Building template for chamfering ground beam pouring

Abstract

The utility model discloses a building template for pouring a chamfered ground beam, and particularly relates to the technical field of building construction, which comprises at least two steel templates which are assembled and combined into a chamfered structure and a prefabricated wood module which is arranged at the joint of the two steel templates and is used for eliminating a gap, the supporting side square formworks are divided into a first square formwork and a second square formwork which are attached to the three adjacent side faces of the outer sides of the two steel formworks and the prefabricated wood formwork according to the structure; the number of the supporting side square molds is not less than two, and the supporting side square molds are distributed in the vertical direction. The template combination device is simple in structure, and template combination of the chamfering ground beam can be carried out according to actual production design requirements.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically to a building formwork for casting chamfered ground beams. Background Technology

[0002] The ground beam, also known as the ring beam of the foundation, has become increasingly common in smaller buildings, such as villas or traditional-style buildings, due to the rise of guesthouses and similar structures. This has led to the creation of ground beams with beveled edges, a feature that was originally square and rectangular. Utility Model Content

[0003] The purpose of this invention is to provide a construction template for casting chamfered ground beams to solve the above-mentioned problems.

[0004] To achieve the above objectives, this utility model provides the following technical solution:

[0005] A construction formwork for casting a beveled ground beam includes at least two steel formworks assembled into a beveled structure and a prefabricated wooden formwork arranged at the joint of the two steel formworks to eliminate gaps;

[0006] It also includes a supporting side mold, which is divided into a first mold and a second mold according to its structure, which are attached to the three adjacent sides of the two steel templates and the precast wooden template.

[0007] The number of supporting side molds is no less than two, and they are distributed vertically.

[0008] Preferably, the second square mold is fixed to the precast wooden mold by means of iron.

[0009] Preferably, the top cross-section of the prefabricated wooden mold is hourglass-shaped.

[0010] Preferably, a support square mold is symmetrically arranged between the first square molds on the two support side square molds, and a crossbeam square mold is fixedly installed between the two support square molds;

[0011] A rectangular limiting mold is symmetrically fixedly installed on the crossbeam square mold, and a first ground-fixing limiting block mold is fixedly installed between the two.

[0012] Preferably, a first connecting square mold is fixedly installed on the top of the two first ground-limiting stop molds.

[0013] Preferably, a second ground-fixing stop mold is also included, which is attached to the side wall of the second square mold and distributed vertically.

[0014] Preferably, a traction square mold is fixedly installed between the top of the second ground-limiting stop mold and the first connecting square mold.

[0015] Preferably, the pulling square mold and the first connecting square mold are on the same horizontal plane.

[0016] In the above technical solution, the construction formwork for casting a chamfered ground beam provided by this utility model has the following beneficial effects: Steel formwork is placed according to the needs of the chamfered ground beam, and then the square molds are processed as needed to obtain prefabricated wooden molds that can perfectly fit the joint of two steel formworks to form the chamfered ground beam formwork. At this time, the square molds are processed to obtain several first square molds and second square molds. The ends of two first square molds are attached to the ends of the second square molds and fixed with iron nails to form supporting side square molds. Then, the supporting side square molds are attached to the outside of the chamfered ground beam formwork and fixed with iron nails. Attached Figure Description

[0017] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0018] Figure 1 A schematic diagram of the overall structure provided for an embodiment of this utility model;

[0019] Figure 2 This is a structural schematic diagram of the steel template, prefabricated wooden template, and supporting side template provided in the embodiments of this utility model.

[0020] Explanation of reference numerals in the attached figures:

[0021] 1. Steel formwork; 2. Precast wooden formwork; 3. Support side formwork; 31. First square formwork; 32. Second square formwork; 4. Support square formwork; 5. Crossbeam square formwork; 6. Rectangular limiting square formwork; 7. First ground-mounting limiting stop formwork; 8. First connecting square formwork; 9. Second ground-mounting limiting stop formwork; 10. Pulling square formwork. Detailed Implementation

[0022] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.

[0023] like Figure 1-2 As shown, a construction formwork for casting a beveled ground beam includes at least two steel formwork 1 assembled into a beveled structure and a prefabricated wooden formwork 2 arranged at the joint of the two steel formwork 1 to eliminate gaps;

[0024] It also includes a supporting side mold 3, which is divided into a first mold 31 and a second mold 32 that are attached to the three adjacent sides of the two steel templates 1 and the precast wooden template 2, according to the structure.

[0025] The number of supporting side molds 3 is no less than two, and they are distributed along the vertical direction.

[0026] In the above technique, steel formwork 1 is placed according to the needs of the chamfered ground beam. Then, the square molds are processed as needed to obtain prefabricated wooden molds 2 that can perfectly fit the joint of two steel formwork 1s to form the chamfered ground beam formwork. At this time, the square molds are processed to obtain several first square molds 31 and second square molds 32. The ends of the two first square molds 31 are attached to the ends of the second square molds 32 and fixed with iron nails to form a supporting side square mold 3. Then, the supporting side square mold 3 is attached to the outside of the chamfered ground beam formwork and fixed with iron nails.

[0027] It should be noted that the aforementioned second mold 32 is fixed to the prefabricated wooden mold 2 by means of iron.

[0028] The aforementioned precast wooden formwork 2 is manipulated by a handheld cutting saw or other appropriate cutting machine through the gap between the two already placed steel templates 1, then the square template is marked, and then cut to form a precast wooden formwork 2 with an hourglass-shaped top cross section.

[0029] Furthermore, in fixing the relationship between the first square mold 31 and the steel formwork 1, firstly, the distance between the first square molds 31 on the two supporting side square molds 3 is measured, then the square molds are cut to obtain two supporting square molds 4, and then a crossbeam square mold 5 is fixedly installed between the two supporting square molds 4. Finally, rectangular limiting square molds 6 are symmetrically fixedly installed on the crossbeam square mold 5, and a first ground-mounting limiting stop mold 7 is fixedly installed between the two. The ground-mounting limiting stop mold 7 here has a triangular arrow at the ground-mounting end, which can be driven into the ground by hammering with a sledgehammer.

[0030] After completing the above structure, a first connecting square mold 8 is fixedly installed on top of the two first ground-limiting retaining molds 7. This maintains the distance between the two first ground-limiting retaining molds 7 to prevent bulging of the mold during concrete pouring.

[0031] Furthermore, in this embodiment, a prefabricated second ground-limiting mold 9, identical in shape to the first ground-limiting mold 7, is fitted against the side wall of the second square mold 32 and inserted into the ground, thereby providing lateral support for the prefabricated wooden mold 2. A tensioning square mold 10 is then fixedly installed between the top of the second ground-limiting mold 9 and the first connecting square mold 8. All three components are secured with nails, thus preventing bulging of the mold during concrete pouring.

[0032] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.

Claims

1. A construction formwork for casting chamfered ground beams, characterized in that, It includes at least two steel formworks (1) assembled with a beveled structure and a prefabricated wooden formwork (2) arranged at the joint of the two steel formworks (1) to eliminate gaps; It also includes a supporting side mold (3), which is divided into a first mold (31) and a second mold (32) according to its structure, which are attached to the three adjacent sides of the two steel templates (1) and the precast wooden template (2). The number of the supporting side molds (3) is not less than two, and they are distributed along the vertical direction.

2. The building formwork for casting a chamfered ground beam according to claim 1, characterized in that, The second square mold (32) is fixed to the precast wooden mold (2) by iron fixation.

3. The building formwork for casting a chamfered ground beam according to claim 1, characterized in that, The top cross section of the prefabricated wooden mold (2) is hourglass-shaped.

4. A building formwork for casting a chamfered ground beam according to claim 1, characterized in that, A supporting square mold (4) is symmetrically arranged between the first square mold (31) on the two supporting side square molds (3), and a crossbeam square mold (5) is fixedly installed between the two supporting square molds (4). A rectangular limiting square mold (6) is symmetrically fixedly installed on the crossbeam square mold (5), and a first ground-fixing limiting block mold (7) is fixedly installed between the two.

5. A building formwork for casting a chamfered ground beam according to claim 4, characterized in that, The top of the two first ground-limiting stop molds (7) are fixedly installed with a first connecting square mold (8).

6. A building formwork for casting a chamfered ground beam according to claim 1, characterized in that, It also includes a second ground-limiting stop mold (9) that is attached to the side wall of the second square mold (32) and distributed vertically.

7. A building formwork for casting a chamfered ground beam according to claim 6, characterized in that, A tensioning square mold (10) is fixedly installed between the top of the second ground-limiting stop mold (9) and the first connecting square mold (8).

8. A building formwork for casting a chamfered ground beam according to claim 7, characterized in that, The pulling square mold (10) and the first connecting square mold (8) are on the same horizontal plane.

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