Beam-column topology space special-shaped node template

By combining bolted connections and double-sided adhesive bonding of the beam-column joint formwork with adjusting clips for fastening, the problem of high construction difficulty of beam-column joints in irregular spaces is solved, enabling rapid installation and efficient disassembly, and reducing the formwork damage rate and cost.

CN118895866BActive Publication Date: 2026-01-16SHANGHAI CONSTRUCTION NO 7 (GROUP) CO LTD
View PDF 2 Cites 0 Cited by

Patent Information

Application Number
CN202411087266.4
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-08-09
Publication Date
2026-01-16
Estimated Expiration
2044-08-09

AI Technical Summary

Technical Problem

In existing technologies, the construction of irregular spatial beam-column joints is difficult, resulting in low construction efficiency, easy damage to formwork, low turnover rate, and high cost.

Method used

The beam-column joint formwork is a combination of beam and column formwork, which is connected by bolts and double-sided adhesive, and fastened with adjusting clips to achieve rapid installation and disassembly of irregular beam-column joints.

Benefits of technology

This method enables the one-time forming of irregular beam-column joints, improving construction efficiency, reducing formwork damage rate and cost, increasing turnover rate, and ensuring construction quality.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN118895866B_ABST
    Figure CN118895866B_ABST
Patent Text Reader

Abstract

The application provides a beam-column topological space special-shaped node formwork, which comprises a beam formwork and a column formwork; the beam formwork comprises outer rectangular beam formworks and inner special-shaped beam formworks at the joint with the column formwork; the space surrounded by the rectangular beam formworks and the special-shaped beam formworks is used for pouring to form a beam; the column formwork comprises outer rectangular column formworks and inner special-shaped column formworks at the joint with the beam formwork; the space surrounded by the rectangular column formworks and the special-shaped column formworks is used for pouring to form a column; and the special-shaped beam formworks and the special-shaped column formworks are combined into a beam-column node formwork. The application is used for supporting the special-shaped beam-column node formwork in the construction process, improves the efficiency of the construction process, achieves the requirement of completing the node in one construction process, is convenient to install and remove, improves the work efficiency, solves the problem that the beam-column node is not easy to construct, is not easy to damage, improves the turnover rate and reduces the cost.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This invention relates to a template for irregularly shaped nodes in beam-column topology. Background Technology

[0002] Currently, with the rapid development of the modern construction industry, the continuous updating of construction methods, and the extensive use of new materials, more and more large and complex building complexes are rising from the ground. In the design, architectural designs often pursue the aesthetics of the component shapes, creating beam-column joints in irregular spaces. However, in construction, directly erecting formwork presents difficulties. Summary of the Invention

[0003] The purpose of this invention is to provide a template for irregular nodes in beam-column topology space.

[0004] To address the above problems, this invention provides a beam-column topological space irregular node template, comprising:

[0005] The beam formwork includes: an outer rectangular beam formwork and an inner irregular beam formwork at the junction with the column formwork. The space enclosed by the rectangular beam formwork and the irregular beam formwork is used to form a beam to be poured.

[0006] The column formwork includes: an outer rectangular column formwork and an inner irregular column formwork at the junction with the beam formwork. The space enclosed by the rectangular column formwork and the irregular column formwork is used to form a column to be poured. The irregular beam formwork and the irregular column formwork are combined to form a beam-column joint formwork.

[0007] Furthermore, in the aforementioned beam-column topological space irregular node template, the irregular beam template and the irregular column template are combined into an integrated beam-column node template.

[0008] Furthermore, in the aforementioned beam-column topological space irregular node template, the rectangular beam template is a wooden template or a steel template.

[0009] Furthermore, in the aforementioned beam-column topological space irregular node template, the rectangular column template is a wooden template or a steel template.

[0010] Furthermore, in the aforementioned beam-column topological space irregular node template, the outer rectangular beam template and the inner irregular beam template at the junction with the column template are connected by bolts.

[0011] Furthermore, in the aforementioned beam-column topological space irregular node template, the outer rectangular column template and the inner irregular column template at the junction with the beam template are connected by bolts.

[0012] Furthermore, in the aforementioned beam-column topological space irregular node template, double-sided tape is affixed to the joint between the outer rectangular beam template and the inner irregular beam template at the junction with the column template to prevent grout leakage.

[0013] Further, in the beam-column topological space special-shaped node template, double-sided adhesive tape is pasted at the connecting joints of the outer rectangular column template and the special-shaped column template at the intersection with the beam template to prevent slurry leakage.

[0014] Further, in the beam-column topological space special-shaped node template, the rectangular beam template is fastened by adjusting buckles.

[0015] Further, in the beam-column topological space special-shaped node template, the rectangular column template is fastened by adjusting buckles.

[0016] Compared with the prior art, the present application provides a special-shaped beam-column node which can be conveniently installed and disassembled, and the special-shaped beam-column node can be formed at one time. In the field construction, the outer rectangular beam template and the rectangular column template are first erected according to the rectangular cross section, and then the inner lining beam-column node template is fixed between the rectangular beam template and the rectangular column template, which is used for the erection of the special-shaped beam-column node template in the construction process, improves the efficiency of the construction process, achieves the requirement of completing the node at one time, and is convenient to install and disassemble, improves the work efficiency, solves the problem that the beam-column node is not easy to construct. In addition, the template of the present application is not easy to damage, improves the turnover rate, and reduces the cost. BRIEF DESCRIPTION OF DRAWINGS

[0017] Figure 1 is a schematic view of a beam-column topological space special-shaped node template according to an embodiment of the present application. DETAILED DESCRIPTION

[0018] In order to make the above-mentioned objects, features and advantages of the present application more apparent and easy to understand, the present application will be further described in detail below with reference to the drawings and specific embodiments.

[0019] As shown in Figure 1 , the present application provides a beam-column topological space special-shaped node template, comprising:

[0020] a beam template, comprising: an outer rectangular beam template 2 and an inner special-shaped beam template at the intersection with the column template, and the space surrounded by the rectangular beam template and the special-shaped beam template is used for forming a beam to be poured;

[0021] a column template, comprising: an outer rectangular column template 1 and an inner special-shaped column template at the intersection with the beam template, and the space surrounded by the rectangular column template and the special-shaped column template is used for forming a column to be poured, wherein the special-shaped beam template and the special-shaped column template are combined into a beam-column node template 3.

[0022] The application provides a beam-column node with different shapes which can be conveniently installed and removed, and the beam-column node with different shapes can be formed at one time.

[0023] Preferably, the inner lining beam-column node template can be made of a material with high strength and rigidity to ensure that it is not easily deformed and can completely shape the node.

[0024] In an embodiment of the beam-column topological space special-shaped node template, the special-shaped beam template and the special-shaped column template are combined into an integrated beam-column node template.

[0025] In an embodiment of the beam-column topological space special-shaped node template, the rectangular beam template is a wooden template or a steel template.

[0026] In an embodiment of the beam-column topological space special-shaped node template, the rectangular column template is a wooden template or a steel template.

[0027] In an embodiment of the beam-column topological space special-shaped node template, the outer rectangular beam template and the inner special-shaped beam template at the joint with the column template are connected through bolts.

[0028] In this way, the templates are tightly connected through bolts, and the phenomenon of slurry leakage does not occur, effectively ensuring the construction quality.

[0029] In an embodiment of the beam-column topological space special-shaped node template, the outer rectangular column template and the inner special-shaped column template at the joint with the beam template are connected through bolts.

[0030] In this way, the templates are tightly connected through bolts, and the phenomenon of slurry leakage does not occur, effectively ensuring the construction quality.

[0031] In an embodiment of the beam-column topological space special-shaped node template, the joint between the outer rectangular beam template and the inner special-shaped beam template at the joint with the column template is pasted with double-sided adhesive tape to prevent slurry leakage.

[0032] In an embodiment of the beam-column topological space special-shaped node template, the joint between the outer rectangular column template and the inner special-shaped column template at the joint with the beam template is pasted with double-sided adhesive tape to prevent slurry leakage.

[0033] In the embodiment of the beam-column topology space special-shaped node template, the rectangular beam template is fastened through the adjusting buckle.

[0034] Here, the length of the adjusting buckle is adjusted according to the size of the rectangular beam template, the rectangular beam template is fastened, and the integrity is ensured.

[0035] In the embodiment of the beam-column topology space special-shaped node template, the rectangular column template is fastened through the adjusting buckle.

[0036] Here, the length of the adjusting buckle is adjusted according to the size of the rectangular column template, the rectangular column template is fastened, and the integrity is ensured.

[0037] The various embodiments in the specification are described in a progressive manner, and each embodiment focuses on the difference from other embodiments, and the same or similar parts between various embodiments can be referred to each other.

[0038] Obviously, those skilled in the art can make various modifications and variations to the application without departing from the spirit and scope of the application. Thus, if these modifications and variations of the application fall within the scope of the claims of the application and their equivalent technologies, the application also intends to include these modifications and variations.

Claims

1. A beam-column topology space special-shaped node template, characterized in that, Comprise: Beam formwork, comprising: rectangular beam formwork on the outside and special-shaped beam formwork at the joint with column formwork on the inside, the space surrounded by the rectangular beam formwork and the special-shaped beam formwork is used for forming beams to be cast; Column formwork, comprising: rectangular column formwork on the outside and special-shaped column formwork at the joint with beam formwork on the inside, the space surrounded by the rectangular column formwork and the special-shaped column formwork is used for forming columns to be cast, wherein the special-shaped beam formwork and the special-shaped column formwork are combined into beam-column joint formwork; The special-shaped beam formwork and the special-shaped column formwork are combined into integrated beam-column joint formwork; The rectangular beam formwork on the outside and the special-shaped beam formwork at the joint with column formwork on the inside are connected by bolts; The rectangular column formwork on the outside and the special-shaped column formwork at the joint with beam formwork on the inside are connected by bolts; double-sided adhesive tape is pasted at the connecting joint of the rectangular beam formwork on the outside and the special-shaped beam formwork at the joint with column formwork on the inside to prevent slurry leakage; Double-sided adhesive tape is pasted at the connecting joint of the rectangular column formwork on the outside and the special-shaped column formwork at the joint with beam formwork on the inside to prevent slurry leakage.

2. The beam-column topology space irregular node template of claim 1, wherein, The rectangular beam formwork is a wooden formwork or a steel formwork.

3. The beam-column topology space irregular node stencil of claim 1, wherein, The rectangular column formwork is a wooden formwork or a steel formwork.

4. The beam-column topology space irregular node template of claim 1, wherein, The rectangular beam formwork is fastened by adjusting buckles.

5. The beam-column topology space irregular node template of claim 1, wherein, The rectangular column formwork is fastened by adjusting buckles.

Citation Information

Patent Citations

  • Method and related device for acquiring information of interest in webpages

    CN102253937A

  • Topological curled edge PEC beam end plate connecting structure and detection equipment thereof

    CN117071729A