Large steel mold for round cone type tight hoop column
By adopting a round table-type tight-hook column large steel mold and using a combined design of column frame, tight-hook ring and fixed plate, the problems of explosive mold, mold increase and construction period extension in independent column construction are solved, and the rapid forming and construction period of independent columns are achieved.
Patent Information
- Application Number
- CN202421479006.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-26
- Publication Date
- 2025-04-11
- Estimated Expiration
- 2034-06-26
AI Technical Summary
In the existing independent column construction methods, there is a problem of explosive and mold expansion, and the reinforcement period is long, which affects the construction period.
The round table-type tight-hook column large steel mold is adopted, including a column frame, a tight-hook ring and a fixing plate. The column frame is composed of a column template, a support block and a hollow groove. The support block is fixedly connected to the column template. The tight-hook ring is hooked on the outer circumference of the support block in the height direction, and the fixing plate is pre-buried on the structural plate surface.
The problems of explosive and mold expansion have been solved, greatly saving construction time, reducing construction period, and achieving rapid forming of independent columns.
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Figure CN222745625U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of building construction, in particular to a large steel mold for a truncated cone-shaped tight-hoop column. Background Art
[0002] During the rush stage of the main structure construction, the progress of the main structure construction needs to be advanced quickly, and the construction of tall independent columns needs to be completed in advance. This requires the pre-construction of large independent columns, the erection of operating frames for vertical steel bar construction, formwork construction and other erection and dismantling operations, and the process is complicated and lengthy.
[0003] At present, most of the independent columns actually used in construction are reinforced by formwork, wood, steel pipe (or butterfly buckle), and some are reinforced by steel formwork. When using formwork, wood, steel pipe (or butterfly buckle) for reinforcement, the reinforcement quality depends on the experience and quality of each worker. A slight negligence may cause the column to burst or expand, resulting in uneven quality; and the reinforcement period is long, affecting the construction period. Although the use of steel formwork for reinforcement solves the problem of uneven quality, the joints, steel formwork reinforcement, diagonal brace reinforcement, etc. still affect the column quality and construction period. Utility Model Content
[0004] The purpose of the utility model is to overcome the defects of the prior art and provide a large steel mold for a truncated cone-shaped tight-hoop column, which solves the problems of mold explosion and mold expansion in the prior art, greatly saves construction time, shortens the construction period, and achieves the effect of rapid molding of independent columns.
[0005] In order to achieve the above technical effects, the utility model provides a truncated cone type tight hoop column large steel mold, which includes:
[0006] The column frame comprises a column template for installing a column reinforcement cage and a plurality of support blocks evenly arranged around the column template, wherein the plurality of support blocks are fixedly connected to the column template to form a whole and form the column frame with a longitudinal cross-section shape of a truncated cone, and a through-length hollow groove is provided between two adjacent support blocks along the height direction of the support blocks;
[0007] A plurality of tightening rings are evenly clamped on the outer circumferences of the plurality of support blocks along the height direction;
[0008] A fixing plate is pre-buried in the structural plate, and the fixing plate is fixedly installed at the bottom of the column frame.
[0009] Preferably, the interior of the column formwork is hollow and forms an installation space for installing the column reinforcement cage.
[0010] Preferably, the number of the support blocks is four, and the four support blocks are respectively arranged on the four corners of the column formwork.
[0011] Due to the adoption of the above technical solution, the technical effects achieved by the utility model are:
[0012] 1) During the construction stage of the bottom structural slab of the independent column, a fixed plate for fixing the column foot is embedded in advance. During the construction of the independent column, a hollow truncated cone column frame is used to wrap the independent column reinforcement cage. The support block with a small top diameter and a large bottom diameter can directly serve as a diagonal brace. After the column frame is fixed with a segmented clamp ring, the independent column can be directly cast after completion, so that the super-high independent column can be quickly formed.
[0013] 2) It solves the problems of mold explosion and mold expansion in the existing practice, greatly saves construction time, and has the effect of reducing construction period costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.
[0015] Figure 1 It is a three-dimensional diagram of the large steel mold of the truncated cone-shaped tight-hoop column of the utility model.
[0016] The corresponding relationship of the numbers in the accompanying drawings is as follows:
[0017] 11-column formwork; 111-installation space; 12-support block; 2-tightening ring; 3-fixing plate; 4-hollow groove. DETAILED DESCRIPTION
[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0019] See also Figure 1As shown, the embodiment of the utility model provides a truncated cone type tight hoop column large steel formwork, including a column frame, the column frame includes a column template 11 for installing a column reinforcement cage and a plurality of support blocks 12 evenly arranged around the column template 11, the plurality of support blocks 12 are fixedly connected to the column template 11 to form a column frame with a longitudinal cross-section shape of a truncated cone, and a through-length hollow groove 4 is provided between two adjacent support blocks 12 along the height direction of the support blocks 12. It should be noted that in this embodiment, the interior of the column template 11 is hollow and forms an installation space 111 for installing a column reinforcement cage, the number of support blocks 12 is four, and the four support blocks 12 are respectively arranged at the four corners of the column template 11.
[0020] Furthermore, a plurality of tightening rings 2 are evenly hooped on the outer circumference of a plurality of support blocks 12. In the present embodiment, there are three tightening rings 2, which respectively fix the bottom, middle and top of the column frame into one body, so as to prevent cracking during the pouring process. A weight-reducing hollow groove 4 is provided on the truncated cone column frame, so that the tightening rings can be easily disassembled later.
[0021] Furthermore, it also includes a fixing plate 3 embedded in the structural plate, and the fixing plate 3 is fixedly installed at the bottom of the column frame. In this embodiment, the fixing plate 3 is a steel plate. It should be noted that during the construction of the independent column, a hollow truncated cone column frame will be used to wrap the independent column reinforcement cage. The design of the truncated cone column frame with a small top diameter and a large bottom diameter can directly serve as a diagonal brace. After the column frame is fixed with a segmented clamp ring, the independent column can be directly cast after completion, so that the ultra-high tall independent column can be quickly formed.
[0022] Parts not involved in the present invention are the same as the prior art or can be implemented by the prior art. Although the embodiments of the present invention have been shown and described, it is understood by those skilled in the art that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the attached claims and their equivalents.
Claims
1. A large steel mold for a truncated cone-shaped tight-hoop column, characterized in that: include: The column frame comprises a column template for installing a column reinforcement cage and a plurality of support blocks evenly arranged around the column template, wherein the plurality of support blocks are fixedly connected to the column template to form a whole and form the column frame with a longitudinal cross-section shape of a truncated cone, and a through-length hollow groove is provided between two adjacent support blocks along the height direction of the support blocks; A plurality of tightening rings are evenly clamped on the outer circumferences of the plurality of support blocks along the height direction; A fixing plate is pre-buried in the structural plate, and the fixing plate is fixedly installed at the bottom of the column frame.
2. The truncated cone type tight hoop column large steel mold according to claim 1, characterized in that: The interior of the column template is hollow and forms an installation space for installing the column reinforcement cage.
3. The truncated cone type tight hoop column large steel mold according to claim 1, characterized in that: The number of the support blocks is four, and the four support blocks are respectively arranged on the four corners of the column template.