Rectangular bearing platform for building

Abstract

The utility model discloses a rectangular bearing platform for a building, which belongs to the technical field of building construction and comprises a rectangular bearing platform body, a reinforcing component, a load strut and a mounting component. The reinforcing assembly comprises a plurality of groups of first keel steel bars and a plurality of groups of second keel steel bars, three groups of positioning mechanisms are arranged in the plurality of groups of first keel steel bars, and the plurality of groups of first keel steel bars are connected through the three groups of positioning mechanisms; through the arrangement of the positioning mechanisms, a plurality of groups of first keel steel bars can be positioned and fixed by utilizing three groups of positioning mechanisms, so that a plurality of groups of second keel steel bars can be conveniently sleeved on the surfaces of the plurality of groups of first keel steel bars, and the first keel steel bars and the second keel steel bars can be supported; keel steel bars are prevented from shaking or inclining, the bearing effect of the rectangular bearing platform body is guaranteed, and the adaptability of the device is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, and specifically relates to a rectangular building pile cap. Background Technique

[0002] In recent years, high-rise buildings in China have emerged in large numbers like bamboo shoots after a spring rain. Due to the complex stress of high-rise buildings, the requirements for the strength, stiffness and stability of the foundation are more stringent. The design of the foundation includes the design of the foundation and the treatment of the foundation soil. The two are inseparable and have become the issues of concern in the analysis of high-rise buildings. Since the foundation and the foundation are underground hidden works, once an accident occurs, it is easy to cause disastrous consequences. How to take more effective measures to strengthen the rigidity and strength of the foundation structure in order to reinforce the adaptability of the building weight to uneven deformation of the foundation soil is the more fundamental and crucial issue.

[0003] A Chinese patent with the publication number of CN205475296U discloses a steel bar rectangular pile cap building foundation structure. The technical solution of the utility model is as follows: it includes a plurality of rectangular pile caps, a plurality of load-bearing columns, a lower stratum, a bearing stratum and a foundation layer. A rectangular pile cap keel is also arranged inside the rectangular pile cap, and a load-bearing column keel is also arranged inside the load-bearing column.

[0004] There are still some obvious deficiencies in the steel bar rectangular pile cap building foundation structure involved in the above patent during actual use. There is a problem that it is inconvenient to position the keel steel bars inside the building rectangular pile cap. Therefore, it is necessary for us to propose a building rectangular pile cap. Content of the Utility Model

[0005] The purpose of the utility model is to provide a building rectangular pile cap, which has a structure that is convenient for positioning the keel steel bars inside the building rectangular pile cap, so as to solve the problems put forward in the above background technique.

[0006] To achieve the above purpose, the utility model provides the following technical solution: a building rectangular pile cap, including a rectangular pile cap body, a reinforcement component, load-bearing columns and a mounting component; the reinforcement component is arranged inside the rectangular pile cap body, there are four groups of load-bearing columns, and the four groups of load-bearing columns are arranged on the top of the rectangular pile cap body, and the mounting component is arranged between the bottoms of the four groups of load-bearing columns and the top of the rectangular pile cap body;

[0007] The reinforcement component includes a first keel steel bar and a second keel steel bar. There are several groups of both the first keel steel bar and the second keel steel bar. The inner walls of several groups of the second keel steel bars are evenly sleeved on the surfaces of several groups of the first keel steel bars. There are three groups of positioning mechanisms arranged inside several groups of the first keel steel bars, and several groups of the first keel steel bars are connected through the three groups of positioning mechanisms.

[0008] Preferably, the positioning mechanism includes a positioning plate disposed between several groups of the first keel steel bars. A plurality of groups of positioning grooves are evenly formed at both ends of the positioning plate. The interiors of the several groups of positioning grooves are adapted to the surfaces of the several groups of the first keel steel bars, and the surfaces of the several groups of the first keel steel bars are attached to the inner walls of the positioning grooves.

[0009] Preferably, the positioning mechanism further includes positioning holes formed in the inner walls of the several groups of positioning grooves. Positioning rods are disposed at corresponding positions on one side of the several groups of positioning holes. The surfaces of the positioning rods are adapted to the interiors of the positioning holes, and the surfaces of the positioning rods are threadedly connected to the inner walls of the positioning holes.

[0010] Preferably, the positioning mechanism further includes connection holes formed in the surfaces of the first keel steel bars. The interiors of the connection holes are adapted to one ends of the positioning rods, and the bottom ends of the positioning rods are inserted into the inner cavities of the connection holes.

[0011] Preferably, the installation assembly includes an installation seat fixedly installed on the top of the rectangular bearing platform. Four groups of installation grooves are formed in the top of the installation seat. Four groups of installation holes are formed through the four corners of the top of the installation seat. Four groups of installation rods are disposed at corresponding positions above the four groups of installation holes. The bottom ends of the four groups of installation rods are respectively inserted into the inner cavities of the four groups of installation holes.

[0012] Preferably, the installation assembly further includes four groups of installation plates fixedly installed at the bottoms of the four groups of load support columns. The surfaces of the four groups of installation plates are adapted to the four groups of installation grooves, and the installation plates are slidably connected to the inner walls of the installation grooves.

[0013] Preferably, the installation assembly further includes four groups of embedded pipes disposed at the four corners of the upper end of the rectangular bearing platform. The interiors of the embedded pipes are adapted to the surfaces of the installation rods, and the surfaces of the installation rods are threadedly connected to the interiors of the embedded pipes.

[0014] Preferably, four groups of load keel steel bars are disposed inside the load support column. A connection mechanism is disposed between the four groups of load keel steel bars, and the four groups of load keel steel bars are connected together through the connection mechanism.

[0015] Preferably, the connection mechanism includes a connection column disposed between the four groups of load keel steel bars. Two groups of H-shaped rods are fixedly installed at both ends of the connection column.

[0016] Preferably, four groups of arc-shaped rings are fixedly installed at both ends of the two groups of H-shaped rods. The four groups of arc-shaped rings are adapted to the surfaces of the four groups of load keel steel bars, and the surfaces of the four groups of load keel steel bars are respectively clamped in the inner cavities of the four groups of arc-shaped rings.

[0017] Compared with the prior art, the beneficial effects of the utility model are as follows:

[0018] Through the setting of the positioning mechanism, the utility model can use three groups of positioning mechanisms to position and fix several groups of first keel steel bars, which is convenient for several groups of second keel steel bars to be sleeved on the surface of the several groups of first keel steel bars. It can also play a supporting role for the first keel steel bars and the second keel steel bars, avoid the shaking or inclination of the keel steel bars, ensure the load-bearing effect of the rectangular bearing platform body, and improve the adaptability of the device.

[0019] Other features and advantages of the utility model will be described in the following specification. And, partly, they will become obvious from the specification, or be understood by implementing the utility model. The purpose and other advantages of the utility model can be realized and obtained through the structure pointed out in the specification and the drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Figure 1 is a schematic structural diagram of the utility model;

[0021] Figure 2 is a schematic structural diagram of the mounting base of the utility model;

[0022] Figure 3 is a schematic structural diagram of the mounting assembly of the utility model;

[0023] Figure 4 is a schematic internal structural diagram of the rectangular bearing platform body of the utility model;

[0024] Figure 5 is a schematic structural diagram of the positioning mechanism of the utility model;

[0025] Figure 6 is a schematic structural diagram of the connecting mechanism of the utility model.

[0026] In the figure: 1, rectangular bearing platform body; 2, load support column; 3, first keel steel bar; 4, second keel steel bar; 5, positioning mechanism; 501, positioning plate; 502, positioning groove; 503, positioning hole; 504, positioning rod; 505, connecting hole; 6, mounting base; 7, mounting groove; 8, mounting hole; 9, mounting rod; 10, mounting plate; 11, embedded pipe; 12, load-bearing keel steel bar; 13, connecting mechanism; 131, connecting column; 132, H-shaped rod; 133, arc ring. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0027] The technical solutions in the embodiments of the present utility model will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. All other embodiments obtained by those of ordinary skill in the art based on the embodiments of the present utility model without creative efforts shall fall within the protection scope of the present utility model.

[0028] Please refer to Figure 1-6 , the present utility model provides a technical solution: a rectangular building pile cap, including a rectangular pile cap body 1, a reinforcement component, a load support column 2, and a mounting component.

[0029] Preferably, a reinforcement component for reinforcing the rectangular pile cap body 1 is provided inside the rectangular pile cap body 1, four groups of load support columns 2 are provided on the top of the rectangular pile cap body 1, and a mounting component for mounting the four groups of load support columns 2 is provided between the bottoms of the four groups of load support columns 2 and the top of the rectangular pile cap body 1.

[0030] Preferably, as Figure 4 and Figure 5 shown, the reinforcement component includes: a first keel steel bar 3, a second keel steel bar 4, and a positioning mechanism 5. A number of groups of the first keel steel bars 3 and the second keel steel bars 4 are provided. The inner walls of the number of groups of the second keel steel bars 4 are uniformly sleeved on the surfaces of the number of groups of the first keel steel bars 3. Three groups of positioning mechanisms 5 are provided inside the number of groups of the first keel steel bars 3, and the number of groups of the first keel steel bars 3 are connected by the three groups of positioning mechanisms 5.

[0031] Specifically, through the setting of the positioning mechanism 5, the number of groups of the first keel steel bars 3 can be positioned and fixed by the three groups of positioning mechanisms 5, which is convenient for the number of groups of the second keel steel bars 4 to be sleeved on the surfaces of the number of groups of the first keel steel bars 3. It can also play a supporting role for the first keel steel bars 3 and the second keel steel bars 4, avoiding the shaking or tilting of the keel steel bars, ensuring the load-bearing effect of the rectangular pile cap body 1, and improving the adaptability of the device.

[0032] Preferably, as Figure 5As shown in the figure, the positioning mechanism 5 includes: a positioning plate 501, positioning grooves 502, positioning holes 503, positioning rods 504, and connection holes 505. The positioning plate 501 is disposed between several groups of first keel steel bars 3. Several groups of positioning grooves 502 are evenly formed at both ends of the positioning plate 501. The interiors of several groups of positioning grooves 502 are adapted to the surfaces of several groups of first keel steel bars 3, and the surfaces of several groups of first keel steel bars 3 are attached to the inner walls of the positioning grooves 502. The positioning holes 503 are formed in the inner walls of several groups of positioning grooves 502. Positioning rods 504 are provided at corresponding positions on one side of several groups of positioning holes 503. The surfaces of the positioning rods 504 are adapted to the interiors of the positioning holes 503, and the surfaces of the positioning rods 504 are threadedly connected to the inner walls of the positioning holes 503. The connection holes 505 are formed in the surfaces of the first keel steel bars 3. The interiors of the connection holes 505 are adapted to one ends of the positioning rods 504, and the bottom ends of the positioning rods 504 are inserted into the inner cavities of the connection holes 505.

[0033] Specifically, through the combined use of the positioning plate 501, positioning grooves 502, positioning holes 503, positioning rods 504, and connection holes 505, it is convenient to position and fix several groups of first keel steel bars 3, avoiding the problems of shaking or tilting of the first keel steel bars 3 after fixation, and improving the stability after the connection of the first keel steel bars 3 and the second keel steel bars 4.

[0034] Preferably, as Figure 2 and Figure 3 shown in the figure, the installation assembly includes: an installation base 6, installation grooves 7, installation holes 8, installation rods 9, installation plates 10, and embedded pipes 11. The installation base 6 is fixedly installed on the top of the rectangular bearing platform 1. Four groups of installation grooves 7 are formed on the top of the installation base 6. Four groups of installation holes 8 are formed through the four corners of the top of the installation base 6. Four groups of installation rods 9 are provided at corresponding positions above the four groups of installation holes 8. The bottom ends of the four groups of installation rods 9 are respectively inserted into the inner cavities of the four groups of installation holes 8. Four groups of installation plates 10 are fixedly installed at the bottoms of the four groups of load-bearing columns 2. The surfaces of the four groups of installation plates 10 are adapted to the four groups of installation grooves 7, and the installation plates 10 are slidably connected to the inner walls of the installation grooves 7. Four groups of embedded pipes 11 are disposed at the four corners of the upper end of the rectangular bearing platform 1. The interiors of the embedded pipes 11 are adapted to the surfaces of the installation rods 9, and the surfaces of the installation rods 9 are threadedly connected to the interiors of the embedded pipes 11, which can facilitate the fixation of the load-bearing columns 2 on the top of the rectangular bearing platform 1.

[0035] Preferably, as Figure 6 shown in the figure, four groups of load-bearing keel steel bars 12 are provided inside the load-bearing columns 2. A connection mechanism 13 is provided between the four groups of load-bearing keel steel bars 12, and the four groups of load-bearing keel steel bars 12 are connected together through the connection mechanism 13, which can reinforce the load-bearing columns 2 and enhance the load-bearing capacity of the load-bearing columns 2.

[0036] Preferably, as Figure 6 shown, the connecting mechanism 13 includes: a connecting column 131, an H-shaped rod 132, and an arc-shaped ring 133. The connecting column 131 is arranged between four groups of load keel steel bars 12. Two groups of H-shaped rods 132 are fixedly installed at both ends of the connecting column 131. Four groups of arc-shaped rings 133 are fixedly installed at both ends of the two groups of H-shaped rods 132. The four groups of arc-shaped rings 133 are arranged in a matching manner with the surfaces of the four groups of load keel steel bars 12, and the surfaces of the four groups of load keel steel bars 12 are respectively clamped in the inner cavities of the four groups of arc-shaped rings 133, which can facilitate the fixation of the four groups of load keel steel bars 12 and facilitate the installation of the four groups of load keel steel bars 12 inside the load support column 2.

[0037] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A rectangular building cap, characterized in that: It comprises a rectangular support body (1), a reinforcement component, a load support column (2) and an installation component; The reinforcement component is arranged inside the rectangular support body (1), four groups of the load pillars (2) are provided, and the four groups of the load pillars (2) are arranged on the top of the rectangular support body (1), and the installation component is arranged between the bottom of the four groups of the load pillars (2) and the top of the rectangular support body (1); The reinforcement component comprises a first keel steel bar (3) and a second keel steel bar (4), wherein the first keel steel bar (3) and the second keel steel bar (4) are provided in a plurality of groups, the inner walls of the plurality of groups of the second keel steel bars (4) are evenly sleeved on the surfaces of the plurality of groups of the first keel steel bars (3), three groups of positioning mechanisms (5) are provided inside the plurality of groups of the first keel steel bars (3), and the plurality of groups of the first keel steel bars (3) are connected via the three groups of the positioning mechanisms (5).

2. A rectangular building cap according to claim 1, characterized in that: The positioning mechanism (5) comprises a positioning plate (501) arranged between a plurality of groups of the first keel steel bars (3), a plurality of groups of positioning grooves (502) being evenly arranged at both ends of the positioning plate (501), the interiors of the plurality of groups of the positioning grooves (502) being adapted to the surfaces of the plurality of groups of the first keel steel bars (3), and the surfaces of the plurality of groups of the first keel steel bars (3) being in contact with the inner walls of the positioning grooves (502).

3. A rectangular building cap according to claim 2, characterized in that: The positioning mechanism (5) further comprises positioning holes (503) formed on the inner walls of the plurality of groups of positioning grooves (502), and positioning rods (504) are provided at corresponding positions on one side of the plurality of groups of positioning holes (503), and the surface of the positioning rod (504) is adapted to the interior of the positioning hole (503), and the surface of the positioning rod (504) is threadedly connected to the inner wall of the positioning hole (503).

4. The rectangular building cap according to claim 3, characterized in that: The positioning mechanism (5) also includes a connection hole (505) opened on the surface of the first keel steel bar (3), the interior of the connection hole (505) is adapted to one end of the positioning rod (504), and the bottom end of the positioning rod (504) is inserted into the inner cavity of the connection hole (505).

5. The rectangular building cap according to claim 1, characterized in that: The mounting assembly comprises a mounting seat (6) fixedly mounted on the top of the rectangular support body (1); four groups of mounting grooves (7) are provided on the top of the mounting seat (6); four groups of mounting holes (8) are provided through the four corners of the top of the mounting seat (6); four groups of mounting rods (9) are provided at corresponding positions above the four groups of mounting holes (8); the bottom ends of the four groups of mounting rods (9) are respectively inserted into the inner cavities of the four groups of mounting holes (8).

6. The rectangular building cap according to claim 5, characterized in that: The mounting assembly further comprises four groups of mounting plates (10) fixedly mounted on the bottoms of the four groups of load pillars (2); the surfaces of the four groups of mounting plates (10) are adapted to the four groups of mounting grooves (7), and the mounting plates (10) are slidably connected to the inner walls of the mounting grooves (7).

7. The rectangular building cap according to claim 6, characterized in that: The installation assembly also includes four groups of embedded pipes (11) arranged at the four corners of the upper end of the rectangular support body (1), the interior of the embedded pipe (11) is adapted to the surface of the installation rod (9), and the surface of the installation rod (9) is threadedly connected to the interior of the embedded pipe (11).

8. The rectangular building cap according to claim 1, characterized in that: Four groups of load keel steel bars (12) are arranged inside the load support column (2), and connecting mechanisms (13) are arranged between the four groups of load keel steel bars (12), and the four groups of load keel steel bars (12) are connected together through the connecting mechanisms (13).

9. The rectangular building cap according to claim 8, characterized in that: The connection mechanism (13) comprises a connection column (131) arranged between the four groups of load keel steel bars (12), and two groups of H-shaped rods (132) are fixedly mounted at both ends of the connection column (131).

10. The rectangular building cap according to claim 9, characterized in that: Four groups of arc rings (133) are fixedly mounted at both ends of the two groups of H-shaped rods (132); the four groups of arc rings (133) are adapted to the surfaces of the four groups of load-bearing keel steel bars (12); and the surfaces of the four groups of load-bearing keel steel bars (12) are respectively clamped in the inner cavities of the four groups of arc rings (133).

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