Finished shot point structure
The precast blasting point structure, which uses scaffolding components and threaded connections, solves the problems of precast concrete blasting points being difficult to remove and unable to be reused multiple times, thereby improving the service life of the formwork and the self-waterproofing performance of the floor slab.
Patent Information
- Application Number
- CN202520492601.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-19
- Publication Date
- 2026-02-10
- Estimated Expiration
- 2035-03-19
AI Technical Summary
The existing precast concrete blasting points affect the efficiency of formwork during dismantling, causing formwork damage and making them unusable multiple times. Furthermore, through gaps are easily generated at the joints between the precast blasting points and the cast-in-place concrete, affecting the self-waterproofing effect of the floor slab.
It adopts a combination structure of foot frame components, leveling steel plates and connecting nuts, and realizes the detachable assembly of finished blasting points through threaded connection. It can adapt to different plate thicknesses, is constructed by welding steel bars, and the lifting rings are easy to reuse.
It enables convenient dismantling and multiple uses of prefabricated blasting points, improves the secondary use rate of formwork, reduces formwork damage, and enhances the self-waterproofing performance of floor slabs.
Smart Images
Figure CN223893845U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of concrete precast blasting point technology, and in particular to a precast blasting point structure. Background Technology
[0002] Most existing finished blasting points are cylindrical blasting points made of concrete. Before pouring, the blasting points are fixed to the slab surface with nails and poured together with the main body.
[0003] Currently, precast concrete blasting points are mostly fixed to the formwork with nails before pouring. This practice seriously affects the efficiency of formwork removal and causes additional damage during removal, reducing the reuse rate of the formwork. Furthermore, substandard concrete blasting points can reduce the concrete strength of the floor slab, affecting the building's structural integrity and safety. Finally, through-cracks are prone to form at the joint between the precast concrete blasting points and the cast-in-place concrete, severely compromising the self-waterproofing properties of the concrete slab surface. Utility Model Content
[0004] The purpose of this utility model is to provide a precast blasting point structure to alleviate the technical problem that precast concrete blasting points in the prior art are not easy to dismantle and cannot be used multiple times.
[0005] The finished blasting point structure provided by this utility model includes: a foot frame component, a leveling steel plate, and a connecting nut;
[0006] The scaffolding component includes a first upright post, which has a threaded section.
[0007] The leveling steel plate is connected to a second upright, and the end of the second upright is fixed with the connecting nut;
[0008] All connecting nuts are threadedly connected to the threaded section.
[0009] In an optional implementation,
[0010] The leg structure includes multiple leg legs;
[0011] All of the aforementioned tripod legs are connected to the first upright.
[0012] In an optional implementation,
[0013] The leveling steel plate is provided with a second upright on the side near the leg of the scaffold.
[0014] In an optional implementation,
[0015] A lifting ring is provided on the side of the leveling steel plate away from the second upright.
[0016] The precast blasting point structure provided by this utility model is assembled by setting a threaded section on the first upright in the support frame component, connecting the leveling steel plate to the second upright, and setting a second threaded section on the second upright. The connecting nut is threadedly connected to the threaded section and the second threaded section. Furthermore, the setting of the connecting nut allows the first and second uprights to be disassembled and assembled at will. The second upright of different heights can be selected according to different plate thicknesses, which alleviates the technical problem in the prior art that precast concrete blasting points are not easy to disassemble and cannot be used multiple times. Attached Figure Description
[0017] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. Obviously, the drawings described below are some embodiments of this utility model. For those skilled in the art, other drawings can be obtained from these drawings without creative effort.
[0018] Figure 1 A schematic diagram of the overall structure of the finished blasting point structure provided in this embodiment of the utility model;
[0019] Figure 2 An explosive structural diagram of the finished blast point structure provided in this embodiment of the utility model.
[0020] Icons: 1-First upright; 2-Connecting nut; 3-Lifting ring; 4-Second upright; 5-Leveling steel plate; 6-Scaffold leg. Detailed Implementation
[0021] The technical solution of this utility model will now be clearly and completely described with reference to the accompanying drawings. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this utility model.
[0022] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance.
[0023] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.
[0024] The specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings. It should be understood that the specific embodiments described herein are for illustration and explanation only and are not intended to limit the scope of this utility model.
[0025] The finished blasting point structure provided in this embodiment includes: a foot frame component, a leveling steel plate 5, and a connecting nut 2; the foot frame component includes a first upright 1, the first upright 1 having a threaded section, the threaded section being an external thread, the leveling steel plate 5 being connected to a second upright 4, the end of the second upright 4 being fixed with a connecting nut 2, the second upright 4 and the connecting nut 2 being fixed by welding, and the connecting nut 2 being threadedly connected to the threaded section, thereby connecting the first upright 1 and the second upright 4.
[0026] In an optional embodiment, the scaffolding component includes a plurality of scaffold legs 6; all of the plurality of scaffold legs 6 are connected to the first upright 1.
[0027] In an optional embodiment, a second upright 4 is provided on the side of the leveling steel plate 5 near the scaffold leg 6. The second upright 4 and the leveling steel plate 5 can be fixedly connected, and the second upright 4 is welded to the leveling steel plate 5.
[0028] In an optional embodiment, a lifting ring 3 is provided on the side of the leveling steel plate 5 away from the second upright 4 to facilitate hoisting.
[0029] When using this pre-made blasting point structure, select the second upright 4 with different heights according to different plate thicknesses. After determining the plate thickness, connect the corresponding threaded section and the corresponding connecting nut 2 tightly before use. During the pouring process, the plate surface can be finished by smoothing the top edge of the circular leveling steel plate 5. After smoothing, grab the lifting ring 3 above the leveling steel plate 5 to remove the pre-made blasting point. Then, the plate surface is smoothed a second time.
[0030] The precast blasting point structure provided in this embodiment is assembled by setting a threaded section on the first upright 1 in the support frame component, connecting the leveling steel plate 5 to the second upright 4, and setting the second upright 4 to the second threaded section. The connecting nut 2 is threadedly connected to the threaded section and the second threaded section. Furthermore, the setting of the connecting nut 2 allows the first upright 1 and the second upright 4 to be disassembled and assembled at will. The second upright 4 of different heights can be selected according to different plate thicknesses, which alleviates the technical problem in the prior art that the precast concrete blasting point is not easy to disassemble and cannot be used multiple times.
[0031] Compared with the prior art, the advantages of this utility model are:
[0032] 1. The thickness control of the floor slab is simple and convenient during the floor slab pouring process; it can be used simply by placing it on the floor slab formwork.
[0033] 2. The finished blasting point is made of welded steel bars, which is inexpensive. The top circular ring 3 can ensure the reuse of the finished blasting point.
[0034] 3. Different slab thicknesses can use different sizes of blasting points, making it highly adaptable.
[0035] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of this utility model, and are not intended to limit it. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features therein. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model.
Claims
1. A finished shot point structure, characterized in that, include: Leg frame components, leveling steel plate (5) and connecting nuts (2); The scaffolding component includes a first upright (1) having a threaded section; The leveling steel plate (5) is connected to a second upright (4), and the end of the second upright (4) is fixed with the connecting nut (2); The connecting nuts (2) are all threadedly connected to the threaded section.
2. The finished blasting point structure according to claim 1, characterized in that, The leg structure includes multiple leg legs (6); All of the aforementioned leg (6) are connected to the first upright (1).
3. The finished blasting point structure according to claim 2, characterized in that, The leveling steel plate (5) is provided with the second upright (4) on the side near the scaffold leg (6).
4. The finished blasting point structure according to claim 3, characterized in that, A lifting ring (3) is provided on the side of the leveling steel plate (5) away from the second upright (4).