Pile foundation building enclosure device
By adopting the design of hinged structure and limiting convex ribs in pile foundation building enclosure equipment, the construction difficulty problem caused by uneven end surfaces of the arc plate in the prior art is solved, and the convenient assembly and removal of the guard plate is achieved, the construction efficiency is improved, and the flush installation of the guard plate is ensured.
Patent Information
- Application Number
- CN202421395937.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-19
- Publication Date
- 2025-03-21
- Estimated Expiration
- 2034-06-19
AI Technical Summary
During the assembly process, the bolts cannot be penetrated due to the uneven end surfaces of the arc plates, which increases the construction difficulty. The precise adjustment requirements of multiple arc plates are high, resulting in complex assembly.
The first and second guard plates with articulated structure realize self-locking function through the coordination of limiting convex ribs and sinking grooves. The assembly process is simplified without the need for bolts and nuts, and the connection between the ear plate and the rotating block is achieved flexibly opening and closing, which is easy to assemble and remove.
It realizes the convenient assembly and removal of multiple guard plates, reduces the use of bolts and nuts, improves construction efficiency, and reduces the risk of bolt damage. Through the design of hinged structure and limiting convex ribs, the guard plates are flushly installed and easy to stack later.
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Figure CN222648760U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to a pile foundation building enclosure device. Background Art
[0002] During pile foundation construction, the underground part adopts hole digging and grouting, while the above-ground part requires enclosure grouting to prevent the concrete used for grouting from overflowing. Maintenance devices are required to enclose the concrete.
[0003] The prior art discloses a pile foundation building enclosure device (publication number: CN219930953U), including a pile foundation formwork, wherein the pile foundation formwork includes a curved guard plate, wherein four curved guard plates are provided, and the four curved guard plates are spliced end to end to form the pile foundation formwork, wherein a guard plate ear A is provided at one end of the curved guard plate, and a guard plate ear B is provided at the other end of the curved guard plate. In this scheme, adjacent curved guard plates are connected by U-shaped buckles and guard plate ears B, and a thumb screw is threadedly installed at one end of the U-shaped buckle, and the adjacent curved guard plates can be tightly connected and fixed by screwing in and tightening the thumb screw.
[0004] In the prior art, a cylindrical structure is formed by closing a plurality of arc plates for enclosure, and the end faces of the plurality of arc plates need to be kept on the same plane so that they can be tightened by bolts, otherwise the bolt holes will be misaligned and the bolts cannot be passed through. The large weight of the arc plates and the need to accurately adjust the position of each arc plate cause certain troubles in the assembly process and increase the difficulty of construction. When assembling a plurality of arc plates, there are also requirements for the installation position, otherwise it is difficult to connect the ends and close them.
[0005] To this end, we propose a pile foundation building enclosure device. Utility Model Content
[0006] The utility model mainly solves the technical problems existing in the above-mentioned prior art and provides a pile foundation building enclosure device.
[0007] In order to achieve the above purpose, the utility model adopts the following technical scheme, a pile foundation building enclosure device, comprising:
[0008] A first guard plate and a second guard plate used in conjunction with each other, the first guard plate and the second guard plate being hinged to form a closed ring;
[0009] A first locking structure is arranged at the ends of the first guard plate and the second guard plate to limit the first guard plate or the second guard plate stacked up and down, the first locking structure includes a sinking groove and a limiting convex rib, the ends of the first guard plate and the second guard plate on the same side are both provided with the same sinking groove, and the other ends of the first guard plate and the second guard plate are both fixedly provided with the same limiting convex rib, and the limiting convex rib can be inserted into the sinking groove to limit the first guard plate and the second guard plate hinged to each other and maintain a closed state;
[0010] The second locking structure is detachably arranged in the sinking groove and is used to lock the topmost first guard plate and the second guard plate. The second locking structure includes a first anti-slipping part and a second anti-slipping part. The first anti-slipping part and the second anti-slipping part are clamped together to form a closed circular ring. The first anti-slipping part and the second anti-slipping part are clamped in the sinking groove to limit the movement of the first guard plate and the second guard plate.
[0011] As a preferred embodiment of the present invention, the first guard plate and the second guard plate are both arc-shaped plate structures, the top and bottom of the first guard plate are provided with integrally formed annular ribs, and the top and bottom of the second guard plate are provided with the same ribs.
[0012] As a preferred embodiment of the utility model, the sinking groove forms a half annular notch, the sinking groove is opened on the upper end surface of the first guard plate, and the sinking groove on the top of the second guard plate and the sinking groove on the top of the first guard plate together form a closed annular notch.
[0013] As a preferred embodiment of the utility model, the limiting rib is arranged at the bottom of the first guard plate, the limiting rib is a half-circular ring structure, the limiting rib is integrally formed with the first guard plate, the limiting rib at the bottom of the second guard plate and the limiting rib at the bottom of the first guard plate together form a closed circular ring, and the two limiting ribs form a community-adaptive annular groove.
[0014] As a preferred embodiment of the utility model, the outer circumferential surface of the first guard plate is fixedly connected to a lug plate, the outer wall surface of the second guard plate is fixedly connected to a rotating block, the rotating block and the wall surface of the lug plate are penetrated by an axial hole, and a pin shaft is rotatably connected in the axial hole.
[0015] As a preferred embodiment of the present invention, the second locking structure further includes a clamping protrusion, the clamping protrusion is fixedly provided on the end of the first anti-slip member, and the first anti-slip member is clamped and fixed to the second anti-slip member via the clamping protrusion.
[0016] As a preferred embodiment of the utility model, the first anti-slip component and the second anti-slip component jointly form a closed ring structure, the first anti-slip component and the second anti-slip component are adapted to the sinking groove, the snap-in protrusion is integrally formed with the first anti-slip component, the snap-in protrusion forms a block with a dovetail shape in horizontal cross-section, and the end face of the second anti-slip component is provided with a notch adapted to the snap-in protrusion, and the snap-in protrusion is snapped into the notch.
[0017] As a preferred embodiment of the present invention, the second locking structure also includes a side groove, and the circumferential surfaces of the first anti-slip component and the second anti-slip component are both provided with the same side groove for separating the first anti-slip component and the second anti-slip component from the sinking groove.
[0018] Beneficial Effects
[0019] The utility model provides a pile foundation building enclosure device, which has the following beneficial effects:
[0020] 1. A pile foundation building enclosure device, when another group of first guard plates and second guard plates are stacked, the limiting ribs at the bottom of the upper first guard plate fall into the sinking groove of the lower first guard plate, and similarly, the limiting ribs at the bottom of the upper second guard plate fall into the sinking groove of the lower second guard plate. Since the limiting ribs are half a circle, when the limiting ribs are placed in the sinking groove, it is necessary to keep the joint positions of the two limiting ribs staggered with the joint positions of the first guard plates and the second guard plates, and then the limiting ribs fall into the sinking groove, so that the multiple first guard plates and second guard plates stacked up and down can be self-locked, without the need for locking with bolts and nuts, and the installation is more convenient. When the first guard plate and the second guard plate are hinged and then the first guard plate and the second guard plate surround the steel bars, it can be ensured that the ends of the first guard plate and the second guard plate are flush and will not be misaligned, thereby facilitating the subsequent stacking.
[0021] 2. This pile foundation building enclosure device, through the rotational connection between the ear plate and the rotating block, allows the first guard plate and the second guard plate to be flexibly opened and closed, which is convenient for assembly and dismantling. Compared with the existing technology, this solution is more convenient for actual construction, reduces the number of scattered parts after dismantling, and is convenient for storage and transportation.
[0022] 3. This kind of pile foundation building enclosure device, by hingedly connecting the first guard plate and the second guard plate and cooperating with the limiting convex rib to be inserted into the sunken groove for self-locking, can reduce the use of bolts and nuts, improve the efficiency of disassembly and assembly, and reduce the damage of bolts and nuts caused by repeated disassembly and assembly, which makes them difficult to use. The gravity of the first guard plate and the second guard plate makes the limiting convex rib firmly stuck in the sunken groove, which can provide both horizontal and vertical limitations, and reduce the probability of bolts being broken or deformed due to excessive shear force and becoming difficult to remove.
[0023] 4. This kind of pile foundation building enclosure device, by setting the first anti-slip part and the second anti-slip part, through the second anti-slip part and the second anti-slip part falling into the sinking groove, so that the top first guard plate and the second guard plate can maintain a closed state and will not rotate and separate, the splicing position of the first anti-slip part and the second anti-slip part needs to be staggered with the joint position of the first guard plate and the second guard plate to ensure the tightening effect.
[0024] 5. This kind of pile foundation building enclosure device, by providing a snap-in protrusion, utilizes the snap-in protrusion to snap into the notch, so that the first anti-slip component and the second anti-slip component form an annular structure, and then the first anti-slip component and the second anti-slip component can better provide circumferential direction limitation, and the first guard plate and the second guard plate can stably maintain a closed state. BRIEF DESCRIPTION OF THE DRAWINGS
[0025] Figure 1 This is one of the overall three-dimensional diagrams of the utility model;
[0026] Figure 2 This is the second overall stereogram of the utility model;
[0027] Figure 3 This is a three-dimensional diagram of the first guard plate of the utility model;
[0028] Figure 4 This is a stereogram of the ear plate and the rotating block of the utility model;
[0029] Figure 5 It is a schematic diagram of stacking two sets of first guard plates and second guard plates of the utility model;
[0030] Figure 6 It is a three-dimensional view of the first anti-slip component and the second anti-slip component.
[0031] Legend: 10. First guard plate; 11. Second guard plate; 12. Ear plate; 13. Rotating block; 14. Sinking groove; 15. Limiting rib; 20. First anti-slip component; 21. Second anti-slip component; 22. Snap-in protrusion; 23. Side groove. DETAILED DESCRIPTION
[0032] A pile foundation building enclosure device, such as Figure 1 and Figure 2 As shown, including:
[0033] A first guard plate 10 and a second guard plate 11 used in conjunction with each other, the first guard plate 10 and the second guard plate 11 are hinged to form a closed ring;
[0034] like Figure 1 , Figure 2 , Figure 3 and Figure 5As shown, the first locking structure is arranged at the ends of the first guard plate 10 and the second guard plate 11 for limiting the first guard plate 10 or the second guard plate 11 stacked up and down, and the first locking structure includes a sinking groove 14 and a limiting convex rib 15. The ends of the same side of the first guard plate 10 and the second guard plate 11 are both provided with the same sinking groove 14, and the other ends of the first guard plate 10 and the second guard plate 11 are both fixedly provided with the same limiting convex rib 15, and the limiting convex rib 15 can be stuck in the sinking groove 14 to limit the first guard plate 10 and the second guard plate 11 hinged to each other and maintain a closed state; the first guard plate 10 and the second guard plate 11 are both arc plate structures, and the top and bottom of the first guard plate 10 are provided with An integrally formed annular rib, the top and bottom of the second guard plate 11 are provided with the same rib, the sinking groove 14 forms a half annular notch, the sinking groove 14 is provided on the upper end surface of the first guard plate 10, the sinking groove 14 at the top of the second guard plate 11 and the sinking groove 14 at the top of the first guard plate 10 jointly form a closed annular notch, the limiting rib 15 is provided at the bottom of the first guard plate 10, the limiting rib 15 is a half-circular ring structure, the limiting rib 15 is integrally formed with the first guard plate 10, the limiting rib 15 at the bottom of the second guard plate 11 and the limiting rib 15 at the bottom of the first guard plate 10 jointly form a closed circular ring, and the two limiting ribs 15 form a community adapted to the annular notch;
[0035] In the present solution, the first guard plate 10 and the second guard plate 11 are hinged to form a circular ring structure to wrap the steel bars, so as to achieve enclosure during the pouring process. Obviously, the height of concrete poured by a group of first guard plates 10 and second guard plates 11 to form a tubular structure is limited. Therefore, multiple groups of first guard plates 10 and second guard plates 11 are required to be stacked vertically until a preset height is reached. When another group of first guard plates 10 and second guard plates 11 are stacked, the limiting rib 15 at the bottom of the upper first guard plate 10 falls into the sinking groove 14 of the lower first guard plate 10. Similarly, the limiting rib 15 at the bottom of the upper second guard plate 11 falls into the sinking groove 14 of the lower second guard plate 11. Since the limiting rib 15 is a half ring, when the limiting rib 15 is placed in the sinking groove 14, the connection between the two limiting ribs 15 needs to be maintained. The seam position is staggered with the seam position of the first guard plate 10 and the second guard plate 11, and then the limiting convex rib 15 falls into the sinking groove 14, so that the multiple first guard plates 10 and second guard plates 11 stacked up and down can be self-locked, without the need to tighten with bolts and nuts, and the installation is more convenient. When the first guard plate 10 and the second guard plate 11 are hinged and then the first guard plate 10 and the second guard plate 11 surround the steel bars, it can be ensured that the ends of the first guard plate 10 and the second guard plate 11 are flush and will not be misplaced, which is convenient for subsequent stacking. It should be noted that during the pouring process, the first guard plate 10 and the second guard plate 11 need to be supported. The stacked first guard plates 10 and the second guard plates 11 can be supported by metal scaffolding to prevent tilting and collapse during the pouring process. The scaffolding is an existing well-known technology and will not be described here.
[0036] like Figure 2 and Figure 4 As shown, the outer circumferential surface of the first guard plate 10 is fixedly connected to the ear plate 12, and the outer wall surface of the second guard plate 11 is fixedly connected to the rotating block 13. Axial holes are opened through the walls of the rotating block 13 and the ear plate 12, and a pin is rotatably connected in the axial hole. Through the rotational connection between the ear plate 12 and the rotating block 13, the first guard plate 10 and the second guard plate 11 can be flexibly opened and closed, which is convenient for assembly and disassembly. Compared with the prior art, this solution is more convenient for actual construction, reduces the number of scattered parts after disassembly, and is convenient for storage and transportation.
[0037] By hingedly connecting the first guard plate 10 and the second guard plate 11 and cooperating with the limiting rib 15 to be inserted into the sunken groove 14 for self-locking, the use of bolts and nuts can be reduced, the efficiency of disassembly and assembly can be improved, and the damage of the bolts and nuts caused by repeated disassembly and assembly, which makes them difficult to use, can be reduced. The gravity of the first guard plate 10 and the second guard plate 11 makes the limiting rib 15 firmly stuck in the sunken groove 14, which can provide both horizontal and vertical limitations, reducing the probability of bolts being broken or deformed due to excessive shear force and becoming difficult to remove.
[0038] like Figure 1 and Figure 6 As shown, the second locking structure is detachably arranged in the sinking groove 14 and is used to lock the top first guard plate 10 and the second guard plate 11. The second locking structure includes a first anti-slipping member 20 and a second anti-slipping member 21. The first anti-slipping member 20 and the second anti-slipping member 21 are clamped and form a closed ring. The first anti-slipping member 20 and the second anti-slipping member 21 are clamped in the sinking groove 14 to limit the movement of the first guard plate 10 and the second guard plate 11. The first anti-slipping member 20 and the second anti-slipping member 21 together form a closed ring structure. 20 and the second anti-slip component 21 are adapted to the sinking groove 14, and the snap-in protrusion 22 is integrally formed with the first anti-slip component 20. By setting the first anti-slip component 20 and the second anti-slip component 21, the second anti-slip component 21 and the second anti-slip component 21 fall into the sinking groove 14, so that the top first guard plate 10 and the second guard plate 11 can maintain a closed state without rotating and separating. The splicing position of the first anti-slip component 20 and the second anti-slip component 21 needs to be staggered with the seam position of the first guard plate 10 and the second guard plate 11 to ensure the tightening effect.
[0039] like Figure 6As shown, the second locking structure also includes a clamping protrusion 22. The clamping protrusion 22 is fixedly arranged at the end of the first anti-slip component 20. The first anti-slip component 20 is clamped and fixed to the second anti-slip component 21 through the clamping protrusion 22. The clamping protrusion 22 forms a block with a dovetail shape in horizontal cross section. The end face of the second anti-slip component 21 is provided with a notch adapted for the clamping protrusion 22. The clamping protrusion 22 is clamped into the notch. By setting the clamping protrusion 22 and utilizing the clamping protrusion 22 to be clamped into the notch, the first anti-slip component 20 and the second anti-slip component 21 form an annular structure, and the first anti-slip component 20 and the second anti-slip component 21 can better provide circumferential limitation, and the first guard plate 10 and the second guard plate 11 can stably maintain a closed state.
[0040] like Figure 6 As shown, the second locking structure also includes a side groove 23. The circumferential surfaces of the first anti-slip component 20 and the second anti-slip component 21 are both provided with the same side groove 23 for separating the first anti-slip component 20 and the second anti-slip component 21 from the sinking groove 14. By setting the side groove 23, specifically, the side groove 23 is a rectangular groove, and a crowbar or a flat tool can be inserted into the side groove 23 to pry out the first anti-slip component 20 or the second anti-slip component 21, thereby facilitating the removal of the first anti-slip component 20 and the second anti-slip component 21.
[0041] The working principle of the utility model is as follows: when another set of first guard plates 10 and second guard plates 11 are stacked, the limiting rib 15 at the bottom of the upper first guard plate 10 falls into the sinking groove 14 of the lower first guard plate 10, and similarly, the limiting rib 15 at the bottom of the upper second guard plate 11 falls into the sinking groove 14 of the lower second guard plate 11. Since the limiting rib 15 is a half ring, when the limiting rib 15 is placed in the sinking groove 14, it is necessary to keep the joint position of the two limiting ribs 15 aligned with the first guard plate 1 The joint positions of the first and second guard plates 10 and 11 are staggered, and the limiting convex ribs 15 fall into the sinking groove 14, so that the multiple first guard plates 10 and the second guard plates 11 stacked up and down can be self-locked, and the second anti-slipping member 21 and the second anti-slipping member 21 fall into the sinking groove 14 of the top first guard plate 10 and the second guard plate 11, so that the top first guard plate 10 and the second guard plate 11 can maintain a closed state without rotating and separating, and pouring into the cavity of the multiple first guard plates 10 and the second guard plates 11 can be done;
[0042] During the pouring process, the first guard plate 10 and the second guard plate 11 need to be supported. A metal scaffolding can be used to support the stacked first guard plate 10 and the second guard plate 11 to prevent them from tilting and collapsing during the pouring process. The scaffolding is an existing well-known technology and will not be described in detail here.
[0043] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.
Claims
1. A pile foundation building enclosure device, characterized in that: include: A first guard plate (10) and a second guard plate (11) used in conjunction with each other, wherein the first guard plate (10) and the second guard plate (11) are hingedly connected to form a closed circular ring; A first locking structure is arranged at the ends of the first guard plate (10) and the second guard plate (11) for limiting the positions of the two first guard plates (10) or the second guard plates (11) stacked one above the other, the first locking structure comprising a sinking groove (14) and a limiting convex rib (15), the ends of the first guard plate (10) and the second guard plate (11) on the same side are provided with the same sinking groove (14), the other ends of the first guard plate (10) and the second guard plate (11) are fixedly provided with the same limiting convex rib (15), the limiting convex rib (15) can be inserted into the sinking groove (14) to limit the mutually hinged first guard plate (10) and the second guard plate (11) and maintain a closed state; The second locking structure is detachably arranged in the sinking groove (14) and is used to lock the uppermost first guard plate (10) and the second guard plate (11). The second locking structure includes a first anti-slipping member (20) and a second anti-slipping member (21). The first anti-slipping member (20) and the second anti-slipping member (21) are engaged to form a closed circular ring. The first anti-slipping member (20) and the second anti-slipping member (21) are engaged in the sinking groove (14) to limit the movement of the first guard plate (10) and the second guard plate (11).
2. The pile foundation building enclosure device according to claim 1, characterized in that: The first guard plate (10) and the second guard plate (11) are both arc-shaped plate structures; the top and bottom of the first guard plate (10) are provided with integrally formed annular ribs, and the top and bottom of the second guard plate (11) are provided with the same ribs.
3. The pile foundation building enclosure device according to claim 1, characterized in that: The sinking groove (14) forms a half annular notch. The sinking groove (14) is opened on the upper end surface of the first guard plate (10). The sinking groove (14) at the top of the second guard plate (11) and the sinking groove (14) at the top of the first guard plate (10) together form a closed annular notch.
4. The pile foundation building enclosure device according to claim 1, characterized in that: The limiting rib (15) is arranged at the bottom of the first guard plate (10), and the limiting rib (15) is a half-circular ring structure. The limiting rib (15) and the first guard plate (10) are integrally formed, and the limiting rib (15) at the bottom of the second guard plate (11) and the limiting rib (15) at the bottom of the first guard plate (10) jointly form a closed circular ring, and the two limiting ribs (15) form a common matching annular notch.
5. The pile foundation building enclosure device according to claim 1, characterized in that: The outer circumferential surface of the first guard plate (10) is fixedly connected to a lug plate (12), the outer wall surface of the second guard plate (11) is fixedly connected to a rotating block (13), and the wall surfaces of the rotating block (13) and the lug plate (12) are penetrated by an axial hole, and a pin is rotatably connected in the axial hole.
6. The pile foundation building enclosure device according to claim 1, characterized in that: The second locking structure also includes a clamping protrusion (22), the clamping protrusion (22) is fixedly provided at the end of the first anti-slip component (20), and the first anti-slip component (20) is clamped and fixed to the second anti-slip component (21) via the clamping protrusion (22).
7. The pile foundation building enclosure device according to claim 6, characterized in that: The first anti-slip component (20) and the second anti-slip component (21) together form a closed annular structure. The first anti-slip component (20) and the second anti-slip component (21) are adapted to the sinking groove (14). The clamping protrusion (22) is integrally formed with the first anti-slip component (20). The clamping protrusion (22) forms a block with a dovetail shape in horizontal cross section. The end surface of the second anti-slip component (21) is provided with a notch adapted to the clamping protrusion (22), and the clamping protrusion (22) is clamped into the notch.
8. The pile foundation building enclosure device according to claim 6, characterized in that: The second locking structure also includes a side groove (23), and the circumferential surfaces of the first anti-slip component (20) and the second anti-slip component (21) are both provided with the same side groove (23) for separating the first anti-slip component (20) and the second anti-slip component (21) from the sinking groove (14).
Citation Information
Patent Citations
Pile foundation building enclosure equipment
CN219930953U