CN213449476U

CN213449476U - Novel building template

Info

Publication number: CN213449476U
Application number: CN202021941378.9U
Authority: CN
Inventors: 沈兆翔
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-08
Filing date: 2020-09-08
Publication date: 2021-06-15
Anticipated expiration: 2030-09-08

Abstract

The utility model provides a novel building template, this template include several vertical stands and set up the horizontal bracing piece between two stands, the stand is equipped with the dish that is used for fixed two usefulness with the crossing department of horizontal bracing piece and buckles, the top of stand is equipped with supports the head, and the top that should support the head is equipped with early tears the head open, early tears first top and is equipped with about two transversal arrangement's main joist, is equipped with several vertical auxiliary column fossil fragments of arranging in the upper end of main joist, is equipped with the floor template that the support plank was early torn open in the area in the top of auxiliary joist. The high-strength beam die has the characteristics of low requirement on heightening process, convenience in processing, no bolt connection, no condition of incapability of being disassembled due to rusting, convenience in assembling and disassembling in a bayonet lock mode, simple structure, high installation efficiency, shortened construction period, vertical adjustment function, flexibility in use, capability of being applied to beams with different heights, capability of stably assembling and leaning the beam die by utilizing the friction force of the buckles and the horizontal direction of the wood I-shaped beam and the like.

Description

Novel building template

Technical Field

The utility model relates to a building technical field especially involves a novel building templates.

Background

The early-dismantling formwork is a formwork supporting device and a method adopted for realizing early dismantling of a floor slab formwork, and the working principle is that 'the slab is dismantled without dismantling a column', the originally designed floor slab is in a stress state of a short span (the short span is less than 2m) during formwork dismantling, namely, the span of the floor slab formwork is kept not to exceed the span requirement specified by relevant specifications, so that the floor slab formwork and part of supports can be dismantled as long as the concrete strength reaches 50% of the designed strength, and the columns, the columns and the adjustable supports still keep the support state. When the strength of the concrete reaches the design requirement, all the vertical supports are removed. The early dismounting device is used for dismounting the supporting keel and the template firstly so as to accelerate the turnover use of the template and the supporting keel, reduce the one-time investment and achieve the purpose of reducing the construction cost.

Disclosure of Invention

The utility model provides a novel building templates realizes the operation of form removal not tearing open the post through early tear head structure open, can realize installing and removing fast.

The technical scheme of the utility model as follows: the utility model provides a novel building template, this template include several vertical stands and set up the horizontal bracing piece between two stands, the stand is equipped with the dish that is used for fixed two usefulness with the crossing department of horizontal bracing piece and buckles, the top of stand is equipped with supports the head, and the top that should support the head is equipped with early tears the head open, early tears first top and is equipped with about two transversal arrangement's main joist, is equipped with several vertical auxiliary column fossil fragments of arranging in the upper end of main joist, is equipped with the floor template that the support plank was early torn open in the area in the top of auxiliary joist.

Preferably, the method comprises the following steps: the early-dismantling head is composed of an early-dismantling circular tube, an early-dismantling tray and an early-dismantling hook head, the early-dismantling circular tube is arranged in the middle of the early-dismantling tray, a buckle groove is formed in the bottom of the early-dismantling tray, the early-dismantling hook head is embedded in the buckle groove and is in a concave strip shape, oblique-cutting transition edges are arranged at the bottoms of two sides, the early-dismantling head round head penetrates through the early-dismantling tray and is connected with the supporting head at the bottom of the early-dismantling hook head, and U-shaped grooves for placing main keels are formed in the two opposite sides of the top of the early-dismantling circular tube.

The utility model discloses have following several point advantages: 1. the early-dismantling formwork system has simple structure, convenient and flexible operation and easy mastering of the construction process; 2. the labor and cost for building the scaffold are saved; compared with the conventional formwork supporting process, the efficiency is higher, and the construction period is shortened; 4. in the construction process of the early-dismantling formwork system, the intermediate stacking link of the turnover materials is avoided, and the recycling is accelerated; 5. compared with the traditional formwork supporting mode, the early-dismantling formwork system has the advantages of fast material turnover, less investment, reduction of the cost for material transportation in and out of a field, damage and loss, and remarkable economic benefit.

Drawings

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

FIG. 2 is a schematic view of the installation of the present invention;

fig. 3 is a schematic view of the structure of the early dismantling head of the present invention.

Detailed Description

The present invention will be described in detail with reference to the accompanying drawings: as shown in fig. 1-3, a novel building template comprises a plurality of vertical columns 1 and a transverse support rod 2 arranged between the two columns, and is characterized in that a plate buckle 3 for fixing the two columns is arranged at the intersection of the columns 1 and the transverse support rod 2, a support head 4 is arranged at the top of the column 1, an early-dismantling head 5 is arranged at the top of the support head 4, a left main keel 6 and a right main keel 6 which are transversely arranged are arranged above the early-dismantling head 5, a plurality of auxiliary column keels 7 which are vertically arranged are arranged at the upper ends of the main keels 6, a floor template 9 with an early-dismantling support wood plate 8 is arranged above the auxiliary keels 7, the early-dismantling head 5 is composed of an early-dismantling head circular tube 10, an early-dismantling head tray 11 and an early-dismantling head hook head 12, the early-dismantling circular tube 10 is arranged in the middle of the early-dismantling head tray 11, a buckle groove 13 is arranged at the bottom of the early-dismantling tray 11, and the early-dismantling head hook, the early-dismantling hook head 12 is in a concave strip shape, the bottoms of two sides of the early-dismantling hook head are provided with obliquely-cut transition edges 14, the early-dismantling circular pipe 10 penetrates through the early-dismantling tray 11 and the early-dismantling hook head 12 to be connected with a supporting head at the bottom, and U-shaped grooves 15 for placing the main keels 6 are formed in two opposite sides of the top of the early-dismantling circular pipe 10.

The specific implementation method comprises the following steps:

1) selecting a proper main column according to the floor elevation and the matched mould design, and installing a multifunctional early-dismantling column cap;

2) setting a first support column according to a measured control line according to a template design plane layout;

3) erecting a second pillar, and overlapping two pillars by using a main keel according to the design of a matched mould;

4) sequentially erecting a third upright column, a fourth upright column and a cross bar to form a square closed lattice;

5) gradually expanding according to the installation sequence of the front four upright posts and the cross rods;

6) the height of the early-dismantled column heads is adjusted, so that the upper end faces of all the column heads are kept on the same horizontal plane;

7) installing a template;

8) the levelness of the template is adjusted by the level ruler;

9) the connecting pieces are locked one by one.

(2) A mould stripping process:

10) loosening the early-dismantling head nut structure, and lowering the early-dismantling head;

11) sequentially taking down the main keel and the auxiliary keel;

12) and unloading the lower mold plate block by block. Lightly knocking to separate the templates from the floor during unloading, and unloading one by one;

13) dismantling the horizontal support;

14) arranging and stacking the detached template, the main keel, the auxiliary keel and the supporting rod for later use;

15) and after the concrete degree of the floor reaches the design requirement, removing all the supporting stand columns.

The utility model has the advantages of it is following:

1. the early-dismantling formwork system has simple structure, convenient and flexible operation and easy mastering of the construction process; 2. the labor and cost for building the scaffold are saved; compared with the conventional formwork supporting process, the efficiency is higher, and the construction period is shortened; 4. in the construction process of the early-dismantling formwork system, the intermediate stacking link of the turnover materials is avoided, and the recycling is accelerated; 5. compared with the traditional formwork supporting mode, the early-dismantling formwork system has the advantages of fast material turnover, less investment, reduction of the cost for material transportation in and out of a field, damage and loss, and remarkable economic benefit.

Claims

1. The utility model provides a novel building template, this template include several vertical stands and set up the horizontal bracing piece between two stands, its characterized in that stand and the crossing department of horizontal bracing piece are equipped with the dish that is used for fixed dual purpose and detain, the top of stand is equipped with supports the head, and the top that should support the head is equipped with early the head of tearing open, early tear open first top and be equipped with about two transversal arrangement's main joist, be equipped with several vertical auxiliary column fossil fragments of arranging in the upper end of main joist, be equipped with the floor template of taking early the support plank of tearing open in the top of auxiliary joist.

2. The building formwork as claimed in claim 1, wherein the early dismantling head comprises an early dismantling circular pipe, an early dismantling tray and an early dismantling hook head, the early dismantling circular pipe is arranged in the middle of the early dismantling tray, a buckling groove is formed in the bottom of the early dismantling tray, the early dismantling hook head is embedded in the buckling groove, the early dismantling hook head is in a concave strip shape, oblique-cut transition edges are formed in the bottoms of two sides, the early dismantling circular head passes through the early dismantling tray and the early dismantling hook head to be connected with a supporting head at the bottom, and U-shaped grooves for placing main keels are formed in two opposite sides of the top of the early dismantling circular pipe.