Concrete pouring enclosure structure
By designing a concrete cast enclosure structure including peripheral protective pipes, imported fence structures, positioning structures, guide structures and feed structures, the problems of seepage and soil slag caused by poor protection of outer rings in the prior art are solved, and the quality of cast piles and the efficiency of concrete injection are improved.
Patent Information
- Application Number
- CN202421783916.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-26
- Publication Date
- 2025-06-17
- Estimated Expiration
- 2034-07-26
AI Technical Summary
The existing concrete cast enclosure structure lacks effective outer ring protection during casting, resulting in seepage and soil slag entering the casting ring and reducing the quality of the pile foundation.
A concrete cast enclosure structure is designed, including peripheral protective pipes, inlet enclosure structures, positioning structures, guide structures and feed structures. The peripheral protective pipe is supported on the inner side wall of the pile pit, and the inlet fence structure is installed at the top of the peripheral protective pipe through a bracket and a positioning pin. The positioning structure and guide structure are used to position and guide concrete injection, and the feed structure facilitates the pouring of concrete.
Effectively prevent the outer ring from protecting seepage and soil slag from entering the pouring ring, improve the quality of the pouring piles, and ensure that the concrete can be poured into the bottom end of the pile pit.
Smart Images
Figure CN222990734U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of concrete pouring enclosure, in particular to a concrete pouring enclosure structure. Background Art
[0002] Concrete pouring refers to the process of pouring concrete into a mold until it is plasticized. In civil engineering projects, concrete and other materials are poured into a mold to form a predetermined shape. At present, for soil layers with geological conditions such as general fill layers, silt layers, thin sandy soil layers and general non-self-weight subsidence loess layers, the spiral drilling pumping concrete pouring pile method is generally preferred in pile foundation design and construction. That is, the mixed concrete slurry is poured in the pile hole, and a steel cage is inserted. After routine maintenance, the pile foundation construction is completed. At this stage, the pouring external call device often has water seepage, which can easily reduce the quality of the poured piles.
[0003] When pouring some existing concrete casting enclosure structures, there are no protective measures around the entrance of the pile foundation and the entrance is located at a low position, which may cause water seepage from the outer circle protection and soil debris to enter the casting circle, resulting in reduced quality of the poured pile foundation.
[0004] Therefore, it is necessary to provide a new concrete casting enclosure structure to solve the above-mentioned technical problems. Utility Model Content
[0005] In order to solve the above technical problems, the utility model provides a concrete pouring enclosure structure which can effectively protect the outer ring from water seepage and soil debris from entering the pouring circle when pouring concrete for the pile foundation.
[0006] The concrete pouring enclosure structure provided by the utility model includes: an outer protective pipe, which is supported on the inner side wall of the pile pit; an inlet enclosure structure, which is installed at the top end of the outer protective pipe. The inlet enclosure structure includes an inlet shield, a side rib, a bracket and a positioning pin. The inlet shield is installed at the top end of the outer protective pipe. The side rib is fixed on the side wall of the top end of the inlet shield. One end of the bracket abuts against the bottom surface of the side rib. The positioning pin connects the side rib and one end of the bracket in series; a positioning structure, which is installed at the top end of the inlet shield. The positioning structure includes a positioning pipe, an inclined baffle, a threaded telescopic rod and a baffle plate. The baffle plate abuts against the side wall of the side rib. The baffle plate is rotatably connected to one end of the threaded telescopic rod. The positioning pipe is fixed to the other end of the threaded telescopic rod. The inclined baffle is arranged on the inner side wall of the positioning pipe; a guiding structure, which penetrates through the inside of the positioning pipe; a feeding structure, which is installed directly above the inlet shield. The feeding structure includes a feeding hopper and a supporting leg. The feeding hopper is installed directly above the inlet shield. The supporting leg supports between the surface of the other end of the bracket and the side wall of the feeding hopper.
[0007] Preferably, the inlet enclosure structure further includes a limiting retaining ring and a drain opening. The limiting retaining ring is fixed on the inner side wall of the inlet shield. The drain opening is arranged on the side wall of the inlet shield.
[0008] Preferably, the minimum diameter of the limiting retaining ring is smaller than the maximum diameter of the outer protective pipe, and the top end of the outer protective pipe abuts against the bottom surface of the limiting retaining ring, and the top surface of the limiting retaining ring is an inclined surface with a slope gradually decreasing from the outside to the inside.
[0009] Preferably, the position of the drain opening is higher than the position of the limiting retaining ring, and the position of the drain opening is also higher than the height of the ground surface, and the drain opening communicates the inlet shield with the outside.
[0010] Preferably, the guiding structure further includes a guiding pipe and a limiting side baffle. The guiding pipe penetrates through the central position of the positioning pipe. The limiting side baffle is fixed on the side wall of the top end of the positioning pipe.
[0011] Preferably, the slope of the inclined baffle is obliquely downward from the outside to the inside within the positioning pipe, and the minimum inner diameter of the inclined baffle is smaller than the diameter of the limiting side baffle, and the guiding pipe is engaged with the inside of the positioning pipe through the abutting of the limiting side baffle and the inclined baffle.
[0012] Preferably, the bottom end of the feed hopper is inside the top end of the positioning pipe. The positioning pipe is supported at the central position inside the top end of the inlet guard through the threaded telescopic rod. The bracket is supported on the side wall of the inlet guard through the series connection of the positioning pins. The supporting feet fixed on the periphery of the feed hopper abut against the surface of the other end of the bracket.
[0013] Compared with the related art, the concrete pouring enclosure structure provided by the present invention has the following beneficial effects:
[0014] The present invention provides a concrete pouring enclosure structure. First, the peripheral protection pipe is driven into the inside of the pile pit to support it on the inner side wall of the pile pit, preventing external groundwater and soil residues generated by the collapse of the pit wall from entering, which can improve the quality of the cast pile. Then, the inlet enclosure structure is sleeved from the top end of the peripheral protection pipe. The bracket is installed on the side wall of the top end of the inlet enclosure structure through the positioning pin, so that the inlet enclosure structure extends along the side wall of the peripheral protection pipe into the inside of the foundation until the bottom end of the bracket is on the ground, and the top end of the peripheral protection pipe abuts against the bottom surface of the limit guard. The bracket supports and positions the inlet enclosure structure. Then, the positioning structure is placed inside the top end of the inlet enclosure structure and its position is adjusted to be at the central position of the opening at the top end of the inlet enclosure structure. Then, by rotating the threaded telescopic rod, it cooperates with the baffle to clamp it at the central position inside the opening at the top end of the inlet enclosure structure. Then, the guiding structure is inserted from the top end of the positioning structure, and its top end is clamped inside the positioning structure. Then, under the limitation of the positioning structure, the guiding structure is at the central position inside the peripheral protection pipe. Then, the feeding structure is placed according to the position of the bracket structure, so that the feeding structure is supported on the surface of the bottom end of the bracket, further stably supporting the position of the inlet enclosure structure by the bracket. At the same time, the bottom end of the feeding structure is inside the top end of the positioning structure, so that the feeding structure, the positioning structure and the guiding structure are on the same vertical line, thus facilitating the pouring of concrete and enabling the concrete to be injected into the bottom end of the pile pit through the guiding structure. This structure has the advantage of effectively preventing the outer ring from leaking water and soil residues from entering the pouring circle when pouring concrete into the pile foundation. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 It is a schematic structural diagram of a preferred embodiment of the concrete pouring enclosure structure provided by the present invention;
[0016] Figure 2 is Figure 1 the schematic structural diagram of the overall front view section shown;
[0017] Figure 3 is Figure 1 a schematic structural diagram of the overall top view of the positioning structure shown;
[0018] Figure 4 is Figure 1 a schematic structural diagram of the overall cross-section of the inlet enclosure structure shown.
[0019] Reference numerals in the figure: 1, outer protective pipe; 2, inlet enclosure structure; 21, inlet shield; 22, edge rib; 23, bracket; 24, positioning pin; 25, limiting retaining ring; 26, drain opening; 3, positioning structure; 31, positioning pipe; 32, inclined baffle; 33, threaded telescopic rod; 34, baffle; 4, feeding structure; 41, feeding hopper; 42, support leg; 5, guiding structure; 51, guiding pipe; 52, limiting side baffle. Specific embodiments
[0020] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
[0021] Please refer to Figure 1 , Figure 2 , Figure 3 and Figure 4 , where Figure 1 is a schematic structural diagram of a preferred embodiment of the concrete pouring enclosure structure provided by the present invention; Figure 2 is Figure 1 a schematic structural diagram of the overall front view cross-section shown; Figure 3 is Figure 1 a schematic structural diagram of the overall top view of the positioning structure shown; Figure 4 is Figure 1Schematic diagram of the overall cross-section structure of the imported enclosure structure shown. The concrete pouring enclosure structure includes: an outer protective pipe 1, and the outer protective pipe 1 is supported on the inner side wall of the pile pit; an imported enclosure structure 2, and the imported enclosure structure 2 is installed at the top end of the outer protective pipe 1. The imported enclosure structure 2 includes an imported shield 21, side ribs 22, a bracket 23 and a positioning pin 24. The imported shield 21 is installed at the top end of the outer protective pipe 1. The side ribs 22 are fixed to the side wall at the top end of the imported shield 21. One end of the bracket 23 abuts against the bottom surface of the side ribs 22. The positioning pin 24 connects one end of the side ribs 22 and the bracket 23 in series; a positioning structure 3, and the positioning structure 3 is installed at the top end of the imported shield 21. The positioning structure 3 includes a positioning pipe 31, an inclined baffle 32, a threaded telescopic rod 33 and a baffle 34. The baffle 34 abuts against the side wall of the side ribs 22. The baffle 34 is rotatably connected to one end of the threaded telescopic rod 33. The positioning pipe 31 is fixed to the other end of the threaded telescopic rod 33. The inclined baffle 32 is arranged on the inner side wall of the positioning pipe 31; a guiding structure 5, and the guiding structure 5 penetrates through the inside of the positioning pipe 31; a feeding structure 4, and the feeding structure 4 is installed directly above the imported shield 21. The feeding structure 4 includes a feeding hopper 41 and support feet 42. The feeding hopper 41 is installed directly above the imported shield 21. The support feet 42 are supported between the surface of the other end of the bracket 23 and the side wall of the feeding hopper 41.
[0022] In the specific implementation process, such as Figure 1 , Figure 2 and Figure 4 shown, the imported enclosure structure 2 further includes a limit retaining ring 25 and a drain opening 26. The limit retaining ring 25 is fixed to the inner side wall of the imported shield 21. The drain opening 26 is arranged on the side wall of the imported shield 21. The minimum diameter of the limit retaining ring 25 is smaller than the maximum diameter of the outer protective pipe 1, and the top end of the outer protective pipe 1 abuts against the bottom surface of the limit retaining ring 25, and the top surface of the limit retaining ring 25 is an inclined surface with a slope gradually decreasing from the outside to the inside; the position of the drain opening 26 is higher than the position of the limit retaining ring 25, and the position of the drain opening 26 is also higher than the height of the ground surface, and the drain opening 26 communicates the imported shield 21 with the outside.
[0023] It is convenient to cover the imported shield 21 around the top peripheral opening of the outer protective pipe 1, so that the imported shield 21 protects the inlet of the outer protective pipe 1 from being isolated from the outside, and prevents the sediment from the outside from entering the pile pit protected by the outer protective pipe 1.
[0024] In the specific implementation process, such as Figure 2 and Figure 3As shown, the guide structure 5 also includes a guide tube 51 and a limiting side block 52, the guide tube 51 passes through the center position of the positioning tube 31, and the limiting side block 52 is fixed to the side wall of the top end of the positioning tube 31; the slope of the oblique block 32 is obliquely downward from the outside to the inside of the positioning tube 31, and the minimum inner diameter of the oblique block 32 is smaller than the diameter of the limiting side block 52, and the guide tube 51 is engaged with the inside of the positioning tube 31 through the interference between the limiting side block 52 and the oblique block 32.
[0025] The threaded telescopic rod 33 cooperates with the baffle 34 to limit the position of the positioning tube 31 to the center position inside the inlet shield 21, so that the guide tube 51 is located at the center position of the outer protective tube 1 under the limiting support of the positioning tube 31.
[0026] In the specific implementation process, Figure 1 , Figure 2 , Figure 3 and Figure 4 As shown, the bottom end of the feed hopper 41 is located inside the top end of the positioning tube 31, and the positioning tube 31 is supported at the center position inside the top end of the inlet shield 21 through the threaded telescopic rod 33, and the bracket 23 is supported in series on the side wall of the inlet shield 21 through the positioning pins 24, and the support legs 42 fixed on the periphery of the feed hopper 41 are in contact with the surface of the other end of the bracket 23.
[0027] It is convenient for the bracket 23 to support the inlet shield 21, so that the position of the inlet bulging shield is limited, and the baffle 34 can be pulled to abut against the side wall of the edge 22 by rotating the threaded telescopic rod 33, thereby limiting the position of the positioning tube 31, and the bottom end of the right angle abuts against the surface of one end of the bracket 23, which can enhance the stability of the bracket 23 and enable the feed hopper 41 and the inlet shield 21 to be on the same vertical line.
[0028] The working principle of the concrete pouring enclosure structure provided by the utility model is as follows:
[0029] When in use, first drill a hole vertically downward on the foundation, then drive the outer protective tube 1 into the inner wall of the pile hole, so that the outer protective tube 1 is supported on the inner wall of the pile pit to prevent the entry of external groundwater and soil debris generated by the collapse of the pit wall, which can improve the quality of the poured piles, make the top of the outer protective tube 1 level with the ground, and then cover the inlet shield 21 from the top of the outer protective tube 1, make one end surface of the bracket 23 contact the bottom surface of the side rib 22 fixed on the top side wall of the inlet shield 21, adjust its position so that the through hole set at one end of the bracket 23 corresponds to the through hole set on the side rib 22, and then pass the The positioning pin penetrates them in series, that is, the bottom end of the bracket 23 is flush with the bottom surface of the limit stop ring 25, so that the bottom end of the inlet shield 21 goes deep into the foundation along the side wall of the outer protective tube 1, so that the top of the outer protective tube 1 touches the bottom surface of the limit stop ring 25, and the other end of the bracket 23 touches the bottom surface, so as to firmly support the inlet shield 21, and then the end of the positioning tube 31 with a small opening is placed downward from the top of the inlet shield 21, so that the threaded telescopic rod 33 is placed on the top surface of the inlet shield 21, and then the position of the baffle 34 is adjusted to make it flush with the side wall of the edge 22. The positioning tube 31 is then adjusted to be at the center of the top end of the inlet shield 21, and the thicker end of the threaded telescopic rod 33 is rotated to fix the position of the other end, so that the threaded telescopic rod 33 can be driven to retract until the baffle 34 abuts against the side wall of the edge rib 22, so that the baffle 34 limits the position of the positioning tube 31 under the pulling of the threaded telescopic rod 33. When the threaded telescopic rod 33 is rotated, the position of the positioning tube 31 is kept unchanged, and then the guide tube 51 is inserted from the top end of the positioning tube 31, so that the guide tube 51 is located between the limiting edge block 52 and The oblique stopper 32 is engaged with the inside of the positioning tube 31 under the interference, so that the guide tube 51 is located at the center position inside the outer protective tube 1, and then the bottom end of the feed hopper 41 is inserted into the inside of the top end of the positioning tube 31, so that the support foot 42 fixed along the side wall is supported on the surface of the bottom end of the bracket 23, so that the position of the feed hopper 41 is limited, and at the same time, the feed hopper 41 and the inlet shield 21 can be connected together, so that the position of the bracket 23 is further limited and supported. This structure has the advantage of being able to effectively protect the outer ring from water seepage and soil debris entering the casting circle when pouring concrete for the pile foundation.
[0030] Compared with the related art, the concrete pouring enclosure structure provided by the utility model has the following beneficial effects:
[0031] The utility model provides a concrete casting enclosure structure. First, drive the peripheral protection pipe 1 into the interior of the pile pit so that it supports on the inner side wall of the pile pit, preventing external groundwater and soil residues generated by the collapse of the pit wall from entering, which can improve the quality of the cast pile. Then, sleeve the inlet enclosure structure 2 from the top end of the peripheral protection pipe 1, install the bracket 23 on the side wall at the top end of the inlet enclosure structure 2 through the positioning pin 24, and make the inlet enclosure structure 2 penetrate into the interior of the foundation along the side wall of the peripheral imitation protection pipe until the bottom end of the bracket 23 is on the ground, and the top end of the peripheral protection pipe 1 abuts against the bottom surface of the limit protection. The bracket 23 supports and positions the inlet enclosure structure 2. Then, place the positioning structure 3 inside the top end of the inlet enclosure structure 2 and adjust its position to make it at the center of the opening at the top end of the inlet enclosure structure 2. Then, rotate the threaded telescopic rod 33 to cooperate with the baffle 34 to clamp it at the center of the opening inside the top end of the inlet enclosure structure 2. Then, insert the guiding structure 5 from the top end of the positioning structure 3 and make its top end snap into the positioning structure 3. Further, under the restriction of the positioning structure 3, the guiding structure 5 is at the center position inside the peripheral protection pipe 1. Then, place the feeding structure 4 according to the position of the bracket 23 structure, make the feeding structure 4 support on the surface of the bottom end of the bracket 23, so that the bracket 23 further stably supports the position of the inlet enclosure structure 2. At the same time, the bottom end of the feeding structure 4 is inside the top end of the positioning structure 3, so that the feeding structure 4, the positioning structure 3 and the guiding structure 5 are on the same vertical line, which is convenient for pouring concrete, and the concrete can be injected into the bottom end of the pile pit through the guiding structure 5. This structure has the advantage that when pouring concrete into the pile foundation, it can effectively prevent the outer ring from leaking water and soil residues from entering the pouring circle.
[0032] The above are only the embodiments of the present utility model, and do not limit the patent scope of the present utility model accordingly. Any equivalent structure or equivalent process transformation made by using the content of the specification and drawings of the present utility model, or directly or indirectly applied in other related technical fields, shall be equally included in the patent protection scope of the present utility model.
Claims
1. A concrete casting enclosure structure, characterized in that: include: An outer protective pipe (1), the outer protective pipe (1) being supported on the inner wall of the pile pit; An inlet enclosure structure (2), the inlet enclosure structure (2) being installed at the top end of the peripheral protection tube (1), the inlet enclosure structure (2) comprising an inlet shield (21), a side rib (22), a bracket (23) and a positioning pin (24), the inlet shield (21) being installed at the top end of the peripheral protection tube (1), the side rib (22) being fixed to the side wall at the top end of the inlet shield (21), one end of the bracket (23) being in contact with the bottom surface of the side rib (22), and the positioning pin (24) being connected in series with the side rib (22) and one end of the bracket (23); a positioning structure (3), the positioning structure (3) being mounted on the top end of the inlet shield (21), the positioning structure (3) comprising a positioning tube (31), an oblique stopper (32), a threaded telescopic rod (33) and a baffle (34), the baffle (34) being in contact with the side wall of the edge ridge (22), the baffle (34) being rotatably connected to one end of the threaded telescopic rod (33), the positioning tube (31) being fixed to the other end of the threaded telescopic rod (33), and the oblique stopper (32) being arranged on the inner side wall of the positioning tube (31); A guide structure (5), the guide structure (5) passing through the interior of the positioning tube (31); A feeding structure (4), the feeding structure (4) is installed just above the inlet shield (21), the feeding structure (4) comprises a feeding hopper (41) and a support leg (42), the feeding hopper (41) is installed just above the inlet shield (21), and the support leg (42) is supported between the surface of the other end of the bracket (23) and the side wall of the feeding hopper (41).
2. The concrete casting enclosure structure according to claim 1, characterized in that: The inlet enclosure structure (2) further comprises a limit stop ring (25) and a water drain (26); the limit stop ring (25) is fixed to the inner side wall of the inlet shield (21); and the water drain (26) is arranged on the side wall of the inlet shield (21).
3. The concrete casting enclosure structure according to claim 2, characterized in that: The minimum diameter of the limit stop ring (25) is smaller than the maximum diameter of the outer protective tube (1), the top end of the outer protective tube (1) contacts the bottom surface of the limit stop ring (25), and the top surface of the limit stop ring (25) is an inclined surface with a gradient gradually decreasing from the outside to the inside.
4. The concrete casting enclosure structure according to claim 2, characterized in that: The position of the drainage port (26) is higher than the position of the limit stop ring (25), and the position of the drainage port (26) is also higher than the height of the ground surface, and the drainage port (26) enables the inlet shield (21) to communicate with the outside.
5. The concrete casting enclosure structure according to claim 1, characterized in that: The guide structure (5) further comprises a guide tube (51) and a limiting edge block (52); the guide tube (51) passes through the center position of the positioning tube (31); and the limiting edge block (52) is fixed to the side wall at the top end of the positioning tube (31).
6. The concrete casting enclosure structure according to claim 5, characterized in that: The slope of the oblique stop (32) is inclined downward from the outside to the inside of the positioning tube (31), and the minimum inner diameter of the oblique stop (32) is smaller than the diameter of the limiting side stop (52), and the guide tube (51) is engaged with the inside of the positioning tube (31) through the interference between the limiting side stop (52) and the oblique stop (32).
7. The concrete casting enclosure structure according to claim 1, characterized in that: The bottom end of the feed hopper (41) is located inside the top end of the positioning tube (31), and the positioning tube (31) is supported at the center position inside the top end of the inlet shield (21) through the threaded telescopic rod (33), and the bracket (23) is supported in series on the side wall of the inlet shield (21) through the positioning pins (24), and the support feet (42) fixed on the periphery of the feed hopper (41) are in contact with the surface of the other end of the bracket (23).