CN219387166U - Quick reinforcing apparatus among even wall post template work progress - Google Patents

Abstract

The utility model relates to a rapid reinforcement device in a wall connecting column formwork construction process, which comprises a double-piece main keel assembly, two single-piece main keel assemblies, two inclined support rod assemblies and a plurality of pins; the double-piece main joist assembly comprises two first reinforced main joists which are arranged in parallel, a connecting steel plate is welded between the side walls of the two first reinforced main joists, the connecting steel plate is distributed at two ends of the length direction of the first reinforced main joists, and a plurality of first connecting jacks penetrate through the two first reinforced main joists; the single-piece main keel assembly comprises a second reinforced main keel, and a plurality of second connecting jacks penetrate through the second reinforced main keel; the oblique support rod assembly comprises a support rod, connectors are mounted at two ends of the support rod through connecting pins, and third connecting jacks are formed in the connectors. The utility model can avoid installing the split bolt on the side surface of the connecting wall column, can ensure the construction quality, reduce the construction difficulty, improve the construction efficiency, reduce the later plugging amount and ensure the one-step forming effect of the outer vertical surface.

Description

Quick reinforcing apparatus among even wall post template work progress

Technical Field

The utility model relates to the technical field of building engineering formwork support, in particular to a rapid reinforcing device in the construction process of a wall connecting column formwork.

Background

Wall studs, also known as buttress studs, are particularly common in building construction processes, especially in framed shear wall structures, which are often disposed outside of the building. In the construction process, the column template is connected with the wall template, the traditional reinforcing mode can not achieve the effect of reinforcing the periphery of the column, and the column template is reinforced by adding the form of the split bolts on the side face of the column.

In the traditional reinforcing mode, the side templates of the wall connecting column are reinforced mainly by means of the tie bolts, and when the column hoop ribs are densely arranged, construction is difficult; especially in such as clear water facing concrete and like the engineering that requires higher to concrete molding quality, the split bolt eye of side is very big to the influence of appearance, and later plugging process is loaded down with trivial details, and the risk of cracking appears easily.

Disclosure of Invention

The utility model aims to solve the defects of the prior art and provides a rapid reinforcing device in the construction process of a wall connecting column template.

The utility model adopts the following technical scheme to realize the aim:

a rapid reinforcement device in the construction process of a wall connecting column template comprises a double-piece main keel assembly, two single-piece main keel assemblies, two inclined support rod assemblies and a plurality of pins;

the double-piece main joist assembly comprises two first reinforced main joists which are arranged in parallel, a connecting steel plate is welded between the side walls of the two first reinforced main joists, the connecting steel plate is distributed at two ends of the length direction of the first reinforced main joists, and a plurality of first connecting jacks penetrate through the two first reinforced main joists;

the single-piece main keel assembly comprises a second reinforced main keel, and a plurality of second connecting jacks penetrate through the second reinforced main keel;

the oblique support rod assembly comprises a support rod, wherein connectors are arranged at two ends of the support rod through connecting pins, and third connecting jacks are formed in the connectors;

two second consolidate the main joist and pass through the pin that first connection jack, second are connected in the jack and install at the both ends of first consolidate the main joist, and bracing piece one end is connected with first consolidate the main joist through the pin that first connection jack, third are connected in the jack, and the other end of bracing piece is connected with the second and consolidate the main joist through the pin that second connection jack, third are connected in the jack.

The longitudinal sections of the first reinforcing main joist and the second reinforcing main joist are of side-arranged I-shaped structures.

The first connecting jacks are distributed at two ends of the two first reinforcing main keels.

The width of first main joist, second main joist of consolidating is 100mm, and the thickness of middle part diaphragm is 8mm.

In particular, the support rod is of a cuboid structure.

In particular, the bracing piece is the tubular structure, and bracing piece both ends suppression is dull and stereotyped structure and connecting pin setting are in dull and stereotyped structure department.

The beneficial effects of the utility model are as follows: the utility model can simply and efficiently finish the reinforcement of the wall connecting column template, avoids installing the split bolt on the side surface of the wall connecting column, ensures the construction quality, reduces the construction difficulty, improves the construction efficiency, reduces the later plugging amount and ensures the one-step forming effect of the outer vertical surface.

Drawings

FIG. 1 is a schematic illustration of the present utility model in use;

figure 2 is a front view of the two-piece main runner assembly;

figure 3 is a right side view of the two piece main runner assembly;

figure 4 is a schematic view of the construction of a one-piece main runner assembly;

FIG. 5 is a schematic view of the diagonal brace assembly;

in the figure: 1-a double main keel assembly; 2-a monolithic main keel assembly; 3-an oblique support rod assembly; 4-pins; 5-wood templates; 6-a main joist of the wood block; 7-a main keel of the steel pipe; 8-a split bolt; 9-mountain nut;

101-a first reinforcing main joist; 102-connecting steel plates; 103-a first connection jack;

201-a second reinforcing main joist; 202-a second connection jack;

301-supporting rods; 302-connecting pins; 303-connecting heads; 304-a third connection jack;

the embodiments of the present utility model will be described in detail below with reference to the accompanying drawings.

Detailed Description

The principles and features of the present utility model are described below with reference to the drawings, the examples are illustrated for the purpose of illustrating the utility model and are not to be construed as limiting the scope of the utility model. The utility model is more particularly described by way of example in the following paragraphs with reference to the drawings. Advantages and features of the utility model will become more apparent from the following description and from the claims. It should be noted that the drawings are in a very simplified form and are all to a non-precise scale, merely for convenience and clarity in aiding in the description of embodiments of the utility model.

It will be understood that when an element is referred to as being "fixed to" another element, it can be directly on the other element or intervening elements may also be present. When a component is considered to be "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When an element is referred to as being "disposed on" another element, it can be directly on the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like are used herein for illustrative purposes only.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs. The terminology used herein in the description of the utility model is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. The term "and/or" as used herein includes any and all combinations of one or more of the associated listed items.

The utility model is further illustrated by the following examples in conjunction with the accompanying drawings:

as shown in fig. 1 to 5, a rapid reinforcement device in the construction process of a wall-connected column template comprises a double-piece main keel assembly 1, two single-piece main keel assemblies 2, two inclined support rod assemblies 3 and a plurality of pins 4;

the biplate main joist subassembly 1 includes two first main joists 101 that consolidate of parallel arrangement, and the welding has connecting steel sheet 102 between two first main joist 101 lateral walls, and connecting steel sheet 102 distributes at first main joist 101 length direction's both ends, runs through on two first main joists 101 and has a plurality of first connection jack 103, and first connection jack 103 distributes at two first main joists 101 both ends of consolidating, can reduce the influence to first main joist 101 intensity of consolidating like this.

The single-piece main keel assembly 2 comprises a second reinforced main keel 201, and a plurality of second connecting jacks 202 are penetrated through the second reinforced main keel 201;

the longitudinal sections of the first reinforcing main keel 101 and the second reinforcing main keel 201 are of side-arranged I-shaped structures, and can be manufactured by adopting galvanized I-shaped steel of Q345B. The width of the first reinforcing main joist 101 and the second reinforcing main joist 201 is 100mm, and the thickness of the middle transverse plate is 8mm.

The oblique support rod assembly 3 comprises a support rod 301, wherein connectors 303 are arranged at two ends of the support rod 301 through connecting pins 302, and third connecting jacks 304 are formed in the connectors 303;

two second reinforcement main joists 201 are installed at the two ends of the first reinforcement main joist 101 through the pin 4 in the first connection jack 103 and the second connection jack 202, one end of the supporting rod 301 is connected with the first reinforcement main joist 101 through the pin 4 in the first connection jack 103 and the third connection jack 304, and the other end of the supporting rod 301 is connected with the second reinforcement main joist 201 through the pin 4 in the second connection jack 202 and the third connection jack 304.

In particular, the support rod 301 has a rectangular parallelepiped structure and may be manufactured by processing a steel plate.

Specifically, the support rod 301 has a circular tube structure, both ends of the support rod 301 are pressed into a flat plate structure, and the connection pins 302 are disposed at the flat plate structure. The support rod 301 may be manufactured by machining a round steel tube.

When the wall is used, as shown in figure 1, the wood templates 5 and the square main keels 6 on two sides of the wall are connected and fixed by adopting the steel pipe main keels 7, the split bolts 8 and the mountain nuts 9, the double-piece main keel assembly 1 is arranged on the outer sides of the wood templates 5 and the square main keels 6 of the wall connecting column (the buttress column), the two single-piece main keel assemblies 2 are connected with the steel pipe main keels 7 through the split bolts 8 and the mountain nuts 9 at the positions needing reserved holes, the two single-piece main keel assemblies 2 are arranged on the wood templates 5 and the other two sides of the square main keels 6 of the wall connecting column (the buttress column), and finally the two single-piece main keel assemblies 2 are connected with the double-piece main keel assemblies 1 through the inclined support rod assemblies 3.

The double-piece main keel assembly 1 and the two single-piece main keel assemblies 2 can be manufactured by on-site square column buckling, can be produced in an industrial standard manner, are firm and durable, are not easy to damage, and can be used for multiple turnover.

The size of each component of the utility model can be adjusted according to the requirement, so that the utility model can be used for reinforcing column templates with various sections, and has good compatibility and high availability.

The column template reinforcement method can avoid the use of split bolts for the two side templates of the column, has a reinforcement mode similar to that of a square column buckle, is simple to operate, and can greatly improve the construction efficiency.

The utility model can avoid the reserved opposite-pull bolt holes on the two sides of the column, is particularly suitable for construction engineering with high requirements on molding quality such as clear water facing concrete, and avoids the quality problem caused by secondary plugging.

While the utility model has been described above with reference to the accompanying drawings, it will be apparent that the utility model is not limited to the above embodiments, but is intended to cover various modifications, either made by the method concepts and technical solutions of the utility model, or applied directly to other applications without modification, within the scope of the utility model.

Claims (7)

1. The rapid reinforcement device in the construction process of the wall connecting column template is characterized by comprising a double-piece main keel assembly (1), two single-piece main keel assemblies (2), two inclined support rod assemblies (3) and a plurality of pins (4);

the double-piece main keel assembly (1) comprises two first reinforced main keels (101) which are arranged in parallel, a connecting steel plate (102) is welded between the side walls of the two first reinforced main keels (101), the connecting steel plate (102) is distributed at two ends of the length direction of the first reinforced main keels (101), and a plurality of first connecting jacks (103) penetrate through the two first reinforced main keels (101);

the single-piece main keel assembly (2) comprises a second reinforcing main keel (201), and a plurality of second connecting jacks (202) are penetrated through the second reinforcing main keel (201);

the oblique support rod assembly (3) comprises a support rod (301), connectors (303) are arranged at two ends of the support rod (301) through connecting pins (302), and third connecting jacks (304) are formed in the connectors (303);

two second consolidate main joists (201) install the both ends at first consolidate main joist (101) through pin (4) in first connection jack (103), second connection jack (202), and bracing piece (301) one end is connected with first consolidate main joist (101) through pin (4) in first connection jack (103), third connection jack (304), and bracing piece (301) other one end is connected with second consolidate main joist (201) through pin (4) in second connection jack (202), third connection jack (304).

2. The rapid reinforcement device in the construction process of a wall connecting column formwork according to claim 1, wherein the longitudinal section of the first reinforcement main keel (101) is of a side-mounted I-shaped structure.

3. The rapid reinforcement device in the construction process of a wall connecting column formwork according to claim 2, wherein the longitudinal section of the second reinforcement main keel (201) is of a side-mounted I-shaped structure.

4. A quick reinforcement device in a wall stud form construction process according to claim 3, wherein the first connection jacks (103) are distributed at two ends of the two first reinforcement main keels (101).

5. The rapid reinforcement device in the construction process of the wall connecting column formwork according to claim 4, wherein the width of the first reinforcement main keel (101) and the second reinforcement main keel (201) is 100mm, and the thickness of the middle transverse plate is 8mm.

6. The rapid hardening apparatus for use in a wall stud form construction process according to claim 5, wherein the support bar (301) has a rectangular parallelepiped shape.

7. The rapid reinforcement device in the construction process of a wall connecting column formwork according to claim 5, wherein the supporting rods (301) are of a round tubular structure, two ends of the supporting rods (301) are pressed into a flat plate structure, and the connecting pins (302) are arranged at the flat plate structure.