CN220666935U

CN220666935U - Telescopic beam building template system

Info

Publication number: CN220666935U
Application number: CN202321745882.5U
Authority: CN
Inventors: 潘立
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-07-05
Filing date: 2023-07-05
Publication date: 2024-03-26
Anticipated expiration: 2033-07-05

Abstract

The utility model discloses a telescopic girder building template system, which comprises a main girder I, wherein a telescopic girder is slidably arranged in the main girder I; the telescopic Liang Yuanli is characterized in that one end of the main beam I and one end of the main beam I far away from the telescopic beam are respectively provided with a telescopic hook, and two sides of the telescopic beam and the two sides of the main beam I are respectively provided with a plurality of square holes which are equidistantly arranged; when the telescopic wall body is used, the panel, the telescopic beam and the main beam I are prepared according to the actual wall body pouring height, the telescopic hook assemblies are arranged at the ends of the telescopic beam and the main beam I, the hook heads of the telescopic hooks in the telescopic hook assemblies are hung on the upper plate edge and the lower plate edge of the building formwork, the telescopic beam and the main beam I are tightly attached to the surface of the panel by the tensile force action of the upper telescopic hook and the lower telescopic hook, and a building formwork system is formed.

Description

Telescopic beam building template system

Technical Field

The utility model relates to the technical field of building templates, in particular to a telescopic beam building template system.

Background

The building engineering formwork support system refers to a support structure system used in the building construction process and is used for supporting and fixing a formwork and a scaffold in the concrete pouring process. The concrete structure has important supporting and protecting functions in building construction and ensures the stability and quality of the concrete structure.

However, the existing building template system has a certain problem in practical use, and in the reinforced concrete cast-in-situ engineering operation, a large amount of labor hour is consumed on the support template to nail the template when workers support the template, so that the building efficiency is low.

Disclosure of Invention

The utility model aims to provide a telescopic beam building template system which aims to solve the problems in the background technology.

In order to achieve the above purpose, the present utility model provides the following technical solutions: a telescopic girder building template system comprises a girder I, wherein a telescopic girder is slidably arranged in the girder I, and the rear surfaces of the girder I and the telescopic girder are respectively provided with a panel; the telescopic girder and the two sides of the girder I are respectively provided with a plurality of square holes which are arranged at equal intervals, square pins penetrate through the square holes of the telescopic girder and the girder I, and telescopic Liang Yuanli is characterized in that one end of the girder I and one end of the girder I, far away from the telescopic girder, are respectively provided with a telescopic hook component; the telescopic hook assembly comprises a telescopic hook, two ends of the square pin are fixedly connected with tension springs, the other ends of the tension springs are fixedly connected to the telescopic hook, the hook heads of the telescopic hook are clamped at the top or bottom of the panel, and the rear surfaces of the telescopic beam and the main beam I are attached to the front surface of the panel.

Preferably, the front surface of girder I with the telescopic beam all is equipped with a plurality of equidistance and arranges waist type hole, through bolt fixedly connected with girder II on the waist type hole, girder II is the horizontal direction setting.

Preferably, the telescopic beam and the rear surface of the main beam I are fixedly connected with rubber pads, and the rubber pads are in a zigzag shape.

Preferably, the panel is provided with a plurality of through holes which are equidistantly arranged, and the through holes are penetrated by pull rods.

Preferably, the bottom integrated into one piece of flexible hook is equipped with the picture peg, the diameter of picture peg is less than the opening internal diameter of flexible roof beam.

Preferably, the square holes of the telescopic beam and the main beam I are penetrated by pin shafts.

Preferably, a plurality of jacks are arranged on the square pin and the pin shaft.

Compared with the prior art, the utility model has the beneficial effects that:

1. when the telescopic wall body is used, the panel, the telescopic beam and the main beam I are prepared according to the actual wall body pouring height, the telescopic hook assemblies are arranged at the ends of the telescopic beam and the main beam I, the hook heads of the telescopic hooks in the telescopic hook assemblies are hung on the upper plate edge and the lower plate edge of the building formwork, the telescopic beam and the main beam I are tightly attached to the surface of the panel by the tensile force action of the upper telescopic hook and the lower telescopic hook, and a building formwork system is formed.

2. The building template system can be installed in the horizontal direction to finish the formwork supporting of the building template in the horizontal direction, nails are not needed, and the utility model can realize the nailing-free operation and the universal operation of the horizontal template and the vertical template.

3. In the utility model, redundant girders I can be used as girders II, and the girders II are horizontally arranged on the girders I which are vertically supported by bolts, so that the rear surface of the girders I uses the girders II as reinforced back edges, and the stability of a building template system is enhanced.

Drawings

FIG. 1 is a schematic structural view of a telescopic girder building formwork system according to an embodiment of the present utility model;

FIG. 2 is a schematic diagram of a front view of a telescopic girder building template system according to an embodiment of the present utility model;

FIG. 3 is a schematic view of an installation structure of a telescopic girder building formwork system on a concrete wall according to an embodiment of the present utility model;

fig. 4 is a schematic structural view of a square pin and a tension spring in the telescopic girder building template system according to the embodiment of the present utility model;

fig. 5 is a schematic structural view of a rubber pad in a telescopic girder building template system according to an embodiment of the present utility model;

fig. 6 is a schematic structural view of a telescopic hook in a telescopic beam building formwork system according to an embodiment of the present utility model;

FIG. 7 is a schematic view of the structure of a square pin in a telescopic girder building template system according to an embodiment of the present utility model;

fig. 8 is a schematic structural diagram of a main beam ii in the telescopic beam building template system according to the embodiment of the present utility model.

In the figure: 1. a panel; 2. a telescopic beam; 3. a main beam I; 4. square holes; 5. a telescopic hook; 6. a tension spring; 7. a waist-shaped hole; 8. a pin shaft; 9. square pins; 10. a through hole; 11. a pull rod; 12. a jack; 13. a rubber pad; 14. inserting plate; 15. and a main beam II.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-6, an embodiment of the present utility model provides a telescopic beam building template system, comprising: comprises a main beam I3, a telescopic beam 2 and a telescopic hook component.

As shown in fig. 1-5, a telescopic beam 2 is slidably arranged in the main beam I3, and the rear surfaces of the main beam I3 and the telescopic beam 2 are respectively provided with a panel 1; both sides of the telescopic beam 2 and the main beam I3 are provided with a plurality of square holes 4 which are equidistantly arranged, and square pins 9 are penetrated in the square holes 4 of the telescopic beam 2 and the main beam I3.

When the telescopic girder I3 is used, the panel 1 is prepared according to the actual wall pouring height, the panel 1 is a building template, and the telescopic girder 2 in the girder I3 is slidingly adjusted according to the actual wall pouring height to reach the adaptive height.

Further, the square holes 4 of the telescopic beams 2 and the main beams I3 are internally penetrated by pin shafts 8, and the square pins 9 and the pin shafts 8 are respectively provided with a plurality of insertion holes 12, and after the telescopic beams 2 in the main beams I3 are slidably adjusted, the pin shafts 8 penetrate through the square holes 4 above the main beams I3 and the telescopic beams 2, so that the positions of the main beams I3 and the telescopic beams 2 are fixed.

1-7, telescopic hook component is all installed to the one end that girder I3 was kept away from to telescopic beam 2 and the one end that girder I3 kept away from telescopic beam 2, and telescopic hook component includes telescopic hook 5, and the equal fixedly connected with extension spring 6 in both ends of square round pin 9, the other end fixedly connected with of extension spring 6 is on telescopic hook 5, and telescopic hook 5's gib head joint is in the top or the bottom of panel 1, and telescopic beam 2 and girder I3's rear surface all laminates in panel 1's front surface.

When the telescopic hook component is used, the telescopic beam 2 connected with the telescopic hook 5 is vertically erected, the hook head of the telescopic hook 5 is hung on the upper plate edge of a building template, the square pin 9 is arranged above the pin in the square hole 4, the tension spring 6 on the telescopic hook 5 is fixed in the square pin 9, the telescopic beam 2 is integrally pulled downwards until the main beam I3 contacts the cement floor, at the moment, the telescopic hook 5 on the upper part is acted by tension, meanwhile, the telescopic hook 5 arranged on the lower part of the main beam I3 is utilized to hook the lower plate edge of the building template, the square pin 9 is arranged above the pin in the square hole 4, the tension spring 6 on the telescopic hook 5 is fixed in the square pin 9, the main beam I3 is integrally pulled upwards to drive the telescopic hook 5 on the lower part of the main beam I3 to be tensioned, so that the tension of the upper hook and the lower hook is balanced, and the telescopic beam 2 and the main beam I3 are tightly attached to the surface of the panel 1 by utilizing the tension effect of the upper telescopic hook 5, so that a side pressure to the building template is formed when concrete is poured is offset.

Further, the bottom integrated into one piece of flexible hook 5 is equipped with picture peg 14, and the diameter of picture peg 14 is less than the opening internal diameter of flexible roof beam 2, and flexible hook 5 can utilize picture peg 14 to insert in the opening of flexible roof beam 2 or girder I3.

Wherein, as shown in fig. 1 and 8, the front surfaces of girder i 3 and telescopic beam 2 all are equipped with a plurality of equidistance and arrange waist type hole 7, through bolt fixedly connected with girder ii 15 on the waist type hole 7, girder ii 15 is the horizontal direction setting.

The girder II 15 is a component with the same structure as the girder I3, redundant girders I3 are utilized as the girder II 15, and the girder II 15 is horizontally installed on the girder I3 which is vertically supported by bolts, so that the back surface of the girder I3 utilizes the girder II 15 as a reinforced back ridge, and the stability of a building template system is enhanced.

As shown in fig. 5, the rubber pads 13 are fixedly connected to the rear surfaces of the telescopic beams 2 and the main beams i 3, the rubber pads 13 are in a zigzag shape, the zigzag rubber pads 13 can increase the friction force of the rear surfaces of the telescopic beams 2 and the main beams i 3, and the telescopic beams 2 and the main beams i 3 are prevented from sliding when being attached to the panel 1.

Specifically, be equipped with a plurality of equidistance through-hole 10 of arranging on the panel 1, run through on the through-hole 10 and have pull rod 11, the pull rod 11 can be with preliminary connection and the fixed between a plurality of panels 1.

Referring to fig. 1-8, the installation of the telescopic girder building template system of the present embodiment includes the following steps: s1, preparing a plurality of panels 1 as mounting platforms, wherein the panels 1 are glued panels;

s2, preparing a telescopic beam 2, a main beam I3, a telescopic hook 5, a square pin 9 and a pin shaft 8;

s3, connecting the telescopic beam 2 and the main beam I3 together by a pin shaft 8 according to the actual wall casting height;

s4, installing a telescopic hook 5 at the upper part of the telescopic beam 2, fixing a tension spring 6 on the telescopic hook 5 in a square pin 9, and installing the telescopic hook 5 in a natural state before the telescopic hook 5 is not pulled;

s5, vertically erecting the connected telescopic beams 2, and hanging the hook heads of the telescopic hooks 5 on the upper plate edge of the building template;

s6, the telescopic beam 2 is integrally pulled downwards until the main beam I3 contacts the cement floor, and at the moment, the telescopic hook 5 at the upper part has tension force;

s7, installing a telescopic hook 5 at the lower part of the main beam I3, hooking the lower plate edge of the building template by the hook head of the telescopic hook 5, and fixing a tension spring 6 on the telescopic hook 5 in a square pin 9;

s8, stretching the whole main beam I3 upwards to drive the telescopic hook 5 at the lower part of the main beam I3 to bear tension, so that the tension of the upper hook and the lower hook is kept balanced;

s9, the telescopic beam 2 and the main beam I3 are tightly attached to the surface of the panel 1 by utilizing the tensile force of the upper telescopic hook 5 and the lower telescopic hook 5.

Specifically, in S9, a plurality of main beams ii 15 are horizontally disposed on the waist-shaped holes 7 of the main beam i 3 and the telescopic beam 2, and the main beams ii 15 are fixed by bolts.

In the step S4, when the telescopic hook 5 is mounted on the upper portion of the telescopic beam 2, the hook head of the telescopic hook 5 is kept lower than the top end of the telescopic beam 2 by 100mm

According to the technical scheme, the working steps of the scheme are summarized and carded: when the utility model is used, the panel 1 is prepared according to the actual wall pouring height, the panel 1 is a building template, the telescopic beam 2 in the main beam I3 is slidingly adjusted according to the actual wall pouring height to reach the adaptive height, and after adjustment, the pin shaft 8 penetrates through the square holes 4 on the main beam I3 and the telescopic beam 2, so that the positions of the main beam I3 and the telescopic beam 2 are fixed.

The telescopic hook 5 at the upper part of the telescopic beam 2 is installed in a natural state before the telescopic hook 5 is not pulled, the hook head of the telescopic hook 5 is kept lower than the top end of the telescopic beam 2 by 100mm, the connected telescopic beam 2 is vertically erected, the hook head of the telescopic hook 5 is hung on the upper plate edge of a building template, the square pin 9 is pinned above the square hole 4, the tension spring 6 on the telescopic hook 5 is fixed in the square pin 9, the telescopic beam 2 is integrally pulled downwards until the main beam I3 contacts the cement floor, and at the moment, the telescopic hook 5 at the upper part is pulled by the pulling force.

After the telescopic hook 5 on the upper part of the telescopic girder I3 is installed, the telescopic hook 5 is installed on the lower part of the girder I3, the hook head of the telescopic hook 5 hooks the lower plate edge of the building template, the square pin 9 is arranged above the square pin 4, the tension spring 6 on the telescopic hook 5 is fixed in the square pin 9, the whole girder I3 is stretched upwards, the telescopic hook 5 on the lower part of the girder I3 is driven to be stressed, so that the tension of the upper hook and the lower hook is balanced, the tension of the upper telescopic hook 5 and the lower telescopic hook 5 is utilized, the telescopic girder 2 and the girder I3 are tightly attached to the surface of the panel 1, a building template system is formed, the installation of the building template system is convenient, the suitability is strong, and the woodworking investment can be effectively reduced through the nailing operation, and the economic benefit of the template engineering is improved.

Meanwhile, the building template system can be installed in the horizontal direction to finish the formwork supporting of the building template in the horizontal direction, nails are not needed, so that the utility model can realize the nailing-free operation and the universal operation of the horizontal template and the vertical template, in addition, in the utility model, the redundant girder I3 can be used as a girder II 15, the girder II 15 is horizontally installed on the girder I3 which is vertically supported by bolts, and the back surface of the girder I3 is used as a reinforced back edge by using the girder II 15, so that the stability of the building template system is enhanced.

None of the utility models are related to the same or are capable of being practiced in the prior art. Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a flexible roof beam building templates system, includes girder I (3) the inside slidable mounting of girder I (3) has flexible roof beam (2), girder I (3) with the rear surface of flexible roof beam (2) all is equipped with panel (1), its characterized in that:

the telescopic girder comprises a main girder I (3) and a telescopic girder (2), wherein a plurality of square holes (4) are formed in two sides of the main girder I (3) at equal intervals, square pins (9) are penetrated in the square holes (4) of the main girder I (3) and the telescopic girder (2), and a telescopic hook component is arranged at one end, far away from the main girder I (3), of the telescopic girder (2) and at one end, far away from the telescopic girder I (3);

the telescopic hook component comprises a telescopic hook (5), two ends of a square pin (9) are fixedly connected with tension springs (6), the other ends of the tension springs (6) are fixedly connected to the telescopic hook (5), the hook heads of the telescopic hook (5) are clamped at the top or bottom of the panel (1), the rear surface of the telescopic beam (2) and the rear surface of the main beam I (3) are attached to the front surface of the panel (1), the front surface of the main beam I (3) and the front surface of the telescopic beam (2) are provided with a plurality of equidistant waist-shaped holes (7), and the waist-shaped holes (7) are fixedly connected with main beams II (15) through bolts, and the main beams II (15) are arranged in the horizontal direction.

2. A telescopic girder building formwork system as claimed in claim 1, wherein: the telescopic beam (2) and the rear surface of the main beam I (3) are fixedly connected with rubber pads (13), and the rubber pads (13) are in a zigzag shape.

3. A telescopic girder building formwork system as claimed in claim 1, wherein: the panel (1) is provided with a plurality of through holes (10) which are equidistantly arranged, and pull rods (11) penetrate through the through holes (10).

4. A telescopic girder building formwork system as claimed in claim 1, wherein: the bottom integrated into one piece of flexible hook (5) is equipped with picture peg (14), the diameter of picture peg (14) is less than the opening internal diameter of flexible roof beam (2).

5. A telescopic girder building formwork system as claimed in claim 1, wherein: pin shafts (8) penetrate through square holes (4) of the telescopic beams (2) and the main beams I (3).

6. A telescopic girder building formwork system as claimed in claim 5, wherein: and a plurality of jacks (12) are respectively arranged on the square pin (9) and the pin shaft (8).