Prefabricated building structure for foundation embedded pipe

Abstract

The utility model relates to the technical field of prefabricated building structures, and discloses a prefabricated building structure for a foundation embedded pipe, which comprises a concrete prefabricated plate and a butt joint rod, second mounting grooves integrally formed with the butt joint rod are formed in the positions, located on the front sides of the first mounting grooves, of the surfaces of the left side and the right side of the butt joint rod correspondingly, and positioning mechanisms are arranged in the first mounting grooves. According to the utility model, the concrete precast slab is arranged, and the concrete precast slab replaces the existing concrete foundation surface formed by pouring; the two concrete prefabricated slabs are spliced together through the butt joint rods, and the deviation preventing rods and the deviation preventing grooves avoid the deviation phenomenon when the two concrete prefabricated slabs are spliced. The positioning rods in the positioning mechanisms extend into the positioning grooves under the elastic force of the springs, the two concrete prefabricated slabs are firmly fixed together, the connecting position of the two concrete prefabricated slabs does not deform when being stressed through the fixing mode, and reliable firmness and stability are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of prefabricated building structures, in particular to a prefabricated building structure for foundation embedded pipes. Background Art

[0002] When constructing traditional foundation pre-buried pipes, the foundation surface is first planned, then the trench is dug and the foundation piles are installed, the grid foundation is cast around the foundation piles using a casting template, the soil in the grid foundation is compacted, the channel is dug and the foundation pre-buried pipes are installed, the soil is backfilled, the backfilled soil is compacted, and finally concrete is poured on the soil surface; with the rise of prefabricated buildings, the traditional soil surface pouring concrete has also been replaced by concrete prefabricated panels, which have the advantages of high structural strength, fast construction speed, high cost-effectiveness, etc., and do not require on-site pouring construction, saving a lot of construction time;

[0003] In the existing technology, during the construction of concrete precast panel buildings, it is inconvenient to fix the precast panels when they are spliced, resulting in the connection being easily loosened by external influences, poor stability, and affecting the firmness of the installation of the precast panels.

[0004] A Chinese patent discloses a building concrete prefabricated panel (authorization announcement number CN219471340U), which is convenient for splicing multiple prefabricated panels by embedding the plug-in blocks in adjacent slots, and convenient for storing springs through the grooves. The elasticity of the springs facilitates the operation of the pressing plate to press downward, so that the limit blocks are clamped in the limit holes, thereby positioning the plug-in blocks, which is convenient for fixing the joints when the prefabricated panels are spliced;

[0005] However, it has certain disadvantages: when its spring is not under stress, the distance between the two pressure plates is the vertical length of the plug. Therefore, when the connection between the two prefabricated panels is under stress, one of the springs will be compressed, which will cause a limit block to move out of the limit hole, and thus the two prefabricated panels cannot remain in a neat and flat state. Therefore, its fixing method for the two prefabricated panels is not firm and reliable. Utility Model Content

[0006] The utility model aims to provide a prefabricated building structure for pre-buried pipes in foundation to solve the problems raised in the above-mentioned background technology.

[0007] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0008] A prefabricated building structure for pre-buried pipes in a foundation comprises a prefabricated concrete panel and a butt joint rod, wherein the interior of the prefabricated concrete panel is provided with a pre-buried pipe hole, the left and right side surfaces of the prefabricated concrete panel are provided with a butt joint groove, one side surface of the butt joint groove is provided with a positioning groove, the left and right side surfaces of the butt joint rod are provided with a first installation groove, and the left and right side surfaces of the butt joint rod are provided with a second installation groove integrally formed therewith on the front side of the first installation groove, and a positioning mechanism is arranged inside the first installation groove.

[0009] As a further solution of the utility model: the positioning mechanism includes a positioning rod, a pressure rod is installed on the lower surface of the left end of the positioning rod, and a plurality of balls are embedded and rollingly connected on the left surface of the positioning rod, a spring is installed on the right surface of the positioning rod, and the right surface of the positioning rod is located outside the spring and is movably connected with a sliding rod.

[0010] As a further solution of the utility model: the left side surface of the concrete precast panel is located on both sides of the upper and lower sides of the docking groove and is provided with multiple anti-deflection grooves, and the right side surface of the concrete precast panel is located on both sides of the upper and lower sides of the docking groove and is installed with multiple anti-deflection rods.

[0011] As a further solution of the utility model: the positioning rod is movably located inside the first installation groove, and the pressing rod is movably located inside the second installation groove.

[0012] As a further solution of the utility model: the right end of the spring and the right end of the slide rod are both installed on the inner right side surface of the first installation groove.

[0013] As a further solution of the utility model: the number of the anti-deviation grooves is equal to the number of the anti-deviation rods, and the diameter of the anti-deviation grooves is equal to the diameter of the anti-deviation rods.

[0014] Compared with the prior art, the beneficial effects of the utility model are:

[0015] The utility model is provided with a concrete precast plate, which replaces the existing cast concrete foundation surface and is convenient for the passage of the foundation pre-buried pipe; the two concrete precast plates are spliced ​​together by a butt rod, and the anti-deviation rod and the anti-deviation groove avoid the phenomenon of deviation when the two concrete precast plates are spliced; the positioning rod in the positioning mechanism extends into the positioning groove under the elastic force of the spring, and the two concrete precast plates are firmly fixed together, and the fixing method ensures that the connection of the two concrete precast plates will not be deformed when subjected to force, and has reliable firmness and stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a structural schematic diagram of a prefabricated building structure for pre-buried pipes in the foundation;

[0017] Figure 2 It is a schematic diagram of a half-sectional structure of a prefabricated concrete panel in a prefabricated building structure for pre-embedded pipes in a foundation;

[0018] Figure 3 It is a partial exploded view of a prefabricated building structure for pre-buried pipes in the foundation;

[0019] Figure 4 for Figure 3 A magnified view of middle;

[0020] Figure 5 It is a structural schematic diagram of a positioning mechanism in a prefabricated building structure for pre-buried pipes in a foundation;

[0021] Figure 6 It is a schematic diagram of the actual butt joint installation of a prefabricated concrete slab in a prefabricated building structure for pre-buried pipes in the foundation;

[0022] Figure 7 The diagram is a schematic diagram of the actual installation of a prefabricated building structure for pre-buried pipes in the foundation.

[0023] In the figure: 1. Precast concrete slab; 2. Docking rod; 3. Pre-buried pipe hole; 4. Docking groove; 5. Positioning groove; 6. First mounting groove; 7. Second mounting groove; 8. Positioning mechanism; 9. Positioning rod; 10. Pressure rod; 11. Ball; 12. Spring; 13. Sliding rod; 14. Anti-deviation groove; 15. Anti-deviation rod; 16. Pre-buried foundation pipe. DETAILED DESCRIPTION

[0024] See also Figure 1 , Figure 6 and Figure 7 In the embodiment of the utility model, a prefabricated building structure for pre-buried pipes in the foundation includes a prefabricated concrete panel 1 and a butt rod 2, and a pre-buried pipe hole 3 is opened inside the prefabricated concrete panel 1;

[0025] The ground soil is filled to the outside of the foundation pre-buried pipe 16 and compacted, the precast concrete panel 1 is placed on the compacted ground surface, and the foundation pre-buried pipe 16 moves through the pre-buried pipe hole 3 on the precast concrete panel 1;

[0026] The butt rod 2 is used to butt two identical precast concrete panels 1 together.

[0027] exist Figures 1 to 6In the figure: the left and right surfaces of the concrete precast panel 1 are provided with docking grooves 4, one side surface of the docking groove 4 is provided with a positioning groove 5, the left and right surfaces of the docking rod 2 are provided with a first installation groove 6, and the left and right surfaces of the docking rod 2 are provided with a second installation groove 7 integrally formed with the first installation groove 6 on the front side, and a positioning mechanism 8 is arranged inside the first installation groove 6, the positioning mechanism 8 includes a positioning rod 9, the positioning rod 9 is movably located inside the first installation groove 6, a pressure rod 10 is installed on the lower surface of the left end of the positioning rod 9, and the pressure rod 10 is movably located inside the second installation groove 7, a plurality of balls 11 are embedded and rollingly connected on the left side surface of the positioning rod 9, a spring 12 is installed on the right side surface of the positioning rod 9, the right end of the spring 12 and the right end of the sliding rod 13 are both installed on the right side surface inside the first installation groove 6, and the right side surface of the positioning rod 9 is located on the outer side of the spring 12 and is movably connected with the sliding rod 13;

[0028] From the front view direction of the concrete precast panel 1, the shape of the docking groove 4 is composed of a square and an isosceles trapezoid integrally formed with the square. From the front view direction of the docking rod 2, the shape of the docking rod 2 is a symmetrical arrangement of the above-mentioned figures. Put two concrete precast panels 1 together so that the docking grooves 4 on the two concrete precast panels 1 are aligned, and the docking rod 2 is inserted into the two docking grooves 4 from front to back. The docking rod 2 just fits the two docking grooves 4, and the two concrete precast panels 1 can be docked together.

[0029] The thickness of the second mounting groove 7 in the left-right direction is greater than the thickness of the pressure rod 10 in the left-right direction. After the pressure rod 10 is pressed into the second mounting groove 7, the surface of the ball 11 can be flush with the surface of the docking rod 2; after the positioning rod 9 and the pressure rod 10 are extended into the positioning groove 5, the docking rod 2 and the two precast concrete panels 1 can be firmly fixed together;

[0030] The ball bearings 11 reduce the friction between the positioning rod 9 and the precast concrete slab 1, making the installation of the docking rod 2 smoother.

[0031] exist Figure 1 and Figure 6 Middle: The left side surface of the concrete precast panel 1 is located at the upper and lower sides of the docking groove 4 and is provided with a plurality of anti-deflection grooves 14, and the right side surface of the concrete precast panel 1 is located at the upper and lower sides of the docking groove 4 and is provided with a plurality of anti-deflection rods 15, the number of the anti-deflection grooves 14 is equal to the number of the anti-deflection rods 15, and the diameter of the anti-deflection grooves 14 is equal to the diameter of the anti-deflection rods 15;

[0032] The anti-deviation groove 14 and the anti-deviation rod 15 can be used to neatly put two prefabricated concrete panels 1 together to avoid deviation.

[0033] The working principle of the utility model is: during work, the concrete precast panel 1 is placed on the compacted soil so that the foundation embedded pipe 16 passes through the embedded pipe hole 3; when splicing two concrete precast panels 1, the staff puts the two concrete precast panels 1 together so that the anti-deflection rod 15 on one concrete precast panel 1 enters the anti-deflection groove 14 on the other concrete precast panel 1, and then inserts the docking rod 2 into the docking groove 4 on the two concrete precast panels 1. When the positioning rod 9 is close to the concrete precast panel 1, the pressure rod 10 is pressed with a long stick-shaped object to drive the positioning rod 9 to retract into the first installation groove 6, and then the docking rod 2 is continued to be inserted. When the positioning rod 9 enters the docking groove 4, the pressure rod 10 is released; the docking rod 2 is continued to be inserted until the positioning rod 9 and the pressure rod 10 are aligned with the positioning groove 5, and the positioning rod 9 and the pressure rod 10 enter the positioning groove 5 through the elastic force of the spring 12. At this time, the docking rod 2 firmly fixes the two concrete precast panels 1 together.

[0034] What is described above is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A prefabricated building structure for pre-buried pipes in a foundation, comprising a prefabricated concrete panel (1) and a butt joint rod (2), wherein a pre-buried pipe hole (3) is provided inside the prefabricated concrete panel (1), characterized in that: The left and right side surfaces of the concrete precast panel (1) are both provided with docking grooves (4), one side surface of the docking groove (4) is provided with a positioning groove (5), the left and right side surfaces of the docking rod (2) are both provided with a first installation groove (6), and the left and right side surfaces of the docking rod (2) are both provided with a second installation groove (7) formed integrally therewith on the front side of the first installation groove (6), and a positioning mechanism (8) is provided inside the first installation groove (6).

2. A prefabricated building structure for foundation embedded pipes according to claim 1, characterized in that: The positioning mechanism (8) comprises a positioning rod (9), a pressure rod (10) is installed on the lower surface of the left end of the positioning rod (9), and a plurality of balls (11) are embedded and rollingly connected on the left surface of the positioning rod (9), a spring (12) is installed on the right surface of the positioning rod (9), and the right surface of the positioning rod (9) is located outside the spring (12) and is movably connected with a sliding rod (13).

3. A prefabricated building structure for foundation embedded pipes according to claim 1, characterized in that: The left side surface of the precast concrete panel (1) is located at both upper and lower sides of the docking groove (4) and is provided with a plurality of anti-deflection grooves (14), and the right side surface of the precast concrete panel (1) is located at both upper and lower sides of the docking groove (4) and is provided with a plurality of anti-deflection rods (15).

4. A prefabricated building structure for foundation embedded pipes according to claim 2, characterized in that: The positioning rod (9) is movably located inside the first installation groove (6), and the pressing rod (10) is movably located inside the second installation groove (7).

5. The prefabricated building structure for foundation embedded pipes according to claim 2, characterized in that: The right end of the spring (12) and the right end of the slide rod (13) are both mounted on the inner right side surface of the first mounting groove (6).

6. The prefabricated building structure for pre-buried pipes in foundation according to claim 3, characterized in that: The number of the anti-deflection grooves (14) is equal to the number of the anti-deflection rods (15), and the diameter of the anti-deflection grooves (14) is equal to the diameter of the anti-deflection rods (15).

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