CN219219815U

CN219219815U - Horizontal tie beam template reinforcing apparatus

Info

Publication number: CN219219815U
Application number: CN202223520280.8U
Authority: CN
Inventors: 赵亮; 朱江涛; 郝春霞; 赵伟; 贾力东; 李文静; 张洺嘉; 赵玉; 白冰; 郭亚楠; 王小云; 王尉丽; 巨红梅; 白佳明; 安永斌
Original assignee: Zhongding Yicheng Beijing Construction Engineering Co ltd; Hebei Construction Group Corp Ltd
Current assignee: Zhongding Yicheng Beijing Construction Engineering Co ltd; Hebei Construction Group Corp Ltd
Priority date: 2022-12-28
Filing date: 2022-12-28
Publication date: 2023-06-20
Anticipated expiration: 2032-12-28

Abstract

The utility model discloses a horizontal tie beam template reinforcing device, which comprises a cross support frame arranged above a wall body; a horizontal tie beam is poured above the wall body; an end plate is arranged at the upper end of the cross support frame; an adjustable supporting jacking is arranged between the end plates; the lower end of the cross support frame is provided with a pressurizing block; a template is fixed on the pressurizing block; the templates are arranged on two sides of the horizontal tie beam and the wall body. The horizontal tie beam template reinforcing device is safe, reliable, labor-saving, practical, simple to operate and capable of being recycled when the horizontal tie beam template is reinforced.

Description

Horizontal tie beam template reinforcing apparatus

Technical Field

The utility model relates to the technical field of building construction, in particular to a horizontal tie beam template reinforcing device.

Background

As cities develop faster and faster, many supporting construction facilities related to the cities are more and more, including residential projects, public projects and the like. Whether it is a residential or public project, it is a common construction process to provide horizontal tie beams in the infill walls. The horizontal tie beam forms are typically constructed using wooden forms.

The method for reinforcing the horizontal tie beam template which is relatively commonly used in the current construction process is to install a main keel and a secondary keel outside the wood templates at two sides of the horizontal tie beam, and then reinforce the horizontal tie beam template by vertically penetrating a wire drawing rod of the horizontal tie beam. However, this approach requires the provision of a through sleeve at the location where the wire rod passes through the horizontal tie beam. After the wire drawing rod is dismantled in the later stage, the hole formed by the wire drawing rod is plugged, the construction is inconvenient, and the working procedure is complicated. Meanwhile, as the horizontal tie beam is generally smaller in size, the timber adopted by the main keels and the secondary keels at the two sides of the horizontal tie beam are required to be cut into short timber, so that the method not only needs more materials, but also wastes resources by forming the long timber Fang Jie into short timber.

Disclosure of Invention

The utility model aims to provide a horizontal tie beam template reinforcing device, which has the advantages that the welding of a frame structure is firm, the installation of a bearing is firm, the overall stability is ensured, and the overall strength meets the requirements. The whole reinforcing apparatus belongs to an integral structure, and the turnover of the reinforcing apparatus is convenient.

In order to achieve the above purpose, the utility model provides a horizontal tie beam template reinforcing device, which comprises a cross support frame arranged above a wall body; a horizontal tie beam is poured above the wall body; an end plate is arranged at the upper end of the cross support frame; an adjustable supporting jacking is arranged between the end plates; the lower end of the cross support frame is provided with a pressurizing block; a template is fixed on the pressurizing block; the templates are arranged on two sides of the horizontal tie beam and the wall body.

Preferably, the cross supporting frame comprises a supporting rod, a first connecting rod and a second connecting rod which are arranged in a cross mode; the support rod is hinged at 1/3 distance from the bottom through a bearing; the top ends of the first connecting rods are respectively fixed at the bottom ends of the supporting rods; the bottom ends of the second connecting rods are respectively fixed at the top ends of the supporting rods; the connection direction of the first connecting rod is opposite to that of the second connecting rod.

Preferably, the end plates are respectively fixed at the top ends of the second connecting rods; the pressurizing blocks are respectively fixed at the bottom ends of the first connecting rods.

Preferably, the adjustable support jacking comprises a steel sleeve, a threading steel pipe and a nut; the steel sleeve is connected to the left end plate, and is internally provided with internal threads; the threading steel pipe is connected to the right end plate, and is provided with external threads; a nut is connected between the steel sleeve and the threading steel pipe; the nut is fixed on the steel sleeve, and an internal thread is arranged in the nut.

Preferably, the connection mode between the steel sleeve and the mantle fiber steel pipe is threaded connection.

Preferably, the form is in close contact with the wall and the horizontal tie beam.

Therefore, the horizontal tie beam template reinforcing device is safe, reliable, labor-saving, practical, simple to operate and capable of being recycled when the horizontal tie beam template is reinforced. The frame structure is firm in welding, the bearing is firm in installation, the position is accurate, the whole stability is guaranteed, and the whole strength meets the requirements. The whole reinforcing device belongs to an integrated structure, is simple to install and is convenient for turnover use of the reinforcing device. After the reinforcing device is used, the elevator can be constructed to be outside the clearing place.

The technical scheme of the utility model is further described in detail through the drawings and the embodiments.

Drawings

FIG. 1 is a schematic view of a horizontal tie beam form reinforcement apparatus of the present utility model installed;

FIG. 2 is a schematic view of a horizontal tie beam form reinforcement apparatus of the present utility model in a support jacking configuration.

Reference numerals

1. A support rod; 2. a bearing; 3. an end plate; 4. a steel sleeve; 5. threading the steel tube; 6. a nut; 7. a horizontal tie beam; 8. a template; 9. a wall body; 10. pressurizing the block; 11 a first connecting rod; 12. and a second connecting rod.

Detailed Description

The technical scheme of the utility model is further described below through the attached drawings and the embodiments.

Unless defined otherwise, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model belongs. The terms "first," "second," and the like, as used herein, do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that elements or items preceding the word are included in the element or item listed after the word and equivalents thereof, but does not exclude other elements or items. The terms "connected" or "connected," and the like, are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", etc. are used merely to indicate relative positional relationships, which may also be changed when the absolute position of the object to be described is changed.

As shown in fig. 1, the horizontal tie beam formwork reinforcing device comprises a cross support frame arranged above a wall 9. A horizontal tie beam 7 is poured above the wall 9, and the cross support frames are fixed on two sides of the wall 9 and the horizontal tie beam 7.

The cross bracing frame is made of rectangular steel pipes with the thickness of 50 multiplied by 20 multiplied by 0.7 mm. The cross supporting frame comprises a supporting rod 1 which is arranged in a cross mode, a first connecting rod 11 and a second connecting rod 12 which are symmetrically arranged. The support rods 1 are hinged at a distance of 1/3 from the bottom by means of bearings 2 having an inner diameter of 10mm and an outer diameter of 30mm and a thickness of 9mm, so that both support rods 1 can rotate around the bearings 2. The top of the first connecting rod 11 is fixed at the bottom of the supporting rod 1 respectively, the bottom of the second connecting rod 12 is fixed at the top of the supporting rod 1 respectively, and the connection directions of the first connecting rod 11 and the second connecting rod 12 are opposite.

The top end of the second connecting rod 12 is provided with an end plate 3, and the end plate 3 is made of a steel plate with the thickness of 80 multiplied by 5 mm. As shown in fig. 2, a steel sleeve 4 and a threading steel pipe 5 are welded between the end plates 3, and the connection mode between the end plates is threaded connection. The steel sleeve 4 is connected to the left end plate 3, and is internally provided with internal threads; the mantle fiber steel pipe 5 is connected to the right end plate 3, and is provided with external threads thereon. The middle of the steel sleeve 4 and the threading steel pipe 5 is connected with a nut 6, the nut 6 is fixed on the steel sleeve 4, and internal threads are arranged in the nut 6.

The bottom ends of the first connecting rods 11 are provided with two pressurizing blocks 10, and the two pressurizing blocks 10 are welded at the bottom ends of the left and right first connecting rods 11 respectively. The template 8 is fixed on the pressurizing block 10, the pressurizing block 10 is used for enabling the template 8 to be more attached to the wall 9 by extruding the template 8, and then the horizontal tie beam 7 is formed by pouring between the templates 8. The extrusion of form 8 against wall 9 allows for a tighter connection of form 8 to wall 9 and also prevents form 8 from splitting to both sides as a result of pouring to form horizontal tie beams 7. The shape of the horizontal tie beam 7 can be fixed, and the connection between the horizontal tie beam and the wall 9 is firmer.

All welding points among the support rod 1, the first connecting rod 11, the second connecting rod 12 and the end plate 3, the steel sleeve 4, the threading steel pipe 5 and the end plate 3 are fully welded, so that the overall stability and the overall strength of the whole frame structure are ensured.

In the construction process, the reinforcing work of the horizontal tie beam is completed through a plurality of horizontal tie beam reinforcing devices. The constructor clamps template 8 on reinforcing apparatus in the left and right sides of wall body 9 earlier, then strikes nut 6 through clockwise, and nut 6 takes steel sleeve 4 to overlap gradually and overlaps silk steel pipe 5, makes the support jacking shrink work, drives second connecting rod 12 shrink, and then drives first connecting rod 11 shrink to reach template 8 reinforced effect. Then pouring is carried out between the reinforced templates 8, and after the pouring cools, horizontal tie beams 7 are formed above the walls 9. After the horizontal tie beam 7 is completely solidified, a constructor knocks the nut 6 anticlockwise, the nut 6 is gradually separated from the mantle fiber steel pipe 5 with the steel sleeve 4, the supporting jacking is enabled to conduct extension work, the second connecting rod 12 is driven to extend, and the first connecting rod 11 is driven to extend, so that the effect of removing the template 8 is achieved.

Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting it, and although the present utility model has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that: the technical scheme of the utility model can be modified or replaced by the same, and the modified technical scheme cannot deviate from the spirit and scope of the technical scheme of the utility model.

Claims

1. The utility model provides a horizontal tie beam template reinforcing apparatus which characterized in that: comprises a cross support frame arranged above a wall body; a horizontal tie beam is poured above the wall body; an end plate is arranged at the upper end of the cross support frame; an adjustable supporting jacking is arranged between the end plates; the lower end of the cross support frame is provided with a pressurizing block; a template is fixed on the pressurizing block; the templates are arranged on two sides of the horizontal tie beam and the wall body.

2. The horizontal tie beam form reinforcement apparatus of claim 1 wherein: the cross supporting frame comprises supporting rods which are arranged in a cross mode, a first connecting rod and a second connecting rod which are symmetrically arranged; the support rod is hinged at 1/3 distance from the bottom through a bearing; the top ends of the first connecting rods are respectively fixed at the bottom ends of the supporting rods; the bottom ends of the second connecting rods are respectively fixed at the top ends of the supporting rods; the connection direction of the first connecting rod is opposite to that of the second connecting rod.

3. A horizontal tie beam formwork reinforcing apparatus as claimed in claim 2, wherein: the end plates are respectively fixed at the top ends of the second connecting rods; the pressurizing blocks are respectively fixed at the bottom ends of the first connecting rods.

4. The horizontal tie beam form reinforcement apparatus of claim 1 wherein: the adjustable supporting jacking comprises a steel sleeve, a threading steel pipe and a nut; the steel sleeve is connected to the left end plate, and is internally provided with internal threads; the threading steel pipe is connected to the right end plate, and is provided with external threads; a nut is connected between the steel sleeve and the threading steel pipe; the nut is fixed on the steel sleeve, and an internal thread is arranged in the nut.

5. The horizontal tie beam form reinforcement apparatus of claim 4 wherein: the steel sleeve is connected with the threading steel pipe in a threaded mode.

6. The horizontal tie beam form reinforcement apparatus of claim 1 wherein: the templates are in close contact with the wall body and the horizontal tie beams.