CN218541512U

CN218541512U - Adjustable beam formwork reinforcing device

Info

Publication number: CN218541512U
Application number: CN202222725281.XU
Authority: CN
Inventors: 侯犇; 李彪; 杨帆; 牛硕
Original assignee: China Construction Second Engineering Bureau Co Ltd
Current assignee: China Construction Second Engineering Bureau Co Ltd
Priority date: 2022-10-17
Filing date: 2022-10-17
Publication date: 2023-02-28
Anticipated expiration: 2032-10-17

Abstract

The utility model discloses an adjustable beam template reinforcing device, which comprises a clamping frame and split bolts; the clamping frames are arranged in a group at intervals along the longitudinal direction, and each clamping frame comprises a clamping unit and a sleeve; the two clamping units are respectively arranged on two sides of the beam to be cast; the clamping unit is in an inverted T shape and comprises a vertical rod and a transverse rod; the vertical rods are in compression joint with the outer sides of the beam side templates on the corresponding side; the cross rod is connected to the bottom of the beam bottom template in a supporting mode; the sleeve is arranged between the clamping units on the two sides, and the cross rods on the two sides are correspondingly and adjustably connected through the sleeve; the group of split bolts is arranged corresponding to the group of clamping frames; the split bolt is tied between the two vertical rods of the clamping frame; and an inclined strut is further arranged between the vertical rod and the transverse rod of the clamping unit and supported between the upper part of the vertical rod and the transverse rod so as to solve the reinforcing problem of the beam template.

Description

Adjustable beam formwork reinforcing device

Technical Field

The utility model belongs to the technical field of the construction, concretely relates to adjustable beam template reinforcing apparatus.

Background

With the development of society progress, many old and old process standards and methods in the building industry are changed, and new methods are used for solving old problems, so that the building industry is always driven to find and discover. Energy-saving and environment-friendly, and the new technology, new material and new technology are promoted to replace old things. Like the template reinforcement system of building engineering major structure engineering adopts traditional wood former construction process, and the reinforcement of structure roof beam side form board adopts step tightly, and construction process is simple and crude, and the construction is loaded down with trivial details, and it is poor to consolidate the quality, reduces the template life cycle, and the template is demolishd the back concrete shaping quality poor, and the later stage concrete is polished and is repaired the maintenance degree of difficulty big, and the treatment cost is high. If all adopt wood veneer template + flitch + steel pipe + to drawing screw rod reinforcing system, the construction process is loaded down with trivial details complicated, and work efficiency is low, has wasted man-hour promptly, has caused construction cost's increase again. Therefore, the key to solve the technical problems is to research an economical, applicable, simple, safe and reliable beam side mold reinforcing device.

SUMMERY OF THE UTILITY MODEL

The utility model provides an adjustable roof beam template reinforcing apparatus, the process simple and crude, the shaping quality is poor, work efficiency is low and material turnover utilization ratio low grade a great deal of problem in the reinforcement support in order to solve the roof beam template of purpose.

In order to achieve the purpose, the utility model provides an adjustable beam template reinforcing device, wherein a beam template comprises a beam side template and a beam bottom template; the reinforcing device comprises a clamping frame and a split bolt; the clamping frames are arranged in a group at intervals along the longitudinal direction, and each clamping frame comprises a clamping unit and a sleeve; the two clamping units are respectively arranged on two sides of the beam to be cast; the clamping unit is in an inverted T shape and comprises a vertical rod and a transverse rod; the vertical rod is in compression joint with the outer side of the beam side template on the corresponding side; the cross rod is connected to the bottom of the beam bottom template in a supporting mode; the sleeve is arranged between the clamping units on the two sides, and the cross rods on the two sides are correspondingly and adjustably connected through the sleeve; the group of split bolts is arranged corresponding to the group of clamping frames; the split bolt is tied between the two vertical rods of the clamping frame; an inclined strut is further arranged between the vertical rod and the cross rod of the clamping unit and supported between the upper portion of the vertical rod and the cross rod.

Furthermore, each clamping unit is provided with two vertical rods, and the two vertical rods are arranged on the cross rod at intervals along the longitudinal direction.

Furthermore, the lower end of the inclined strut is hinged to the cross rod, and the upper end of the inclined strut is detachably connected with the vertical rod.

Furthermore, the inclined strut is a telescopic rod.

Furthermore, the sleeve is provided with threaded holes at intervals, the transverse rods on the clamping units transversely corresponding to the sleeve correspondingly penetrate through the sleeve, and the transverse rods and the sleeve are fixed through bolts penetrating through the threaded holes.

Compared with the prior art, the beneficial effects of the utility model reside in that: the utility model has simple structure, flexible assembly and disassembly and modular design, and can meet the reinforcement of the beam section size by adjusting the length of the cross rod extending into the sleeve; be convenient for have enough to meet the need, be provided with two montants simultaneously on every centre gripping unit, and wear to establish between two montants that transversely correspond the split bolt, prevent the quality general illness that roof beam rises mould etc. and arouse, guarantee component shaping quality, reduce the material loss, reduce the construction degree of difficulty for the construction progress.

Drawings

Fig. 1 is a schematic plan view of the present invention.

Fig. 2 is a schematic side view of the present invention.

Description of the drawings: 1. a beam-side template; 2. a beam bottom template; 3. a clamping frame; 4. a clamping unit; 4.1, vertical rods; 4.2, a cross bar; 5. bracing; 6. oppositely pulling the bolts; 7. a sleeve; 8. a threaded bore.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are only some embodiments, not all embodiments, of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the figures, which are based on the orientations and positional relationships shown in the figures, and are used for convenience in describing the patent and for simplicity in description, but do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and therefore should not be construed as limiting the patent.

With the attached drawings, the utility model relates to an adjustable beam template reinforcing device, which comprises a beam side template 1 and a beam bottom template 2; comprises a clamping frame 3 and a split bolt 6; the clamping frames 3 are arranged in a group at intervals along the longitudinal direction, and each clamping frame 3 comprises a clamping unit 4 and a sleeve 7; the two clamping units 4 are respectively arranged on two sides of the beam to be cast; the clamping unit 4 is in an inverted T shape and comprises a vertical rod 4.1 and a cross rod 4.2; the vertical rod 4.1 is pressed on the outer side of the beam side template 1 on the corresponding side; the cross rod 4.2 is supported and connected at the bottom of the beam bottom template 2; the sleeve 7 is arranged between the clamping units 4 on the two sides, and the cross rods 4.2 on the two sides are correspondingly and adjustably connected through the sleeve 7; the split bolts 6 are arranged in a group, and the split bolts 6 are arranged corresponding to the clamping frames 3; the split bolt 6 is tied between the two vertical rods 4.1 of the clamping frame 3; an inclined strut 5 is further arranged between the vertical rod 4.1 and the cross rod 4.2 of the clamping unit 4, and the inclined strut 5 is supported between the upper portion of the vertical rod 4.1 and the cross rod 4.2.

Each clamping unit 4 is provided with two vertical rods 4.1, and the two vertical rods 4.1 are longitudinally arranged on the cross rod 4.2 at intervals; the split bolts 6 penetrate between the two vertical rods 4.1 and fix the beam side templates 1 positioned on two sides of the beam to be poured in a pulling mode.

The lower extreme and the horizontal pole 4.2 of bracing 5 are articulated, can dismantle between the upper end of bracing 5 and the montant 4.1 and be connected, are convenient for fold after the device is demolishd, convenient storage.

The bracing 5 is the telescopic link, through the length of adjusting bracing 5, adjusts the position of bracing 5 upper end on montant 4.1, avoids conflicting with the position of split bolt 6.

The inside of the sleeve 7 can simultaneously accommodate the two cross rods 4.2 to pass through; the cross rods 4.2 positioned at the two sides of the sleeve 7 correspondingly penetrate through the sleeve 7 and are arranged in the sleeve 7 in a parallel and staggered manner; threaded holes 8 are formed in the sleeves 7 at intervals, the transverse rods 4.2 on the transversely corresponding clamping units 4 correspondingly penetrate through the sleeves 7, and the transverse rods 4.2 and the sleeves 7 are fixed through bolts penetrating through the threaded holes 8.

The sleeve 7 and the cross rod 4.2 can be detachably connected through threads; a handle is arranged at the middle position of the sleeve 7, and threads are arranged inside the sleeve 7; and connecting the corresponding cross rod with the sleeve by screw threads.

In the utility model, the vertical rod 4.1 is arranged outside the beam side template 1, and the sleeve 7 is supported below the beam bottom template 2; the beam side template 1 and the vertical rods 4 are fixed by pulling split bolts between the vertical rods 4 on the beam side template 1; in the utility model, a batten is arranged between the beam side template 1 and the vertical rod 4.2; the cross rods 4.2 in the two clamping units 4 are arranged in the sleeves 7 in a penetrating mode, and the beam bottom templates 2 with different beam section sizes can be supported by adjusting the length of the cross rods extending into the sleeves; just in the utility model discloses in, be provided with the flitch between sleeve pipe 7 at roof beam die block board 2.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.

Claims

1. An adjustable beam template reinforcing device comprises a beam side template (1) and a beam bottom template (2); the method is characterized in that: comprises a clamping frame (3) and a split bolt (6); the clamping frames (3) are provided with a group and are arranged at intervals along the longitudinal direction, and each clamping frame (3) comprises a clamping unit (4) and a sleeve (7); the two clamping units (4) are respectively arranged on two sides of the beam to be cast; the clamping unit (4) is in an inverted T shape and comprises a vertical rod (4.1) and a cross rod (4.2); the vertical rods (4.1) are in compression joint with the outer sides of the beam side templates (1) on the corresponding side; the cross rod (4.2) is supported and connected at the bottom of the beam bottom template (2); the sleeve (7) is arranged between the clamping units (4) on the two sides, and the cross rods (4.2) on the two sides are correspondingly and adjustably connected through the sleeve (7); the split bolts (6) are provided with one group, and the split bolts (6) are arranged corresponding to the clamping frames (3); the split bolt (6) is connected between the two vertical rods (4.1) of the clamping frame (3) in a pulling manner; an inclined strut (5) is further arranged between the vertical rod (4.1) and the cross rod (4.2) of the clamping unit (4), and the inclined strut (5) is supported between the upper portion of the vertical rod (4.1) and the cross rod (4.2).

2. The adjustable beam form reinforcement of claim 1, wherein: two vertical rods (4.1) are arranged on each clamping unit (4), and the two vertical rods (4.1) are longitudinally arranged on the cross rod (4.2) at intervals.

3. The adjustable beam form reinforcement of claim 1, wherein: the lower end of the inclined strut (5) is hinged to the cross rod (4.2), and the upper end of the inclined strut (5) is detachably connected with the vertical rod (4.1).

4. The adjustable beam form reinforcement of claim 1, wherein: the inclined strut (5) is a telescopic rod.

5. The adjustable beam form reinforcement of claim 1, wherein: threaded holes (8) are formed in the sleeves (7) at intervals, transverse rods (4.2) on the clamping units (4) which transversely correspond correspondingly penetrate through the sleeves (7), and the transverse rods (4.2) and the sleeves (7) are fixed through bolts penetrating through the threaded holes (8).