foundation reinforcement and roadbed reinforcement. It has high tensile strength and can effectively disperse the load and increase the stability of the foundation.

[0089] 4) Geocells: A three-dimensional mesh structure made of high-strength strips welded together. After being filled with soil, stone or concrete, it can be used to reinforce roadbeds, embankments, slope protection, etc.

[0090] 5) Geocomposites: These are products that combine two or more different types of geosynthetics, such as geotextiles and geogrids, which can simultaneously achieve the functions of isolation, permeability and reinforcement.

[0091] In the description of the present invention, unless otherwise specified, "multiple" means two or more; the terms "upper", "lower", "left", "right", "inner", "outer", "front end", "rear end", "head", "tail" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", "third" and the like are only used for descriptive purposes and cannot be understood as indicating or implying relative importance.

[0092] The above description is only a specific implementation method of the present invention, but the protection scope of the present invention is not limited thereto. Any modification, equivalent substitution and improvement made by any technician familiar with the technical field within the technical scope disclosed by the present invention and within the spirit and principle of the present invention shall be covered by the protection scope of the present invention.

Claims

1. A novel reinforced foundation, comprising: Reinforcement material and foundation fill; laying reinforcement material layer by layer in the foundation fill, compacting the foundation fill, and placing a foundation on the fill surface after the reinforced foundation is built, characterized in that the reinforcement material is a geosynthetic material with different lengths L1, L2, L3, different stiffnesses J1, J2, J3 and different strengths T1, T2, T3, and the interlayer spacing h1, h2, h3 of each layer of reinforcement material is different.

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