Cushion pier for constructing prefabricated part
By designing a pier structure including upper support surface, lower support surface, support rod, load-bearing core mold and load-bearing core, the existing pier is easily damaged and cost-effective, and high durability and wide applicability are achieved. , low-cost construction prefabricated components support effect.
Patent Information
- Application Number
- CN202421184657.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-28
- Publication Date
- 2025-01-03
- Estimated Expiration
- 2034-05-28
AI Technical Summary
The existing construction pads are prone to damage, difficult to reuse, high cost and poor storage effect. They are more obvious when suitable for large-volume and heavy concrete and steel structure prefabricated parts.
A pier structure including an upper support surface, a lower support surface, a support rod, a load-bearing core mold and a load-bearing core is designed, wherein the upper support surface and the lower support surface are circular, the support rod is a solid column, and the load-bearing core mold is Hollow columns, made of steel and concrete, are connected by welding to improve support capacity.
It realizes a pad pier with simple structure, simple production, convenient transportation and high durability. It is suitable for construction prefabricated components of various types and sizes, with good weather resistance and low cost characteristics.
Smart Images

Figure CN222292261U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the technical field of cushion piers for constructing prefabricated components, and in particular relates to a cushion pier used for constructing prefabricated components. Background Art
[0002] Pads are common devices used to store and protect prefabricated components in engineering construction. They are of great significance for the protection of finished products, temporary storage, transportation and other engineering links. At present, the most common pads in construction are mainly wood and prefabricated concrete blocks. They usually have disadvantages such as easy damage, difficult to reuse, high cost per use, poor storage effect, and limited use conditions. This is especially true for the storage of large-volume and heavy prefabricated parts such as concrete and steel structures. Utility Model Content
[0003] In order to solve the problems existing in the use of common cushions, the utility model proposes:
[0004] A cushion pier used for constructing prefabricated components comprises an upper supporting surface, a lower supporting surface, supporting rods, a load-bearing core mold and a load-bearing core.
[0005] Furthermore, the upper support surface is located on the upper side of the load-bearing core, the lower support surface is located on the lower side of the load-bearing core, the support rod connects the upper support surface and the lower support surface, and the load-bearing core is placed in the load-bearing core mold.
[0006] Furthermore, the upper supporting surface is circular, the lower supporting surface is circular, the diameter of the upper supporting surface is the same as the diameter of the lower supporting surface, the support rod is a solid cylinder, and the load-bearing core mold is a hollow cylinder with openings at both ends.
[0007] Furthermore, the upper supporting surface has a central hole, the diameter of the central hole is the same as the opening diameter of the load-bearing core mold, and the lower supporting surface has no hole.
[0008] Furthermore, the upper supporting surface, the lower supporting surface, the supporting rods, and the load-bearing core mold are all made of steel, and the load-bearing core is made of concrete.
[0009] Furthermore, the upper supporting surface is welded to the center of the upper end of the load-bearing core mold, and the lower supporting surface is welded to the center of the lower end of the load-bearing core mold. The two ends of the support rod are respectively welded between the upper supporting surface and the lower supporting surface to play a connecting and supporting role. Concrete is poured into the load-bearing core mold and vibrated to make it dense.
[0010] Compared with the prior art, the beneficial effects of the utility model are as follows:
[0011] The utility model utilizes an upper support surface, a lower support surface, a support rod, a load-bearing core mold and a load-bearing core combination to achieve effective support for construction prefabricated components. The device has the characteristics of simple structure, simple manufacture, convenient transportation, ultra-high durability and not easy to damage. It is suitable for the support and storage of construction prefabricated components of various types, materials, sizes and weights; it has good weather resistance and can be used in various environments and climatic conditions; the material source is wide, the cost is low, and it is easy to manufacture and promote application. BRIEF DESCRIPTION OF THE DRAWINGS
[0012] Figure 1 It is a schematic diagram of the three-dimensional structure of the utility model;
[0013] Figure 2 This is a front view of the utility model;
[0014] Figure 3 This is the top view of the utility model;
[0015] Figure 4 It is a bottom view of the utility model.
[0016] Serial numbers in the figure: 1. upper supporting surface, 2. lower supporting surface, 3. supporting rod, 4. load-bearing core mold, 5. load-bearing core. DETAILED DESCRIPTION
[0017] The present invention is further described in detail below with reference to the accompanying drawings and specific implementation examples:
[0018] Figure 1-Figure 4 As shown, it includes an upper supporting surface 1, a lower supporting surface 2, a support rod 3, a load-bearing core mold 4, and a load-bearing core 5. The load-bearing core 5 is placed in the opening of the load-bearing core mold 4, the upper opening of the load-bearing core mold 4 is connected to the upper supporting surface 1, the lower opening of the load-bearing core mold 4 is connected to the lower supporting surface 2, and the support rod 3 connects the upper supporting surface 1 and the lower supporting surface 2.
[0019] Among them, the upper supporting surface 1, the lower supporting surface 2, the supporting rod 3, and the load-bearing core mold 4 are all made of steel, and the load-bearing core is made of concrete.
[0020] Among them, the upper support surface 1 is a circular open hole structure, the diameter of the opening is the same as the opening diameter of the load-bearing core mold 4, and the lower support surface 2 is a circular non-opening structure, and the diameter of the upper support surface 1 is the same as the diameter of the lower support surface 2.
[0021] Among them, the load-bearing core mold 4 and the load-bearing core 5 jointly bear the pressure of the construction prefabricated components, the upper support surface 1 increases the load-bearing contact area, and the lower support surface 2 increases the contact area with the ground. The upper support surface 1 and the lower support surface 2 are connected by the support rod 3 to enhance the overall bearing capacity of the pier.
[0022] The upper support surface 1, the lower support surface 2, the support rod 3, and the load-bearing core mold 4 are connected by welding.
[0023] The connection between the lower support surface 2 and the load-bearing core mold 4 uses the load-bearing core mold 4 as a container, and the load-bearing core 5 is placed in the load-bearing core mold 4 .
[0024] The support rods 3 are evenly distributed between the support surface 1 and the lower support surface 2, and the number of the support rods 3 is usually 4-10.
[0025] The above is only a preferred specific implementation method of the utility model, but the protection scope of the utility model is not limited to it. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and utility model concept of the utility model within the technical scope disclosed by the utility model, which should be covered by the protection scope of the utility model.
Claims
1. A cushion for constructing prefabricated components, characterized in that: A load-bearing core (5) is placed in the opening of the load-bearing core mold (4), an upper support surface (1) is welded to the upper opening of the load-bearing core mold (4), a lower support surface (2) is welded to the lower opening of the load-bearing core mold (4), and two ends of the support rod (3) are respectively welded to the upper support surface (1) and the lower support surface (2).
2. The cushion for constructing prefabricated components according to claim 1, characterized in that: The upper supporting surface (1), the lower supporting surface (2), the supporting rod (3) and the load-bearing core mold (4) are all made of steel, and the load-bearing core is made of concrete.
3. The cushion for constructing prefabricated components according to claim 1, characterized in that: The upper supporting surface (1) is a circular opening structure, and the opening diameter is the same as the opening diameter of the load-bearing core mold (4).
4. The cushion for constructing prefabricated components according to claim 1, characterized in that: The lower support surface (2) is a circular structure without openings.
5. The cushion for constructing prefabricated components according to claim 1, characterized in that: The diameter of the upper supporting surface (1) is the same as the diameter of the lower supporting surface (2).
6. The cushion for constructing prefabricated components according to claim 1, characterized in that: The support rods (3) are evenly distributed between the support surface (1) and the lower support surface (2).
7. The cushion for constructing prefabricated components according to claim 1, characterized in that: The number of the support rods (3) is 4-10.
