Steel structure supporting frame assembled according to standard knot combination

Through the combination and assembly of column components and support components, standard sections and triangles with different heights are used to stabilize the structure, the problem of support frame height mismatch is solved, and construction efficiency and structural stability are improved.

CN223227117UActive Publication Date: 2025-08-15ZHEJIANG DADONGWU CONSTR TECH CO LTD

Patent Information

Application Number
CN202422468467.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-12
Publication Date
2025-08-15
Estimated Expiration
2034-10-12

AI Technical Summary

Technical Problem

The existing support frames cannot be flexibly matched when facing different support heights, and the need for on-site cutting leads to low efficiency and large dimensional errors, which affects the bearing capacity.

Method used

The column assembly and the support assembly are adopted. The support assembly is connected in sequence by standard sections of different heights. The support height needs are met by adjusting the number and size of the standard sections, and a horizontal abdominal rod and an oblique abdominal rod are combined to form a triangular stable structure to increase stability.

Benefits of technology

It realizes flexible adaptability of the support frame, improves construction efficiency, reduces dimensional errors and bearing capacity, and reduces risks, and enhances structural stability and safety.

✦ Generated by Eureka AI based on patent content.

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Abstract

A steel structure supporting frame assembled according to standard knot combination comprises a stand column assembly and a supporting assembly used for providing a supporting height for the stand column assembly, the supporting assembly comprises the standard knots which have different heights and are sequentially connected, and a transfer beam used for installing the standard knots is arranged at the bottom of the supporting assembly; the stand column assembly comprises a stand column and an I-shaped transfer beam used for supporting the stand column. The supporting assembly is composed of at least one standard knot. Compared with the prior art, the number of the standard knots can be adjusted according to the actual supporting height, and the number of the standard knots with different sizes can be adjusted to meet the actual supporting height, so that the supporting requirements of different heights are flexibly met, field cutting is not needed, and the construction efficiency and flexibility are greatly improved; the problem that in the prior art, a supporting frame is not matched with the needed supporting height is solved, and the risks of size errors and bearing capacity reduction caused by cutting are reduced.
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Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a steel structure support frame assembled according to standard sections. Background Art

[0002] In the field of architecture, with the continuous development of the construction industry and people's pursuit of aesthetics, many tall, large-span buildings have emerged. These architectural models break with traditional rules. Some giant diagonal trusses have a clear bottom and no support system. During construction, the trusses are assembled in sections, which is extremely difficult to install and difficult to ensure safety and stability. The use of temporary support frames as load-bearing support tools can effectively solve this problem and also serve as temporary support during the construction of prefabricated buildings. In the bridge industry, support frames are used to locate bridges, mark and measure benchmarks, and ensure the correct appearance of sections during welding, providing good assembly and welding working conditions. In the shipbuilding industry, frame frames are widely used in the construction of sections such as hull bottoms, decks, sides, and bows and sterns. Whether for small or medium-sized ships or large vessels, frame frames effectively ensure the smooth assembly and welding of sections.

[0003] However, in actual application, the use of support frames still has some drawbacks: substandard materials, poor welding quality, deviations in support frame installation, deviations in diagonal brace welding quality, the difficulty of cutting and assembling materials on site according to drawings, extensive welding and cutting during dismantling, and low recycling and reuse rates. These drawbacks not only affect the safety and stability of the project but can also lead to delays and increased costs.

[0004] To solve the above problems, the Chinese patent application number 202011271234.1 discloses a temporary support frame for the installation of assembled lattice steel structures and a method of use. The temporary support frame disclosed above includes a base section, a standard section, an adjustment section inner section, an adjustment section outer section, an adjustment top support, and a jack for unloading; the base section includes a base section column limb, a base section tie bar, and a base section cross beam; the standard section includes a standard section column limb, a standard section tie bar, and a standard section cross beam; the adjustment section inner section includes an adjustment section inner section column limb, an adjustment section inner section tie bar, and an adjustment section inner section cross beam. Chinese patent application number 202120011732.6 discloses a temporary support frame for steel structure construction. The temporary support frame disclosed above includes columns, the upper parts of which are connected to each other through upper chords, and the lower parts of the columns are connected to each other through lower chords. A flange is provided at the top of the column, and an ear plate is provided on the outside of the column under the flange; a flange is provided at the lower end of the column. The bolts of the utility model assemble the columns, webs, chords and pipe brackets into a standard section of a lattice bracket, and the lattice brackets are connected with flanges to realize a multi-module assembly structure.

[0005] The standard sections, base sections, etc. in the above-mentioned prior art are all temporary support structures. When faced with different support heights, the existing support frame does not match the height to be supported and cannot meet the support requirements of different support heights. Therefore, it is necessary to cut on-site according to the actual size to meet the support needs. This method is less efficient, and the size of the cut support frame is prone to errors, which makes the size of the support frame smaller, resulting in reduced bearing capacity. Utility Model Content

[0006] The utility model aims to overcome the defects in the above-mentioned prior art and provide a steel structure support frame which can adjust the support height of the support frame and realize the support demand for the support height and is assembled according to standard sections.

[0007] In order to achieve the above-mentioned purpose of the utility model, the utility model adopts the following technical solutions: a steel structure support frame assembled according to standard sections, including a column assembly and a support assembly for providing support height for the column assembly, the support assembly includes standard sections with different heights and connected in sequence, and a conversion beam for installing the standard sections is provided at the bottom of the support assembly; the column assembly includes a column and an I-shaped conversion beam for supporting the column; the support assembly is composed of at least one standard section.

[0008] As a preferred solution of the present invention, the standard section is composed of two parallel supporting members, with horizontal web members and diagonal web members provided between the two supporting members. The horizontal web members are horizontally arranged at the upper and lower ends of the supporting members, and the diagonal web members are obliquely arranged between the two horizontal web members.

[0009] As a preferred solution of the present invention, the support member is provided with a first connecting member for mounting the horizontal web member, the first connecting member is arranged horizontally, and the end of the horizontal web member is connected to the first connecting member.

[0010] As a preferred solution of the present invention, the support member is further provided with a second connecting member for mounting the diagonal web member. The second connecting member is a bent structure, and the end of the diagonal web member is connected to the second connecting member.

[0011] As a preferred solution of the present invention, the second connecting member is bent toward the diagonal web member.

[0012] As a preferred solution of the present invention, both ends of the support member are provided with connecting plates for connecting with adjacent standard sections, and a plurality of bolt holes are provided on the connecting plates.

[0013] As a preferred solution of the present invention, diagonal braces for stabilizing the columns are provided on both sides of the columns, and the bottoms of the diagonal braces are connected to the I-shaped conversion beam.

[0014] As a preferred solution of the present invention, a fixing piece for fixing the standard section is provided on the conversion beam.

[0015] Compared with the prior art, the beneficial effects of the present invention are:

[0016] 1. The support function is achieved through the provided column assembly and support assembly. The support assembly is composed of several standard sections of different heights connected in sequence. The number of standard sections can be adjusted according to the actual support height. At the same time, the number of standard sections of different sizes can be adjusted to meet the actual support height, thereby flexibly adapting to the support requirements of different heights. No on-site cutting is required, which greatly improves construction efficiency and flexibility, solves the problem of mismatch between the support frame and the required support height in the existing technology, and reduces the risk of dimensional error and reduced bearing capacity due to cutting;

[0017] 2. Furthermore, the triangular stabilizing structure composed of horizontal webs and diagonal webs is adopted inside the standard section, which enhances the stability and bearing capacity of the overall structure. At the same time, diagonal braces are provided on both sides of the columns to further enhance the stability of the columns and ensure safety and reliability during the construction process. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a structural diagram of the utility model;

[0019] Figure 2 It is a structural diagram of the connecting plate of the utility model;

[0020] Figure 3 This is a structural diagram of a 6.5m standard section;

[0021] Figure 4 This is a structural diagram of a 4.5m standard section;

[0022] Figure 5 This is a structural diagram of a 2.5m standard section;

[0023] Figure 6 This is a schematic structural diagram of the first embodiment of the present invention;

[0024] Figure 7 This is a structural diagram of the second embodiment of the present utility model

[0025] Figure numerals: standard section 1, support member 101, connecting plate 1011, bolt hole 1012, diagonal web member 102, second connecting member 1021, horizontal web member 103, first connecting member 1031, column assembly 2, I-shaped transfer beam 201, column 202, diagonal brace 2021, transfer beam 3, fixing member 301. DETAILED DESCRIPTION

[0026] The following is a detailed description of the embodiments of the present invention with reference to the accompanying drawings.

[0027] like Figure 1-Figure 5 As shown, a steel structure support frame assembled according to standard sections includes a column assembly 2 and a support assembly for providing support height for the column assembly 2. The support assembly includes standard sections 1 with different heights and connected in sequence. A conversion beam 3 for installing the standard sections 1 is provided at the bottom of the support assembly; the column assembly 2 includes a column 202 and an I-shaped conversion beam 201 for supporting the column 202; the support assembly is composed of at least one standard section 1.

[0028] Furthermore, the support frame is composed of a column assembly 2, a support assembly, a conversion beam 3, and the support assembly is connected by standard sections 1 of different heights. The specific number of standard sections 1 required and the size of the standard sections 1 are determined by the actual support height. The support function is achieved by setting the top I-shaped conversion beam 201. The support assembly has several standard sections 1 of different heights connected in sequence. The number of standard sections can be adjusted according to the actual support height, and the number of standard sections of different sizes can be adjusted to meet the actual support height, so as to flexibly adapt to the support requirements of different heights without on-site cutting, which greatly improves construction efficiency and flexibility, solves the problem of mismatch between the support frame and the required support height in the prior art, and reduces the risk of dimensional error and reduced bearing capacity due to cutting.

[0029] The column assembly 2 consists of an I-shaped transfer beam 201 and a column 202, wherein the I-shaped transfer beam 201 consists of three I-beams. Specifically, two I-beams are arranged in parallel at the top of the support assembly, and the third I-beam is vertically connected between the two I-beams. The column 202 is vertically arranged on the middle I-beam.

[0030] The standard section 1 is composed of two parallel supporting members 101, and a horizontal web member 103 and a diagonal web member 102 are provided between the two supporting members 101. The horizontal web member 103 is horizontally arranged at the upper and lower ends of the supporting members 101, and the diagonal web member 102 is inclinedly arranged between the two horizontal web members 103. Furthermore, the standard section 1 is a rectangular structure, and is provided with three standard sections 1 with heights of 6.5m, 4.5m and 2.5m. In actual use, standard sections 1 of different heights can be selected according to the specific support height. The standard section 1 is composed of supporting members 101, diagonal web members 102 and horizontal web members 103. Specifically, the supporting members 101 are arranged in parallel, and the diagonal web members 102 and the horizontal web members 103 are connected between the two supporting members 101.

[0031] like Figure 3As shown, in the 6.5m standard section 1, four horizontal webs 103 are provided on each side, two horizontal webs 103 are located at the upper and lower ends of the standard section 1, and the other two horizontal webs 103 are provided in the middle of the standard section 1, thereby dividing the standard section 1 into three equally spaced identical rectangular frames, and a diagonal web 102 is connected between two adjacent horizontal webs 103. The diagonal web 102 is connected to the opposite ends of the two horizontal webs 103, that is, connected to the diagonal lines of the rectangular frames. The rectangular frame is divided into two identical triangles by the diagonal web 102, which improves the stability of the rectangular frame and thereby improves the structural strength of the entire standard section 1. The angle between two adjacent diagonal webs 102 is 90°.

[0032] like Figure 4 As shown, in the 4.5m standard section 1, three horizontal web members 103 are provided on each side, two horizontal web members 103 are located at the upper and lower ends of the standard section 1, and the other horizontal web member 103 is provided in the middle of the standard section 1, thereby dividing the standard section 1 into two equidistant identical rectangular frames, and a diagonal web member 102 is connected between two adjacent horizontal web members 103. The diagonal web member 102 is connected to the opposite ends of the two horizontal web members 103, that is, connected to the diagonal line of the rectangular frame. The rectangular frame is divided into two identical triangles by the diagonal web member 102, which improves the stability of the rectangular frame and thereby improves the structural strength of the entire standard section 1. The angle between two adjacent diagonal web members 102 is 90°.

[0033] like Figure 5 As shown, in the 2.5m standard section 1, two horizontal web members 103 are provided on each side, and the two horizontal web members 103 are located at the upper and lower ends of the standard section 1. A rectangular frame is formed between the two horizontal web members 103. A diagonal web member 102 is connected between the two horizontal web members 103. The diagonal web member 102 is connected to the opposite ends of the two horizontal web members 103, that is, connected to the diagonal lines of the rectangular frame. The rectangular frame is divided into two identical triangles by the diagonal web members 102, which improves the stability of the rectangular frame and thereby improves the structural strength of the entire standard section 1.

[0034] A first connecting member 1031 for installing the horizontal web 103 is provided on the support member 101. The first connecting member 1031 is arranged horizontally, and the end of the horizontal web 103 is connected to the first connecting member 1031. Furthermore, the first connecting member 1031 is fixed to the support member 101 by bolts, and both ends of the horizontal web 103 are connected to the first connecting member 1031.

[0035] The support member 101 is also provided with a second connecting member 1021 for installing the diagonal web member 102. The second connecting member 1021 is a bent structure, and the end of the diagonal web member 102 is connected to the second connecting member 1021. Furthermore, the second connecting member 1021 is bent toward the direction of the diagonal web member 102. The second connecting member 1021 is installed on the support member 101 by bolts. A bending portion is formed on the second connecting member 1021. The angle of the bending portion is an obtuse angle, and the length direction of the bending portion is parallel to the diagonal of the rectangular frame. The two ends of the second connecting member 1021 are connected to the bending portion.

[0036] Both ends of the support member 101 are provided with connecting plates 1011 for connecting with adjacent standard sections 1, and a number of bolt holes 1012 are provided on the connecting plates 1011. Furthermore, the connecting plates 1011 are arranged on the two corners at both ends of the support member 101, and the bolt holes 1012 are distributed on the four sides of the connecting plates 1011. The connecting plates 1011 on the two standard sections 1 are connected and fixed by bolts.

[0037] In addition, the structure of the support member 101 is the same as the connection structure between the two support members 101 in the standard section 1, that is, the support member 101 is connected by two parallel I-beams, diagonal web members 102 and horizontal web members 103, and the diagonal web members 102 and horizontal web members 103 are arranged between the two I-beams for connecting and fixing the two I-beams.

[0038] The structure of the support members 101 in the standard sections 1 of different heights is the same as the number of diagonal web members 102 and horizontal web members 103 between two support members 101 in the standard sections 1 of the same height, and will not be described in detail here.

[0039] The conversion beam 3 is provided with a fixing part 301 for fixing the standard section 1. Furthermore, the conversion beam 3 is an I-shaped structure, and two parallel conversion beams 3 are provided on the ground. The standard section 1 is mounted on the conversion beam 3. In addition, the fixing part 301 fixes the standard section 1 to the conversion beam 3 by welding.

[0040] A method for installing a steel structure support frame assembled in standard sections comprises the following steps:

[0041] Step 1: Determine the required number of standard sections 1 and the height of the column assembly 2 according to the support height;

[0042] Step 2: Set up the transfer beam 3 and connect and fix the I-shaped transfer beam 201 and the column 202 of the column assembly 2;

[0043] Step 3: Lay the standard sections 1 horizontally and assemble them into a whole, with the longer standard section 1 at the bottom and the shorter standard section 1 at the top;

[0044] Step 4: Fix the full-length construction ladder vertically on one side of the support frame and hang a fall arrester on the top;

[0045] Step 5: Hoist the support frame to the designated position of the transfer beam 3, and weld the frame to the bottom transfer beam 3 with the fixing piece 301;

[0046] Step 6: Before the supported components are placed in place, the height of the column assembly 2 is determined based on on-site measurements and then supported. When the height of the column 202 exceeds 400mm, diagonal braces 2021 need to be installed on both sides to provide stability.

[0047] A method for disassembling a steel structure support frame assembled in standard sections comprises the following steps:

[0048] Step 1: After reaching the unloading condition, cut off the column 202;

[0049] Step 2: Cut off the bottom fixing piece 301 to disengage the support frame from the lower transfer beam 3, hoist the support frame to the ground and lay it down, and remove the bolts between the standard sections 1;

[0050] Step 3: Remove the bolts on the standard section 1, disassemble the standard section 1 into the support member 101, the horizontal web member 103 and the diagonal web member 102, and stack and pack them according to categories.

[0051] Standard Section 1 Component Packaging and On-site Stacking Requirements

[0052] 1. The support members 101 are stacked flat and staggered, with the number of stacking layers not exceeding 5, and sleepers are set up at the bottom to be off the ground.

[0053] 2. The horizontal web members 103 and the diagonal web members 102 are respectively packaged using channel steel brackets.

[0054] like Figure 6 As shown, in actual use, Example 1:

[0055] In this embodiment, the height of the column 202 is greater than or equal to 400 mm. At this time, diagonal braces 2021 for stabilizing the column 202 are provided on both sides of the column 202. The bottom of the diagonal brace 2021 is connected to the I-shaped conversion beam 201. The added diagonal brace 2021 improves the structural strength of the column 202 and increases the stability of the column 202.

[0056] like Figure 7 As shown, in actual use, Example 2:

[0057] In this embodiment, the height of the column 202 is less than 400 mm, and the diagonal brace 2021 is not provided on the column 202 .

[0058] The above description of the disclosed embodiments will enable those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention is not limited to the embodiments shown herein, but is intended to conform to the widest scope consistent with the principles and novel features disclosed herein.

[0059] Although this document frequently uses the following terms: standard section 1, support member 101, connecting plate 1011, bolt hole 1012, diagonal web member 102, second connecting member 1021, horizontal web member 103, first connecting member 1031, column assembly 2, I-shaped transfer beam 201, column 202, diagonal brace 2021, transfer beam 3, fixing member 301, etc., the use of other terms is not excluded. These terms are used only to more conveniently describe and explain the essence of the present invention; interpreting them as any additional limitation is contrary to the spirit of the present invention.

Claims

1. A steel structure support frame assembled in standard sections, characterized in that: The invention comprises a column assembly (2) and a support assembly for providing a support height for the column assembly (2), wherein the support assembly comprises a plurality of standard sections (1) having different heights and connected in sequence, and a conversion beam (3) for installing the standard sections (1) is provided at the bottom of the support assembly; the column assembly (2) comprises a column (202) and an I-shaped conversion beam (201) for supporting the column (202); and the support assembly is composed of at least one standard section (1).

2. The steel structure support frame assembled by standard sections according to claim 1, characterized in that: The standard section (1) is composed of two parallel supporting members (101), a horizontal web member (103) and an oblique web member (102) are provided between the two supporting members (101), the horizontal web member (103) is horizontally arranged at the upper and lower ends of the supporting member (101), and the oblique web member (102) is obliquely arranged between the two horizontal web members (103).

3. The steel structure support frame assembled by standard sections according to claim 2, characterized in that: The support member (101) is provided with a first connecting member (1031) for installing the horizontal web member (103). The first connecting member (1031) is arranged horizontally, and the end of the horizontal web member (103) is connected to the first connecting member (1031).

4. The steel structure support frame assembled by standard sections according to claim 2, characterized in that: The support member (101) is further provided with a second connecting member (1021) for mounting the diagonal web member (102); the second connecting member (1021) is a bent structure, and the end of the diagonal web member (102) is connected to the second connecting member (1021).

5. The steel structure support frame assembled by standard sections according to claim 4, characterized in that: The second connecting member (1021) is bent toward the diagonal web member (102).

6. The steel structure support frame assembled by standard sections according to claim 2, characterized in that: Both ends of the support member (101) are provided with connecting plates (1011) for connecting with adjacent standard sections (1), and the connecting plates (1011) are provided with a plurality of bolt holes (1012).

7. The steel structure support frame assembled by standard sections according to claim 1, characterized in that: Diagonal braces (2021) for stabilizing the column (202) are provided on both sides of the column (202), and the bottom of the diagonal brace (2021) is connected to the I-shaped conversion beam (201).

8. The steel structure support frame assembled by standard sections according to claim 1, characterized in that: The conversion beam (3) is provided with a fixing piece (301) for fixing the standard section (1).

Citation Information

Patent Citations

  • Temporary support frame for installing assembled lattice steel structure and use method thereof

    CN112324160B

  • Temporary support frame for steel structure construction

    CN214462352U

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