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CN-224213782-U - Aluminum-wood combined supporting structure for basement

CN224213782UCN 224213782 UCN224213782 UCN 224213782UCN-224213782-U

Abstract

The utility model discloses an aluminum-wood combined supporting structure for a basement, which belongs to the technical field of building construction and solves the problem of high construction cost in the process of constructing a concrete beam with a non-standard size in the prior art. The wood template disclosed by the utility model can be flexibly cut according to non-standard sizes, the customization requirement of the aluminum mould is reduced, the construction cost is obviously reduced, and meanwhile, the structural strength of the standard part aluminum mould and the L-shaped aluminum mould at key nodes is reserved.

Inventors

  • CHEN YIKAI
  • LI YUANQING
  • LI WEILING
  • CHEN ZEXIN
  • GONG QIANG
  • YANG CHENG
  • WANG FENGJIANG
  • YAO CHANGYU
  • CAO SHENG
  • QIN DANDAN
  • XIA JIANBIN
  • ZHOU RONGLONG

Assignees

  • 中建一局集团华南建设有限公司
  • 中国建筑一局(集团)有限公司

Dates

Publication Date
20260508
Application Date
20250604

Claims (7)

  1. 1. The utility model provides an aluminum-wood combines bearing structure for basement, its characterized in that is including being used for L type aluminum mould (1) and standard part aluminum mould (2) that are located the wall both ends respectively, L type aluminum mould (1) with all be fixed with aluminum mould fossil fragments (3) on the adjacent face of standard part aluminum mould (2), two bolt fastening has plank sheathing (4) between aluminum mould fossil fragments (3).
  2. 2. The aluminum-wood combined support structure for a basement according to claim 1, wherein two aluminum mould keels (3) are of an L-shaped plate structure, and end plates of each aluminum mould keel (3) are fixed on the L-shaped aluminum mould (1) or the standard aluminum mould (2) through a plurality of pins.
  3. 3. The aluminum-wood combined support structure for the basement according to claim 2, wherein a plurality of through holes which are used for being matched with tapping screws (5) are formed in the side plates of each aluminum mould keel (3), and the tapping screws (5) are respectively connected with the wood mould plates (4) in a threaded mode through the through holes.
  4. 4. An aluminium-wood composite support structure for basements according to claim 3, wherein a plurality of said through holes in each of said aluminium mould keels (3) are uniformly distributed at intervals along a straight line.
  5. 5. The aluminum-wood combined support structure for a basement according to claim 1, wherein two aluminum mould keels (3) are of rectangular plate structures, and each aluminum mould keel (3) is fixedly connected with a wood mould through a plurality of three-in-one connecting pieces.
  6. 6. The aluminum-wood combined support structure for a basement according to claim 5, characterized in that each of the three-in-one connectors comprises an eccentric (6) located in an end face of the aluminum mould keel (3), the eccentric (6) being connected with a bolt connecting rod (7) pre-buried on the wood form (4).
  7. 7. The aluminum wood combined support structure for a basement according to claim 5, wherein the wood form (4) is made of plywood.

Description

Aluminum-wood combined supporting structure for basement Technical Field The utility model relates to the technical field of building construction, in particular to an aluminum-wood combined supporting structure for a basement. Background In the construction engineering, the aluminum beam template is a combined template of a beam side plate and a beam bottom plate which are made of aluminum alloy materials and is used for enclosing and supporting the pouring of the concrete beam, so that the shape and the size of the concrete are ensured to meet the design requirements. The dimensions of a typical concrete beam are typically designed with standard moduli (e.g., multiples of 50 mm) to facilitate construction and material management. However, in actual engineering of a basement, non-standard dimensions may be encountered due to design requirements or construction condition limitations, and in order to meet the non-standard dimensions of the design in the prior art, it is generally required to customize an aluminum mold structure of a specific dimension for supporting, resulting in increased construction costs. Disclosure of utility model Aiming at the problems in the prior art, the utility model provides the aluminum-wood combined supporting structure for the basement, which solves the problem of high construction cost in the process of constructing the concrete beam with a non-standard size in the prior art. In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows: The utility model provides an aluminum-wood combines bearing structure for basement, is including being used for being located L type aluminum mould and the standard part aluminum mould at wall both ends respectively, all is fixed with the aluminum mould fossil fragments on the adjacent face of L type aluminum mould and standard part aluminum mould, and bolt fastening has the plank sheathing between two aluminum mould fossil fragments. In this scheme, to the concrete beam of nonstandard size, L type aluminium mould is applicable to the corner of concrete beam, and the wood form is used for the nonstandard size between standard part aluminium mould and the L type aluminium mould of transition, and the wood form can be according to nonstandard size nimble tailorring, reduces aluminium mould customization demand, is showing reduction construction cost, and standard part aluminium mould and L type aluminium mould remain aluminium mould at the structural strength of key node simultaneously. The arrangement of the aluminum mould keels is convenient for respectively fixing the two ends of the wood template on the L-shaped aluminum mould and the standard part aluminum mould. Further, the two aluminum mould keels are of L-shaped plate structures, and end plates of all the aluminum mould keels are fixed on the L-shaped aluminum mould or the standard part aluminum mould through a plurality of pins. The L-shaped aluminum mould keel is fixed on the L-shaped aluminum mould or the standard part aluminum mould through multiple pins, so that the fixed connection is facilitated. Further, a plurality of through holes which are used for being matched with the self-tapping screws are formed in the side plates of each aluminum mould keel, and the self-tapping screws respectively penetrate through the through holes to be in threaded connection with the wood mould plates. The tapping screw avoids the perforating arrangement of the wood template, and reduces the processing cost of the wood template. Further, the through holes on each aluminum mould keel are uniformly distributed at intervals along a straight line. The design of the evenly distributed through holes enables the stress to be linearly distributed along the aluminum mould keel, and the cracking of the wood mould caused by overlarge local stress is avoided. Further, two aluminum mould keels are rectangular plate structures, and every aluminum mould fossil fragments all pass through a plurality of trinity connecting pieces and wood pattern fixed connection. The trinity connecting piece cooperates with the aluminum mould fossil fragments of rectangle plate structure, not only conveniently connects, can form hidden connection structure, and the aluminum mould fossil fragments of rectangle plate structure are higher in being L template structural strength simultaneously, have increased the stability of connection. Further, each three-in-one connecting piece comprises an eccentric wheel positioned in the end face of the aluminum mould keel, and the eccentric wheel is connected with a bolt connecting rod pre-buried on the wood mould plate. The cooperation of eccentric wheel and bolt connecting rod can be through rotatory eccentric wheel quick locking. Further, the wood template is made of plywood. The plywood material has workability and surface smoothness, is easy to cut into a non-standard shape, and reduces concrete bubbles. Drawings FIG. 1 is a schematic structural vi