CN217379457U

CN217379457U - Exempt from to tear open precast concrete suspended form with novel stirrup structure

Info

Publication number: CN217379457U
Application number: CN202221089314.XU
Authority: CN
Inventors: 陈兵
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-05-07
Filing date: 2022-05-07
Publication date: 2022-09-06
Anticipated expiration: 2032-05-07

Abstract

The utility model discloses an exempt from to tear open precast concrete suspended form with novel stirrup structure, include the frame construction and a plurality of stirrup that are enclosed to make by a plurality of precast concrete laths, it is a plurality of the stirrup interval sets up on the precast concrete lath, the stirrup includes first horizon bar, second horizon bar, pole setting and support frame, the intermediate position cross arrangement of first horizon bar and pole setting, second horizon bar parallel arrangement is in first horizon bar top and one end and pole setting fixed connection, the fixed other end that sets up at the second horizon bar of support frame, precast concrete lath is fixed to be set up on the second horizon bar. The utility model discloses an exempt from to tear open precast concrete suspended form when the construction, stride the position of handing-over with the stirrup card height to connect on the carrier template through fixed foot, after the construction was accomplished, suspended form directly combines together with the building, need not to dismantle, has both improved the efficiency of construction, can not cause the waste of material again, and the shaping is pleasing to the eye.

Description

Exempt from to tear open precast concrete suspended form with novel stirrup structure

Technical Field

The utility model relates to a suspended formwork construction technical field, in particular to exempt from to tear open precast concrete suspended formwork with novel stirrup structure.

Background

Based on the current house building market, in the high-low span suspended formwork construction procedures such as toilets, kitchens and balconies, structures such as formworks, square steel or angle steel are mostly adopted as main frames, and then concrete is poured. After pouring is finished, the main frame needs to be dismantled, corners of concrete can be damaged in the dismantling process, on one hand, the forming is not attractive, and on the other hand, the problem of material waste is also caused.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem, the utility model discloses a prefabricated suspended form of non-dismantling concrete with novel stirrup structure, include the frame construction and a plurality of stirrup of making by the prefabricated lath of a plurality of concretes encloses, it is a plurality of the stirrup interval sets up on the prefabricated lath of concretes, the stirrup includes first horizon bar, second horizon bar, pole setting and support frame, the intermediate position cross arrangement of first horizon bar and pole setting, second horizon bar parallel arrangement is in first horizon bar top and one end and pole setting fixed connection, the fixed other end that sets up at the second horizon bar of support frame, the prefabricated lath of concretes is fixed to be set up on the second horizon bar.

Furthermore, the support frame comprises two inclined rods which are arranged in a crossed mode, and one ends of the two inclined rods are intersected at the end portion of the second horizontal rod.

Furthermore, the bottom ends of the two inclined rods are respectively provided with a fixed foot.

The utility model has the advantages that:

the utility model discloses an exempt from to tear open precast concrete suspended form when the construction, stride the position of handing-over with the stirrup card height to connect on the carrier template through fixed foot, after the construction was accomplished, suspended form directly combines together with the building, need not to dismantle, has both improved the efficiency of construction, can not cause the waste of material again, and the shaping is pleasing to the eye.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without inventive labor.

FIG. 1 is a schematic view of the present invention;

FIG. 2 is a schematic view of the structure of a stirrup in the present invention;

fig. 3 is the schematic diagram of the construction structure of the present invention.

Reference numerals:

1-precast concrete laths; 2-stirrup; 21-a first horizontal bar; 22-a second horizontal bar; 23-erecting a rod; 24-a support frame; 25-fixing feet; 3-wooden board.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.

Furthermore, the descriptions in the present application related to "first", "second", etc. are for descriptive purposes only and are not to be construed as indicating or implying relative importance or to imply that the number of technical features indicated are implicitly being indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature.

In the description of the embodiments, the terms "disposed," "connected," and the like are to be construed broadly unless otherwise explicitly specified or limited. For example, the connection can be fixed, detachable or integrated; can be mechanically or electrically connected; either directly or through an intervening medium, or through internal communication between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

As shown in fig. 1, the disassembly-free concrete precast suspended form with the novel stirrup structure of the embodiment includes a frame structure made of a plurality of precast concrete laths 1 and a plurality of stirrups 2, wherein the stirrups 2 are arranged on the precast concrete laths 1 at intervals.

As shown in fig. 2, the stirrup 2 includes a first horizontal rod 21, a second horizontal rod 22, an upright 23 and a support frame 24, the first horizontal rod 21 and the upright 23 are arranged crosswise, the second horizontal rod 22 is arranged in parallel above the first horizontal rod 21, one end of the second horizontal rod is fixedly connected with the upright 23, the support frame 24 is fixedly arranged at the other end of the second horizontal rod 22, and the precast concrete slat 1 is fixedly arranged on the second horizontal rod 22. The first horizontal rod 21, the second horizontal rod 22 and the vertical rod 23 are made of steel bars with the diameter of 8-10 mm and are welded with each other.

The supporting frame 24 comprises two cross-arranged diagonal rods, one end of each diagonal rod is intersected with the end of the second horizontal rod 22, and the bottom ends of the two diagonal rods are respectively provided with a fixing foot 25. Wherein, the two diagonal rods are made of 6-8 mm steel bars and are welded with the second horizontal rod 22; the fixing legs 25 are made of thin iron sheets.

As shown in fig. 3, during construction, a supporting structure is pre-built at the bottom of the formwork to be poured through a wooden plate 3, the concrete precast slab 1 is fixed on the second horizontal rod 22 through iron wires, the fixing feet 25 are nailed on the wooden plate 3 through nails, and then pouring is performed, so that a formwork structure with high and low span is formed. After the construction is finished, the suspended formwork is directly integrated with the building, the suspended formwork does not need to be detached, the construction efficiency is improved, the material waste is avoided, and the forming is attractive.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention. In addition, the technical solutions between the various embodiments can be combined with each other, but must be based on the realization of those skilled in the art; when the technical solutions are contradictory or cannot be combined, the combination of the technical solutions should be considered to be absent, and is not within the protection scope of the present invention.

Claims

1. The utility model provides a free of disassembly concrete prefabricated overhanging mould with novel stirrup structure which characterized in that: include that to enclose frame construction and a plurality of stirrup of making by a plurality of precast concrete laths, it is a plurality of the stirrup interval sets up on the precast concrete lath, the stirrup includes first horizon bar, second horizon bar, pole setting and support frame, the intermediate position cross arrangement of first horizon bar and pole setting, second horizon bar parallel arrangement is in first horizon bar top and one end and pole setting fixed connection, the fixed other end that sets up at the second horizon bar of support frame, precast concrete lath is fixed to be set up on the second horizon bar.

2. The demolition-free concrete precast suspension formwork with new stirrup structure according to claim 1, characterized in that: the support frame comprises two inclined rods which are arranged in a crossed mode, and one ends of the two inclined rods are intersected at the end portion of the second horizontal rod.

3. The demolition-free concrete precast suspension formwork with new stirrup structure according to claim 2, characterized in that: the bottom ends of the two inclined rods are respectively provided with a fixed foot.