UPVC (unplasticized polyvinyl chloride) ground keel laying structure under complex geological conditions

Abstract

The utility model discloses a UPVC (Unplasticized Polyvinyl Chloride) ground keel laying structure under complex geological conditions, which is erected on solidified soil, a spiral steel pipe pile is inserted in the solidified soil, foundation steel is welded above the spiral steel pipe pile, and a U-shaped ground keel is arranged above the foundation steel through a connecting bolt; a UPVC (Unplasticized Polyvinyl Chloride) plate is mounted in the U-shaped ground keel through mounting screws; and a plate corner is fixedly inserted into the bent part of the UPVC plate. The UPVC ground keel laying structure can be applied to complex soil environments such as sandy soil, soft geology and high humidity according to the site, and the UPVC ground keel laying structure can be installed on concrete foundation structures in plain areas and small pile foundations such as mountainous regions, coastal regions and islands. And in cooperation with a main body material of an assembly type UPVC house, an anti-seismic, durable and totally-enclosed modern building can be rapidly built, and the service life can reach 20-30 years.

Description

TECHNICAL FIELD

[0001] The utility model relates to the keel laying technical field especially relates to a UPVC ground keel laying structure under complex geological conditions. BACKGROUND

[0002] With the rapid development of global building market, UPVC (unplasticized polyvinyl chloride) fast house system gradually attracts attention due to its lightness, corrosion resistance, quick installation and other advantages.

[0003] The foundation design of fabricated UPVC house is the key link to ensure the stability, durability and wind resistance of the house. However, UPVC fast house system also has some disadvantages and deficiencies, such as low strength, poor fireproof performance, poor environmental protection and high price. Especially, combined with the characteristics of this material, the foundation design needs to be adapted to local conditions and different construction schemes need to be adopted according to different geographical environment and construction conditions.

[0004] In the conventional geological solid and stable plain area, it is easy to build various concrete houses, but in the coastal area, or mountainous area, or sandy island area, it is difficult to use the traditional concrete foundation in the complex environment of sandy soil, soft geology and high humidity, making it more difficult to build fixed houses. For example, in the coastal area, we often see single or double-story buildings of wooden structure, but this material determines that the service life of such houses is very short and cannot resist geological disasters such as typhoon and earthquake, and such building hardness is also difficult to seal, and cannot be modernized indoor design.

[0005] At present, it is difficult to solve the problem of economically suitable and well-fixed building foundation.

[0006] Therefore, we propose a UPVC ground keel laying structure under complex geological conditions to solve the above problems, so that under such complex geological conditions, modern buildings with strong hardness and decades of service life can also be constructed by laying ground keel. CONTENT OF THE UTILITY MODEL

[0007] The utility model aims at solving the shortcomings in the prior art and proposes a UPVC ground keel laying structure under complex geological conditions.

[0008] In order to achieve the above purpose, the utility model adopts the following technical scheme:

[0009] The utility model provides a UPVC ground bone laying structure under complex geological conditions, including solidified soil, the inside of solidified soil inserts the spiral steel pipe stake, and the upper portion of spiral steel pipe stake is welded with base steel, the upper portion of base steel is installed with galvanized U type ground bone through connecting bolt, and the inside of galvanized U type ground bone is installed with UPVC board through mounting screw, and the bending portion of UPVC board is fixed and inserts board corner.

[0010] Preferably, the top end of the spiral steel pipe stake is fixedly connected with a rectangular plate, and the rectangular plate is welded below the base steel.

[0011] Preferably, the cross section of the galvanized U-shaped ground bone is U-shaped, and the inner wall size of the galvanized U-shaped ground bone is the same as the surface width of the UPVC board.

[0012] Preferably, the connecting bolts pass through the base steel and the galvanized U-shaped ground bone respectively, and a plurality of groups of connecting bolts are installed at equal distances in the base steel and the galvanized U-shaped ground bone.

[0013] Preferably, the mounting screws pass through the galvanized U-shaped ground bone and are inserted into the UPVC board, and a plurality of groups of mounting screws are arranged on the side surface of the galvanized U-shaped ground bone.

[0014] Preferably, the board corner is a rectangular hole, and a rectangular steel pipe frame is fixed to the inner wall of the board corner.

[0015] Preferably, polyurethane foam and rubber pads are filled between the base steel and the galvanized U-shaped ground bone.

[0016] Compared with the prior art, the utility model has the beneficial effects that:

[0017] The device uses spiral steel pipe stakes and base steel structures, which have small material volume and light weight, can significantly reduce transportation cost and time, and reduces the dependence on external materials by using on-site soil for solidified soil, further reducing the transportation volume. The spiral steel pipe stakes can penetrate into the stratum, ensuring the stability of the foundation under soft geological conditions. The base steel structure connection forms an integral frame, enhancing the rigidity and wind resistance of the foundation. The solidified soil is compacted layer by layer, forming an integral whole with the pile foundation and base steel, further improving the bearing capacity and compression resistance of the foundation. The spiral steel pipe stakes and base steel have fast construction speed, can complete foundation construction in a short time, are particularly suitable for emergency buildings or temporary buildings, can adapt to sandy soil, soft geology, high humidity and other complex environments, have wide applicability, and have good corrosion resistance in coastal areas, effectively resisting erosion in high salinity environments. BRIEF DESCRIPTION OF DRAWINGS

[0018] Figure 1The utility model provides a UPVC ground batten laying structure under complex geological conditions's three-dimensional structure schematic diagram.

[0019] Figure 2 For Figure 1 The structure of A in the schematic diagram is enlarged.

[0020] In the figure: 1, solidified soil; 2, spiral steel pipe pile; 3, foundation steel; 4, connecting bolt; 5, galvanized U-shaped ground batten; 6, mounting screw; 7, UPVC plate; 8, plate corner. Specific embodiments

[0021] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments.

[0022] Referring to Figure 1 and Figure 2 , the utility model provides a UPVC ground batten laying structure under complex geological conditions. This includes UPVC ground batten laying structure erection on solidified soil 1.

[0023] The spiral steel pipe pile 2 is inserted in the solidified soil 1, and the upper portion of the spiral steel pipe pile 2 is welded with the foundation steel 3, and the upper portion of the foundation steel 3 is installed with the U-shaped ground batten 5 through the connecting bolt 4. The U-shaped ground batten 5 is preferably a galvanized structure, which can better adapt to sea salt erosion and make the house bottom structure more durable. The design of the spiral steel pipe pile considers the tensile and shear capacity to cope with external forces such as strong wind and earthquake.

[0024] As shown in Figure 2 , the inside of the U-shaped ground batten 5 is fixedly installed with the UPVC plate 7 through the mounting screw 6, and the bending portion of the UPVC plate 7 is fixedly inserted with the plate corner 8, and the foundation steel 3 can be square steel or H-shaped steel.

[0025] Further, referring to Figure 1 , the top end of the spiral steel pipe pile 2 is fixedly connected with a rectangular plate (not shown in Figure 1 ), and the rectangular plate is welded below the foundation steel 3. By welding between the rectangular block and the foundation steel 3, the spiral steel pipe pile 2 can be conveniently installed.

[0026] Further, referring to Figure 1 and Figure 2 , the cross section of the galvanized U-shaped ground batten 5 is U-shaped, and the inner wall size of the galvanized U-shaped ground batten 5 is the same as the surface width of the UPVC plate 7. By setting the cross section of the U-shaped ground batten 5 as U-shaped, the UPVC plate 7 can be conveniently installed.

[0027] Further, referring toFigure 1 And Figure 2 The connecting bolts 4 pass through the base steel 3 and the galvanized U-shaped floor joist 5 respectively, and the base steel 3 and the galvanized U-shaped floor joist 5 are firmly fixed. And the connecting bolts 4 are installed in multiple groups at equal distances in the base steel 3 and the galvanized U-shaped floor joist 5, and the galvanized U-shaped floor joist 5 can be installed in position by the connecting bolts 4 passing through the base steel 3 and the galvanized U-shaped floor joist 5.

[0028] Further, referring to Figure 1 And Figure 2 The mounting screws 6 are inserted into the UPVC plate 7 through the galvanized U-shaped floor joist 5, and the mounting screws 6 are provided in multiple groups on the side surface of the galvanized U-shaped floor joist 5, so that the UPVC plate 7 can be conveniently installed by the mounting screws 6 being inserted into the UPVC plate 7 through the galvanized U-shaped floor joist 5.

[0029] Further, referring to Figure 1 And Figure 2 The plate corner 8 is provided as a rectangular hole or a square hole (depending on the thickness of the two UPVC plates). The inner wall of the plate corner 8 is fixed with a rectangular steel pipe frame, and the rectangular steel pipe frame is welded with the spiral steel pipe pile 2 to ensure the firm connection of the house and the foundation, and further improve the stability of the overall structure.

[0030] The rectangular steel pipe frame fixed on the inner wall of the plate corner 8 can increase the strength of the plate corner 8 and avoid damage and deformation caused by collision.

[0031] Further, referring to Figure 1 And Figure 2 The base steel 3 and the galvanized U-shaped floor joist 5 are filled with polyurethane foam and rubber pads, and the polyurethane foam and rubber pads arranged between the base steel 3 and the galvanized U-shaped floor joist 5 can increase the installation stability of the galvanized U-shaped floor joist 5 and also play a role in shock absorption and protection.

[0032] In this way, a stable floor joist structure can be built in a humid, soft and poor soil environment. The structure disclosed in the utility model can bear a 2-3 story height of the fabricated building.

[0033] In the utility model, in order to adapt to the complex environment of sandy soil, soft geology and high humidity, the multiple main body reinforcing structures of the steel framework material are coupled and inserted to ensure the stability of the foundation, so as to match the material structure characteristics of the UPVC (unplasticized polyvinyl chloride) fast-assembly house produced by the market main body, including:

[0034] 1. Steel framework is used for installation at key positions of the UPVC fast-assembly house, such as the floor joist, roof truss and wall corner, so that the steel framework can significantly enhance the rigidity and stability of the overall structure and improve the wind resistance and pressure resistance of the house.

[0035] 2. Steel skeleton and UPVC plate are connected through bolts or buckles, ensuring firm connection and convenient disassembly.

[0036] Therefore, the ground beam laying structure designed by the utility model can also be used in occasions that need to be frequently disassembled and reassembled, for example, houses used by nomadic people in grasslands. The assembled UPVC house is superior to common folding box house type mobile houses in sound insulation, privacy and thermal insulation, and the assembled UPVC house with a stable foundation has greatly improved seismic resistance and a service life several times longer than that of common mobile houses.

[0037] The utility model installs the spiral steel pipe pile 2 as a pre-embedded part in the concrete foundation, and is welded with the inner wall fixed rectangular steel pipe frame of the plate corner 8, ensuring firm connection of the house and the foundation and further improving the stability of the overall structure.

[0038] The design of the spiral steel pipe pile 2 (pre-embedded part) should consider the tensile and shear capacity to resist external forces such as strong winds and earthquakes.

[0039] Working principle: during construction of the utility model, the soil quality involved in the foundation is first solidified, and the curing agent is uniformly dispersed into the soil, and the tiny particles can penetrate into the pores between the soil particles, so that the arrangement of the soil particles is more compact. With the advancement of the solidification process, the soil gradually changes from a loose particle state to a plate structure with integrity, which significantly enhances the soil's ability to withstand external loads, thereby improving its bearing capacity.

[0040] After the solidified soil 1 is formed, according to the structure of Figure 1 、 Figure 2 , the spiral steel pipe pile 2 is inserted into the inside of the solidified soil 1. The foundation steel 3 is welded above the spiral steel pipe pile 2, and the U-shaped ground beam 5 is installed above the foundation steel 3 through the connecting bolts 4.

[0041] The galvanized U-shaped ground beam 5 is installed above the foundation steel 3 through the connecting bolts 4, and the UPVC plate 7 is placed in the galvanized U-shaped ground beam 5. The UPVC plate 7 is installed by passing the mounting screws 6 through the galvanized U-shaped ground beam 5 and the UPVC plate 7, so that the foundation steel 3 can drive the spiral steel pipe pile 2 to pass through the solidified soil 1, and the foundation steel 3 and the UPVC plate 7 can be installed.

[0042] Thus, the UPVC ground dragon bone laying structure can be applied in sandy soil, soft geology, high humidity and other complex soil environments according to the site, including installation on the concrete foundation structure in the plain area, installation on the small pile foundation in the mountain, coastal and island areas. Cooperating with the main material of the assembled UPVC house, the structure can quickly build an anti-seismic and durable, fully-closed modern building, and the service life can reach 20 to 30 years.

[0043] The above is the whole working principle of the utility model.

[0044] In the utility model, the installation mode, connection mode or setting mode of all the components are common mechanical modes, and the specific structure, model and coefficient index of all the components are self-contained technologies, as long as the beneficial effects can be achieved, and therefore, no more description is made.

[0045] The above embodiment is the preferred implementation mode of the utility model, but the implementation mode of the utility model is not limited by the above embodiment, and any change, modification, replacement, combination and simplification without departing from the spirit and principle of the utility model should be equivalent replacement mode, and all are included in the protection scope of the utility model.

[0046] In the utility model, under the condition of no opposite description, the orientation words contained in the terms such as "up and down, left and right, front and back, inside and outside and vertical and horizontal" only represent the orientation of the terms in the conventional use state, or the common name understood by the person skilled in the art, and should not be regarded as the limitation of the terms, and the term "includes", "contains" or any other variant is intended to cover the non-exclusive inclusion, so that the process, method, article or equipment including a series of elements not only includes those elements, but also includes other elements not explicitly listed, or includes the elements inherent in such process, method, article or equipment.

Claims

1. A UPVC dragon bone laying structure under complex geological conditions, which is erected on solidified soil (1), characterized in that, a spiral steel pipe pile (2) is inserted into the solidified soil (1); a base steel (3) is welded above the spiral steel pipe pile (2), a U-shaped ground dragon bone (5) is installed above the base steel (3) through connecting bolts (4); a UPVC plate (7) is installed inside the U-shaped ground dragon bone (5) through mounting screws (6); a plate corner (8) is fixedly inserted at the bending part of the UPVC plate (7).

2. The UPVC screed structure under complex geological conditions as claimed in claim 1 wherein, The top end of the spiral steel pipe pile (2) is fixedly connected with a rectangular plate, and the rectangular plate is welded below the base steel (3).

3. The UPVC screed structure in complex geological conditions as claimed in claim 1 wherein, The cross section of the U-shaped ground dragon bone (5) is arranged in a U shape, and the inner wall size of the U-shaped ground dragon bone (5) is the same as the surface width of the UPVC plate (7).

4. The UPVC screed structure in complex geological conditions as claimed in claim 1 wherein, The connecting bolts (4) pass through the base steel (3) and the U-shaped ground dragon bone (5) respectively, and a plurality of groups of connecting bolts (4) are installed at equal distances in the base steel (3) and the galvanized U-shaped ground dragon bone (5).

5. The UPVC screed structure in complex geological conditions as claimed in claim 1 wherein, The mounting screws (6) are inserted into the UPVC plate (7) through the U-shaped ground dragon bone (5), and a plurality of groups of mounting screws (6) are arranged on the side of the galvanized U-shaped ground dragon bone (5).

6. The UPVC fillet construction under complex geological conditions as claimed in claim 1 wherein, The plate corner (8) is arranged as a rectangular hole, and a rectangular steel pipe frame is fixedly arranged on the inner wall of the plate corner (8).

7. The UPVC screed structure in complex geological conditions as claimed in claim 1 wherein, Polyurethane foam is filled between the base steel (3) and the U-shaped ground dragon bone (5).

8. The UPVC screed structure in complex geological conditions as claimed in claim 1 wherein, The U-shaped ground dragon bone (5) is a galvanized material.

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