Integral type anti-sedimentation building accessory component structure
By setting up an integral anti-settlement building component structure on a special soil foundation, including connecting beams and reinforced concrete structural columns, the problem of settlement and deformation of building components is solved, achieving a simple and efficient anti-settlement effect and reducing later maintenance costs and time.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- CHINA PETROLEUM ENG & CONSTR
- Filing Date
- 2024-10-17
- Publication Date
- 2026-04-17
AI Technical Summary
Existing technologies are prone to tilting, collapse, settlement, and deformation of building components such as outdoor drainage systems, steps, and ramps when dealing with special soil foundations such as deep soft soil, collapsible loess, and saline soil in coastal areas. This leads to problems in project acceptance and difficulties in subsequent maintenance. Furthermore, existing methods such as drainage consolidation and replacement are complex, time-consuming, and costly.
The building adopts an integrated anti-settlement building component structure, including the first connecting beam, the second connecting beam, reinforced concrete structural columns, and anti-settlement elevated base plate, forming an integrated anti-settlement structure that supports the building's exterior walls and interior floor surface, reducing settlement deformation.
It effectively prevents the building's exterior walls and interior floor surfaces from tilting and collapsing on special soil foundations, reduces subsequent maintenance costs, has a simple process, short construction period, and high economic benefits, and ensures that building components are not affected by post-construction settlement on special soil foundations.
Smart Images
Figure CN121875366A_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of anti-settlement technology for soft soil and regional special soil foundations, and specifically relates to an integral anti-settlement building auxiliary component structure. Background Technology
[0002] In recent years, there has been an increasing number of projects built on special regional soil foundations (deep soft soil in coastal areas, collapsible loess, saline soil, etc.). Inevitably, a series of problems such as foundation instability, post-construction settlement, and repeated maintenance and treatment caused by the adverse properties of special soils will be encountered. At present, the relevant technologies often only carry out piling under the foundation of the main building structure, which can only ensure that the main building structure meets the settlement and deformation requirements. However, building accessories such as outdoor drainage, steps, ramps, and first-floor ground surfaces will still tilt, collapse, and settle and deform. This has become a common problem of post-construction settlement hazards, which not only seriously affects the acceptance and aesthetics of the project, but also requires regular investment of manpower, material resources, and financial resources for maintenance and treatment.
[0003] Even with pre-construction drainage consolidation and replacement methods, the large thickness and high compressibility of the soft soil mean that only partial settlement can be eliminated, and the problem of post-construction settlement cannot be completely solved. Furthermore, drainage consolidation and replacement methods involve complex construction procedures, long construction periods, and are difficult to meet construction schedule requirements, resulting in high costs and poor economic benefits.
[0004] In view of this, the present invention is hereby proposed. Summary of the Invention
[0005] To address the technical problems existing in the prior art, this invention provides an integral anti-settlement building component structure. By setting up a first connecting beam, a second connecting beam, and reinforced concrete structural columns to support the building's exterior walls and interior floor surface, this invention can prevent the building's exterior walls and interior floor surface from tilting, collapsing, settling, and deforming on special soil conditions, thus reducing the subsequent investment of manpower, material resources, and financial resources. Moreover, compared with drainage consolidation methods and replacement methods, it has the advantages of simple procedures, short construction period, and high economic benefits.
[0006] This invention includes the following technical solutions:
[0007] This invention provides an integral anti-settlement building component structure, including a connecting beam structure. The connecting beam structure includes a first connecting beam and a second connecting beam. Both ends of the second connecting beam are connected to the first connecting beam. The height of the first connecting beam is greater than that of the second connecting beam. The connecting beam is connected to an underground pile foundation through a reinforced concrete structural column.
[0008] Furthermore, the top surfaces of the first connecting beam and the second connecting beam are at the same elevation.
[0009] Furthermore, a third connecting beam and an anti-settlement elevated base plate are sequentially arranged above the connecting beam structure; the anti-settlement elevated base plate is used to connect the building's exterior wall and the interior floor surface layer, or the anti-settlement elevated base plate is used to connect the interior floor surface layer.
[0010] Furthermore, the building's exterior wall is located above the first connecting beam.
[0011] Furthermore, the thickness of the first connecting beam is greater than or equal to the thickness of the building's exterior wall.
[0012] Furthermore, a cantilever beam plate is also connected to the side of the first connecting beam, and the cantilever beam plate and the second connecting beam are respectively located on opposite sides of the first connecting beam; the cantilever beam plate is used to connect cantilever ramps or cantilever steps.
[0013] Furthermore, the top surfaces of the first connecting beam, the second connecting beam, and the cantilever beam are at the same elevation.
[0014] Furthermore, it also includes a cantilevered drainage apron, which is connected to the first connecting beam, and the cantilevered drainage apron and the second connecting beam are respectively located on opposite sides of the first connecting beam.
[0015] Furthermore, the cantilevered drainage includes a horizontal section and a vertical section. One end of the horizontal section is fixedly connected to the first connecting beam, and the other end is fixedly connected to one end of the vertical section. The other end of the vertical section extends underground.
[0016] Furthermore, the horizontal and vertical portions are integrally formed.
[0017] By adopting the above technical solution, the present invention has the following advantages:
[0018] 1. This invention, by setting up a first connecting beam, a second connecting beam, and reinforced concrete structural columns to support the building's exterior walls and interior floor surface, can prevent the building's exterior walls and interior floor surface from tilting, collapsing, settling, and deforming on special soil conditions, thus reducing the later investment of manpower, material resources, and financial resources; moreover, compared with drainage consolidation methods and replacement methods, it has the advantages of simple procedures, short construction period, and high economic benefits.
[0019] 2. This invention enables the construction of buildings on deep soft soil foundations in coastal areas and other special regional rock and soil foundations that may experience post-construction settlement, without requiring foundation treatment for the first floor (i.e., indoor floor surface), drainage, steps, ramps, and other building accessories, so that they are not affected by post-construction settlement and do not tilt, collapse, or crack.
[0020] 3. This invention can be constructed on soft soil foundations or other special rock and soil foundations that may cause settlement, and has good social and economic benefits.
[0021] 4. This invention forms an integrated anti-settlement structure by means of a connecting beam structure, reinforced concrete columns, cantilever beams, a third connecting beam, and an anti-settlement overhead slab and building, which has a better anti-settlement effect.
[0022] Other features and advantages of the invention will be set forth in the following description, and will be apparent in part from the description, or may be learned by practicing the invention. The objects and other advantages of the invention can be realized and obtained by means of the structures pointed out in the description and the drawings. Attached Figure Description
[0023] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.
[0024] Figure 1 This is a top view of an integral anti-settlement building auxiliary component structure according to an embodiment of the present invention;
[0025] Figure 2 This is a top view of the connecting beam in an embodiment of the present invention;
[0026] Figure 3 for Figure 1 Sectional view along axis AA;
[0027] Figure 4 for Figure 1 BB-direction sectional view;
[0028] Figure 5 for Figure 1 CC-direction sectional view;
[0029] Figure 6 This is a partial structural diagram of an integral anti-settlement building auxiliary component structure according to an embodiment of the present invention;
[0030] In the diagram, 10 is the connecting beam structure, 11 is the first connecting beam, 12 is the second connecting beam, 20 is the reinforced concrete structural column, 30 is the third connecting beam, 40 is the anti-settlement elevated base slab, 50 is the building exterior wall, 60 is the interior floor surface layer, 70 is the cantilever beam slab, 80 is the cantilever ramp, 90 is the cantilever step, 100 is the cantilever drainage, 101 is the horizontal section, and 102 is the vertical section. Detailed Implementation
[0031] The following description provides many different embodiments or examples for implementing various features of the invention. The elements and arrangements described in the specific examples below are only for concise expression of the invention and are merely examples, not intended to limit the invention.
[0032] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.
[0033] This embodiment provides an integral anti-settlement building component structure, such as... Figure 1 , Figure 2 As shown, it includes a connecting beam structure 10, which includes a first connecting beam 11 and a second connecting beam 12. Both ends of the second connecting beam 12 are connected to the first connecting beam 11, as shown. Figures 3-4 As shown, the beam height of the first connecting beam 11 is greater than the beam height of the second connecting beam 12. The beam height of the first connecting beam 11 should be understood as the height of the first connecting beam 11; the beam height of the second connecting beam 12 should be understood as the height of the second connecting beam 12. Figure 4 The direction of the center arrow indicates the direction of the beam height; thus, the first connecting beam 11 serves as the main beam, and the second connecting beam 12 as the secondary beam. The first connecting beam 11 provides load-bearing support for the second connecting beam 12, making the force distribution clear and reasonable. Preferably, the elevation of the bottom surface of the first connecting beam 11 is lower than the elevation of the bottom surface of the second connecting beam 12. The connecting beam structure 10 is connected to the underground pile foundation via reinforced concrete structural columns 20. The connection between the reinforced concrete structural columns 20 and the underground pile foundation provides support and fixation for the connecting beam structure 10, enabling it to withstand the dead and live loads, horizontal loads, and seismic forces of the connecting beam structure 10, and transferring the load to the underground pile foundation, thus preventing settlement.
[0034] like Figure 1 The accompanying drawing illustrates an exemplary structure in this embodiment. While only a portion of the structure is shown, those skilled in the art can deduce the contents of the other parts of the drawing based on its contents. Multiple reinforced concrete structural columns 20 are provided, all positioned at the joint between the first connecting beam 11 and the second connecting beam 12. These reinforced concrete columns 20 provide load-bearing support for the second connecting beam 12, thus reducing the calculated span and better transferring loads.
[0035] Most ground-level buildings have exterior walls 50 and interior floor surfaces 60, so the connecting beam structure 10 is used to support the exterior walls 50 and the interior floor surfaces 60. Therefore, in some embodiments, such as Figures 3-5 As shown, the first connecting beam 11 and the second connecting beam 12 have the same elevation, which makes it easier to construct the superstructure (building exterior wall 50, indoor floor surface layer 60, etc.), and at the same time ensures that the connecting beam is subjected to more uniform stress, improves its stability, and has a better anti-settlement effect.
[0036] There is usually a difference in elevation between the interior and exterior of a building, so in some implementations, such as Figure 1 As shown, a third connecting beam 30 and an anti-settlement elevated base plate 40 are sequentially arranged above the connecting beam structure 10. The anti-settlement elevated base plate is used to connect the building exterior wall 50 and the indoor floor surface layer 60, or the anti-settlement elevated base plate 40 is used to connect the indoor floor surface layer 60. The third connecting beam 30 can compensate for the height difference between the indoor and outdoor areas and can also be used to support the anti-settlement elevated base plate 40. Since the building exterior wall 50 is generally only located around the perimeter of the building, the anti-settlement elevated base plate 40 is not always used to support the building exterior wall 50, but it is used to support the indoor floor surface layer 60. The anti-settlement elevated base plate 40 can further disperse the pressure of the building exterior wall 50 and the indoor floor surface layer 60 on the lower connecting beam, making the connecting beam structure 10 more uniformly stressed and improving the anti-settlement effect.
[0037] To further improve the load-bearing and anti-settlement effects of the building exterior wall 50, in some embodiments, the building exterior wall 50 is located above the first connecting beam 11; such a structure allows the force of the building exterior wall 50 to act directly on the first connecting beam 11.
[0038] Because the building's exterior wall 50 has a small load-bearing area but a heavy and large overall structure, the force it exerts on the connecting beam structure 10 is concentrated and large. Therefore, in order to better transfer the force and simultaneously prevent settlement, in some embodiments, such as... Figures 3-5 As shown, the thickness of the first connecting beam 11 is greater than or equal to the thickness of the building exterior wall 50. Figure 5 The direction indicated by the middle arrow is the thickness direction. It should be noted that if the thickness of the first connecting beam 11 is equal to or less than the thickness of the building exterior wall 50, it should be within the protection scope of this invention. Figure 1 As shown in the figure, the thickness of the first connecting beam 11 is greater than the thickness of the building exterior wall 50.
[0039] Figure 1The diagram shows a reinforced concrete structural column 20 connected to the first connecting beam 11 that supports the building exterior wall 50. In addition to extending underground to connect to the underground pile foundation, the reinforced concrete structural column 20 also extends upward to connect to the building exterior wall 50. This direct connection with the building exterior wall 50 makes the building exterior wall 50, the connecting beam structure 10, and the reinforced concrete structural column 20 a whole. The reinforced concrete structural column 20 not only plays a supporting and force-transferring role, but also forms a whole structure with better anti-settlement effect. Figure 1 In this configuration, the reinforced concrete structural column 20 is connected to the side of the building's exterior wall 50; preferably, as shown below... Figure 6 As shown, the reinforced concrete structural column 20 is connected inside the building exterior wall 50, that is, the reinforced concrete structural column 20 is connected between the building exterior walls 50.
[0040] Preferably, the reinforced concrete structural column 20, which is not used to connect the building exterior wall 50, extends upward to the same height as the anti-settlement elevated base plate 40, that is, the elevation of the top surface of the reinforced concrete structural column 20 is equal to the elevation of the top surface of the anti-settlement elevated base plate 40.
[0041] It should be noted that, in addition to the two methods of using the reinforced concrete structural column 20 to connect the building exterior wall 50 and having the top surface elevation of the reinforced concrete structural column 20 equal to the top surface elevation of the anti-settlement overhead base plate 40, having the top surface elevation of the reinforced concrete structural column 20 equal to the top surface elevation of the connecting beam structure 10 should also be within the scope of protection of this invention; those skilled in the art can select and determine the top surface elevation of the reinforced concrete structural column 20 according to actual needs.
[0042] In addition to the building's exterior walls 50 and interior structure, it also has some exterior structures, such as in some embodiments. Figure 4 and Figure 5 As shown, the side of the first connecting beam 11 is also connected to a cantilever beam 70, and the cantilever beam 70 and the second connecting beam 12 are respectively located on opposite sides of the first connecting beam 11; the cantilever beam 70 is used to connect the cantilever ramp 80 or the cantilever step 90.
[0043] In order to form an integrated, monolithic anti-settlement structure, in some embodiments, such as Figure 4 , Figure 5 As shown, the top surfaces of the first connecting beam 11, the second connecting beam 12, and the cantilever beam 70 are at the same elevation.
[0044] To form an integrated, monolithic anti-settlement structure, in some embodiments, such as Figure 3As shown, it also includes a cantilevered drainage ditch 100, which is connected to the first connecting beam 11, and the cantilevered drainage ditch 100 and the second connecting beam 12 are located on opposite sides of the first connecting beam 11.
[0045] In some embodiments, the cantilevered drainage ditch 100 includes a horizontal portion 101 and a vertical portion 102. One end of the horizontal portion 101 is fixedly connected to the first connecting beam 11, and the other end is fixedly connected to one end of the vertical portion 102. The other end of the vertical portion 102 extends underground.
[0046] In some embodiments, the horizontal portion 101 and the vertical portion 102 are integrally formed.
[0047] In the description of this invention, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the stated features. In the description of this invention, "a plurality of" means two or more, unless otherwise explicitly specified.
[0048] In the description of this invention, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "linking" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection, an electrical connection, or a connection that allows for communication; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal connection of multiple components or the interaction between multiple components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.
[0049] Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some of the technical features; and these modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims
1. An integral anti-settlement building component structure, characterized in that, The structure includes a connecting beam structure (10), which includes a first connecting beam (11) and a second connecting beam (12). Both ends of the second connecting beam (12) are connected to the first connecting beam (11). The height of the first connecting beam (11) is greater than the height of the second connecting beam (12). The connecting beam is connected to the underground pile foundation through reinforced concrete structural columns (20).
2. The integral anti-settlement building auxiliary component structure according to claim 1, characterized in that, The top surfaces of the first connecting beam (11) and the second connecting beam (12) are at the same elevation.
3. The integral anti-settlement building auxiliary component structure according to claim 2, characterized in that, A third connecting beam (30) and an anti-settlement overhead plate (40) are sequentially arranged above the connecting beam structure (10); the anti-settlement overhead plate (40) is used to connect the building exterior wall (50) and the indoor floor surface layer (60) or the anti-settlement overhead plate (40) is used to connect the indoor floor surface layer (60).
4. The integral anti-settlement building auxiliary component structure according to claim 3, characterized in that, The building exterior wall (50) is located above the first connecting beam (11).
5. The integral anti-settlement building auxiliary component structure according to claim 4, characterized in that, The thickness of the first connecting beam (11) is greater than or equal to the thickness of the building exterior wall (50).
6. An integral anti-settlement building component structure according to any one of claims 3-5, characterized in that, The side of the first connecting beam (11) is also connected to a cantilever beam plate (70), and the cantilever beam plate (70) and the second connecting beam (12) are located on opposite sides of the first connecting beam (11); the cantilever beam plate (70) is used to connect the cantilever ramp (80) or the cantilever step (90).
7. The integral anti-settlement building component structure according to claim 6, characterized in that, The top surfaces of the first connecting beam (11), the second connecting beam (12), and the cantilever beam (70) are at the same elevation.
8. An integral anti-settlement building component structure according to any one of claims 3-5, characterized in that, It also includes a cantilevered drainage ditch (100), which is connected to the first connecting beam (11), and the cantilevered drainage ditch (100) and the second connecting beam (12) are located on opposite sides of the first connecting beam (11).
9. The integral anti-settlement building auxiliary component structure according to claim 8, characterized in that, The cantilevered drainage (100) includes a horizontal part (101) and a vertical part (102). One end of the horizontal part (101) is fixedly connected to the first connecting beam (11), and the other end is fixedly connected to one end of the vertical part (102). The other end of the vertical part (102) extends underground.
10. The integral anti-settlement building auxiliary component structure according to claim 9, characterized in that, The horizontal part (101) and the vertical part (102) are integrally formed.