Turnover type roof air hole concrete fender pier mold
By designing the turnover roof air permeable concrete pier mold, the lack of quality and adaptability of ventilation pipes of different diameters in roof air permeable construction are solved, and efficient concrete cleaning and construction quality improvement are achieved.
Patent Information
- Application Number
- CN202421122293.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-22
- Publication Date
- 2025-01-07
- Estimated Expiration
- 2034-05-22
AI Technical Summary
There are technical problems in the construction of existing roof ventilation hole guard piers, such as lack of quality, inconvenient turnover of wooden molds, difficult to clean concrete residues, and difficult to adapt to ventilation pipes of different diameters.
A turnover roof breathable concrete pier mold is designed, including two symmetrical pier devices, each with cast holes and concrete baffles, equipped with clamps, top rods, push rods and handles, through which The components realize concentric positioning of the ventilation pipe and adaptation to different diameters, as well as steel materials and extension plates to improve the stability and disassembly of the mold.
The construction quality of roof breathable holes is improved, concrete cleaning and mold movement is facilitated, concrete overflow is prevented, venting pipes of multiple diameters are adapted to construction efficiency and quality.
Smart Images

Figure CN222314581U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of air vent installation moulds, in particular to a turnover type roof air vent concrete pier mould. Background Art
[0002] The construction of the roof structure needs to consider leveling, insulation and waterproofing. Because the roof is always exposed to wind and sun, the thermal insulation and waterproofing layer will expand and contract due to this reason, causing the material to bulge, thus causing cracks and finally causing water leaks. The air vents can dissipate excess heat, which has a protective effect. It can also discharge the water remaining in the insulation layer.
[0003] At present, when pouring the roof vent guardrail, in order to speed up the construction progress, the guardrail is usually prefabricated and then installed in place. Although this method is fast, the construction quality is poor, and there will be problems such as separation of the bottom and the roof, water seepage around, and deflection of the ventilation pipe. The molds commonly used in construction are all made of wooden molds. When the concrete residue is turned over again, it is not easy to clean, the center alignment is not high, and it is not convenient for pouring ventilation pipes of different diameters.
[0004] On this basis, the utility model provides a turnover type roof air-permeable concrete pier mould to solve the problem. Utility Model Content
[0005] In view of the above situation, in order to overcome the defects of the prior art, the utility model provides a revolving roof air vent concrete pier mold. The utility model has a novel structure and ingenious conception, and effectively solves the technical problems that the existing roof air vent construction is not matched with a mold, resulting in poor quality or inconvenient wooden mold turnover, difficult cleaning, easy leakage, and cannot be used in ventilation pipes of different diameters.
[0006] A turnover type roof air vent concrete pier mold, characterized in that it includes two pier devices with the same structure and symmetrically arranged, each pier device includes a semi-prism-shaped pier, the pier is provided with a casting hole, a concrete baffle is fixed above the pier, and a clamp for fixing a ventilation pipe is arranged above the casting hole, and a locking hole is provided on the clamp.
[0007] Preferably, a push rod is installed on the concrete baffle for transverse sliding, one end of the push rod is detachably connected with a clamp placed in the concrete baffle, the other end of the push rod is hinged to a push rod placed outside the concrete baffle, the push rod is hinged to an L-shaped handle, the handle is hinged to a support rod, and the other end of the support rod is fixed on the guardrail.
[0008] Preferably, the push rod is detachably threadedly connected to the clamp.
[0009] Preferably, locking plates are fixed on both sides of the end of the concrete baffle, and docking holes are provided on the locking plates.
[0010] Preferably, an extension plate is fixed on the pier.
[0011] Preferably, a bottom plate groove is fixed to the lower end of the guard pier, a fixing hole is fixed in the bottom plate groove, and reinforcing plates are fixed at both ends of the bottom plate groove, and reinforcement holes are opened on the reinforcing plates.
[0012] Preferably, the pier is in the shape of a triangle, a quadrilateral, a hexagon or an octagon.
[0013] Preferably, the pier has a height of 350 mm and is made of angle steel, with a size of 1.5 m long, 3 mm thick and 50 mm wide.
[0014] The utility model has the following technical effects.
[0015] The utility model can improve the construction quality of the roof air vents through the concrete pier mold, and can conveniently carry out concentric positioning of the ventilation pipe through the clamp. The detachable clamp can facilitate the replacement of clamps of different diameters to adapt to channel pipes of various diameters. The clamp can be conveniently and quickly tightened by the handle to facilitate the positioning of the ventilation pipe. The steel pier mold makes it easy to clean the concrete after pouring, which is convenient for subsequent turnover. The extension plate facilitates the movement of the pier mold, and the concrete baffle can prevent concrete overflow as much as possible, which is more convenient for turnover. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings:
[0017] Figure 1 It is a three-dimensional schematic diagram of the utility model.
[0018] Figure 2 It is a three-dimensional schematic diagram of the concrete pier protection mold of the utility model.
[0019] Figure 3 It is a cross-sectional schematic diagram of the utility model after the concrete is poured.
[0020] Reference numerals:
[0021] 1- pier, 2- casting hole, 3- concrete baffle, 4- ventilation pipe, 5- clamp, 6- locking hole, 7- top rod, 8- push rod, 9- handle, 10- support rod, 11- locking plate, 12- docking hole, 13- extension plate, 14- bottom plate groove, 15- fixing hole, 16- reinforcement plate, 17- reinforcement hole. DETAILED DESCRIPTION
[0022] The above and other technical contents, features and functions of the present invention are described in detail below with reference to the attached Figures 1 to 3 The details of the embodiments will be clearly presented. The contents mentioned in the following embodiments are all based on the drawings in the specification.
[0023] Various exemplary embodiments of the present utility model will be described below with reference to the accompanying drawings.
[0024] The utility model is a revolving roof air-permeable concrete pier mold with an overall height of about 350 mm. It can be improved according to actual construction needs. Its main material is angle steel. The angle steel model uses an angle steel plate with a length of 1.5 m, a thickness of 3 mm, and a width of 50 mm. The overall vertical section is a trapezoid.
[0025] The entire pier protection mold is divided into two symmetrical pier protection devices. The two pier protection devices have the same structure and are symmetrically arranged. They can be disassembled when not in use and can be docked when in use. The entire pier protection mold is structured in a prism shape, and the prism cross-section is triangular, quadrilateral, hexagonal, octagonal, etc.
[0026] The pier protection device includes a semi-prismatic pier 1. After the two piers 1 are aligned, a column ventilation pipe 4 is clamped. There is a casting hole between the ventilation pipe 1 and the side wall of the pier 1. The casting hole 2 is at the longitudinal center of each pier protection device. A concrete baffle 3 of the same shape is fixed above the pier 1 to prevent the concrete from overflowing and flowing out when pouring concrete. A clamp 5 is concentrically arranged just above the casting hole 2. The clamp 5 is used to fix the ventilation pipe 4. The diameter of the casting hole 2 is larger than the diameter of the clamp 5. The extra space is used to pour concrete. After the two clamps 5 are aligned, a locking hole 6 is provided on the side of the clamp 5 to further fix and lock the ventilation pipe 4 to prevent the ventilation pipe 4 from deviating.
[0027] A top hole is opened on the concrete baffle plate 3, and a top rod 7 is slidably installed in the top hole. One end of the top rod 7 is placed in the concrete baffle plate 3, and the other end is placed outside the concrete baffle plate 3. A clamp 5 connected to the top rod 7 is provided on one side inside the concrete baffle plate 3. The clamp 5 and the top rod 7 are detachably connected, such as friction plug-in or threaded connection. A push rod 8 connected to the top rod 7 is provided on one side outside the concrete baffle plate 3. The push rod 8 is hinged to the top rod 7, and a handle 9 is hinged at the other end of the push rod 8. The handle 9 is L-shaped, and the L-shaped intersection is hinged to the push rod 8. A support rod 10 is also hinged at this position, and the other end of the support rod 10 is fixed to the pier 1.
[0028] Locking plates 11 are extended from both ends of the concrete baffle 3. The locking plates 11 are provided with docking holes 12 for installing fastening bolts.
[0029] A larger prismatic extension plate 13 is fixed on the upper surface of the pier 1, so that it is convenient to hold it by hand for rotation and movement.
[0030] A bottom plate groove 14 is fixed at the lower end of the guard pier 1. If concrete overflows from the concrete baffle 3 during pouring, it can flow into the bottom plate groove 14 for collection and treatment, and will not flow onto the roof arbitrarily to cause unevenness, bulges, etc. Vertical fixing holes 15 are fixed in the bottom plate groove 14 to fix the guard pier 1 when pouring the roof vents. Reinforcement plates 16 are fixed at both ends of the bottom plate groove 14. Reinforcement holes 17 are opened on the reinforcement plates 16. One is to strengthen the overall strength, the second is to facilitate docking, and the third is to lock the left and right guard pier devices by tightening bolts after docking.
[0031] The guard pier can be cast on site to increase the bonding strength with the substrate and prevent water leakage.
[0032] Production process:
[0033] Determine the pier height and side length according to the plan requirements, use Revit or other software to release the mold template, process and cut the angle steel and steel plate template according to the template size, weld the cut angle steel into a hexagon with an electric welder, and grind the weld smooth, select the steel plate template, cut it into 6 trapezoidal steel templates as required, and weld them together. The mold is divided into two sets, the left and right sets, and the two pier protection devices are connected by bolts.
[0034] Working principle:
[0035] Before pouring, apply mold release agent in the pouring hole 2, a leveling layer should be made at the root of the ventilation pipe 4, the ventilation pipe 4 should be located in the center of the pier, and the piers of the same type and similar specifications should be basically the same in height and arranged in rows.
[0036] When constructing the roof ventilation duct, hold the extension plate 13 by hand to place the two left and right pier devices of the present application at the construction position, place them concentrically, align the left and right pier devices, fix the two piers 1 with bolts through the fixing holes 15, and then tighten the docking holes 12 on the locking plate 11, and tighten the reinforcement holes 17 on the reinforcing plate 16, then hold the handle 9 and push it forward, the handle 9 drives the push rod 8 from the tilting device downward to gradually change to a horizontal state, at the same time, the push rod 8 pushes the top rod 7 to move inward, so that the two clamps 5 clamp the ventilation duct 4, and then tighten it with bolts through the locking holes 6, and then pour concrete into the pouring hole 2, the concrete baffle 3 is used to prevent concrete from overflowing, in case of concrete overflow, the overflowed concrete can flow into the bottom plate groove 14, if the ventilation duct 4 of different diameters is constructed next time, the appropriate clamp 5 should be replaced in advance.
[0037] After demoulding, the concrete surface is polished and corrected, waterproof putty is applied, the surface is painted with waterproof paint that is coordinated with the roof decoration, and the joint between the pier 1 and the ventilation pipe 4 is glued.
[0038] The quality standard is that the guard pier 1, the ventilation pipe 4 and the roof should be tightly combined, the joints should be clear, the paint should be evenly applied, the color should be coordinated, and the glue joints should be even and smooth.
[0039] The utility model adopts angle steels for combined assembly to form a standardized mold, which can be used to make casting holes with different side lengths and different diameters. The whole is a hexagonal column, and polygonal concrete piers such as triangles and quadrilaterals can also be constructed.
[0040] The utility model has the advantages of simple overall structure, convenient manufacture, portability, easy operation, detachability, low cost and high working efficiency.
[0041] The utility model can improve the construction quality of the roof air vents through the concrete pier mold, and can conveniently carry out concentric positioning of the ventilation pipe through the clamp. The detachable clamp can facilitate the replacement of clamps of different diameters to adapt to channel pipes of various diameters. The clamp can be conveniently and quickly tightened by the handle to facilitate the positioning of the ventilation pipe. The steel pier mold makes it easy to clean the concrete after pouring, which is convenient for subsequent turnover. The extension plate facilitates the movement of the pier mold, and the concrete baffle can prevent concrete overflow as much as possible, which is more convenient for turnover.
[0042] Although the content of the utility model has been described in detail through the above preferred embodiments, it should be recognized that the above description should not be considered as a limitation of the utility model. After reading the above content, various modifications and substitutions of the utility model will be obvious to those skilled in the art. Therefore, the protection scope of the utility model should be limited by the attached claims.
Claims
1. A turnover type roof air-permeable concrete pier mold, characterized in that: The invention comprises two pier protection devices of the same structure and symmetrically arranged, each pier protection device comprising a pier protection device (1) in the shape of a semi-prism, the pier protection device (1) being provided with a casting hole (2), a concrete baffle (3) being fixed above the pier protection device (1), a clamp (5) for fixing a ventilation pipe (4) being arranged above the casting hole (2), and a locking hole (6) being provided on the clamp (5).
2. A turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: A push rod (7) is installed on the concrete baffle (3) in a transversely sliding manner, one end of the push rod (7) is detachably connected to a clamp (5) disposed inside the concrete baffle (3), the other end of the push rod (7) is hinged to a push rod (8) disposed outside the concrete baffle (3), the push rod (8) is hinged to an L-shaped handle (9), the handle (9) is hinged to a support rod (10), and the other end of the support rod (10) is fixed to the pier (1).
3. A turnover type roof air-permeable concrete pier mold according to claim 2, characterized in that: The push rod (7) is detachably threadedly connected to the clamp (5).
4. A turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: Locking plates (11) are fixed to both sides of the end of the concrete baffle (3), and docking holes (12) are provided on the locking plates (11).
5. The turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: An extension plate (13) is fixed on the pier (1).
6. A turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: A bottom plate groove (14) is fixed at the lower end of the guard pier (1), a fixing hole (15) is fixed in the bottom plate groove (14), and reinforcing plates (16) are fixed at both ends of the bottom plate groove (14), and reinforcement holes (17) are opened on the reinforcing plates (16).
7. The turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: The pier (1) is in the shape of a triangle, a quadrilateral, a hexagon or an octagon.
8. The turnover type roof air-permeable concrete pier mold according to claim 1, characterized in that: The pier (1) has a height of 350 mm and is made of angle steel, the angle steel having a length of 1.5 m, a thickness of 3 mm and a width of 50 mm.
Citation Information
Cited By
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