CN213573152U

CN213573152U - Old building wall body bottom reinforcing apparatus

Info

Publication number: CN213573152U
Application number: CN202022206676.XU
Authority: CN
Inventors: 陈聪明; 陈强
Original assignee: Xiamen Minyuan Group Co ltd
Current assignee: Xiamen Minyuan Group Co ltd
Priority date: 2020-09-30
Filing date: 2020-09-30
Publication date: 2021-06-29
Anticipated expiration: 2030-09-30

Abstract

The utility model discloses an old building wall bottom reinforcing device, which comprises a reinforcing component and a pouring template, wherein the reinforcing component is arranged on the side wall of the old building wall, the pouring template is arranged on two sides of the old building wall and is provided with a certain distance, and the pouring template is provided with a trapezoidal bending part; the reinforcing assembly comprises vertical ribs, horizontal ribs and tie ribs, the bottom of an old building wall body is provided with a foundation part, the vertical ribs are arranged on the foundation part, the old building wall body is provided with a plurality of through holes with two communicated sides, the tie ribs are arranged in the through holes and connected with the vertical ribs, the horizontal ribs are respectively connected with the vertical ribs and the tie ribs, and the tie ribs are mutually connected along the trapezoidal bent parts from top to bottom; the utility model discloses a reinforcing apparatus improves old building wall body, has done the optimization to reinforced structure, has improved old building wall body's stability and the cost is reduced.

Description

Old building wall body bottom reinforcing apparatus

Technical Field

The utility model relates to an old building technical field especially relates to an old building wall body bottom reinforcing apparatus.

Background

Along with the development of times, urbanization is rapidly developed, and the culture base of the city is kept, so that old buildings with the time significance are preferentially kept, but the old buildings are poor in anti-seismic performance due to the fact that the old buildings are long in time and the technological level of the buildings at that time is limited, the old buildings cannot be simply dismantled and rebuilt, and the cost is high.

The existing reinforcement technology is that the reinforced concrete slab wall or the reinforcing mesh mortar surface layer is thickened by pouring the wall body, but the reinforcement device is simpler by simply increasing the thickness, lacks the stable reinforcement structure, even if the concrete anti-seismic performance is poured, the concrete anti-seismic performance is difficult to guarantee, the repeated thickening construction leads to the increase of the cost, and the efficiency is low.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an old building wall body bottom reinforcing apparatus improves through building wall body reinforcing apparatus old, has done the optimization to reinforced structure, has improved the stability and the cost is reduced of old building wall body.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

a reinforcing device for the bottom of an old building wall comprises a reinforcing component and pouring templates, wherein the reinforcing component is arranged on the side wall of the old building wall, the pouring templates are arranged on two sides of the old building wall and are provided with certain intervals, and each pouring template is provided with a trapezoidal bent part; the reinforcement assembly comprises vertical ribs, horizontal ribs and tie ribs, the bottom of the old building wall is provided with a foundation portion, the vertical ribs are arranged on the foundation portion, the old building wall is provided with a plurality of through holes communicated with two sides, the tie ribs are arranged in the through holes and connected with the vertical ribs, the horizontal ribs are respectively connected with the vertical ribs and the tie ribs, and the tie ribs are connected with each other along the trapezoidal bending portions from top to bottom.

Furthermore, a plurality of jacks are formed in the top of the foundation part along the old building wall, the vertical ribs are inserted into the jacks, and the horizontal ribs are horizontally connected with the vertical ribs at equal intervals from top to bottom; the lateral wall of the base part is provided with a tie bar.

Furthermore, the side wall of the foundation part is provided with a plurality of openings along the old building wall body, the openings are communicated with the jacks, and the tie bars are arranged in the openings and fixedly connected with the vertical bars inserted in the jacks.

Further, the foundation portion comprises a stone base layer, a first base cushion layer and a second base cushion layer, the stone base layer is arranged at the bottom of the old building wall, the first base cushion layer is arranged at the bottom of the stone base layer, and the second base cushion layer is arranged below the tie bars.

Furthermore, old building wall is equipped with perforation of 4 at least equidistant and all installs the drawknot muscle in, the drawknot muscle all with horizontal muscle looks rigid coupling along the same horizontally junction of trapezoidal kink.

Furthermore, the end part of the lacing bar is provided with a clamping hook part for clamping the horizontal bar.

Furthermore, a certain distance between the pouring template and the old building wall forms an accommodating space.

Further, concrete is arranged in the accommodating space.

After the technical scheme is adopted, compared with the background art, the utility model, have following advantage:

1. the utility model discloses a template cladding is built in the old building wall outer wall in the reinforcement subassembly cooperation, the vertical muscle setting of reinforcement subassembly is on the basis of old building wall both sides, and pass the vertical muscle of perforation connection both sides through the drawknot muscle, connect same horizontally vertical muscle through horizontal muscle and be connected with the drawknot muscle simultaneously, make horizontal muscle and vertical muscle form a net and cover the both sides at old building wall, it is equipped with trapezoidal kink to pour the template in the bottom of old building wall, the drawknot muscle is from last down along trapezoidal buckling part interconnect, make trapezoidal kink inboard have a stable bearing structure, reinforcing apparatus through old building wall improves, the stability that has improved old building wall and the cost is reduced.

2. The utility model discloses pour and have the determining deviation between template and the old building wall body, this interval forms accommodation space, and the pouring has the concrete in the accommodation space, and the concrete in the pouring template fuses horizontal muscle, drawknot muscle, vertical muscle and forms the integral structure, and the concrete forms a trapezium structure along trapezoidal kink.

3. The utility model discloses the tip of drawknot muscle has trip portion, blocks the level muscle through trip portion for the level muscle is fixed on the drawknot muscle.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention.

Description of reference numerals:

the building comprises a reinforcing component 1, a pouring template 2, an old building wall 3 and an accommodating space 4;

vertical ribs 11, horizontal ribs 12, tie ribs 13 and clamping hook parts 131;

trapezoid bent part 21, base part 31, through hole 32, insertion hole 33, opening hole 34, stone base layer 35, first base pad layer 36 and second base pad layer 37.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

In the present invention, it should be noted that the terms "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. are all based on the orientation or position relationship shown in the drawings, and are only for convenience of description and simplification of the present invention, but do not indicate or imply that the device or element of the present invention must have a specific orientation, and thus, should not be construed as limiting the present invention.

Examples

As shown in a matched graph 1, the utility model discloses an old building wall bottom reinforcing device, which comprises a reinforcing component 1 and a pouring template 2, wherein the reinforcing component 1 is arranged on the side wall of an old building wall 3, the pouring template 2 is arranged on two sides of the old building wall 3 and is provided with a certain distance, and the pouring template 2 is provided with a trapezoidal bending part 21; the reinforcement assembly 1 comprises vertical ribs 11, horizontal ribs 12 and tie ribs 13, a foundation portion 31 is arranged at the bottom of an old building wall body 3, the vertical ribs 11 are arranged on the foundation portion 31, a plurality of through holes 32 communicated with two sides of the old building wall body 3 are formed in the old building wall body 3, the tie ribs 13 are arranged in the through holes 32 and connected with the vertical ribs 11, the horizontal ribs 12 are respectively connected with the vertical ribs 11 and the tie ribs 13, the connection mode is preferably welded or bound and connected, and the tie ribs 13 are connected with each other along trapezoidal bent portions 21 from top to bottom.

The top of the foundation part 31 is provided with a plurality of jacks 33 along the old building wall 3, the jacks 33 are formed, the vertical ribs 11 are inserted into the jacks 33, and the horizontal ribs 12 are horizontally connected with the vertical ribs 11 at equal intervals from top to bottom; the sidewall of the base portion 31 is provided with a tie bar 13.

The side wall of the foundation portion 31 is provided with a plurality of openings 34 along the old building wall 3, the openings 34 are communicated with the insertion holes 33, and the tie bars 13 are arranged in the openings 34 and fixedly connected with the vertical bars 11 inserted in the insertion holes 33.

Foundation portion 31 includes barred rock basic unit 35, first basic bed course 36 and second basic bed course 37, barred rock basic unit 35 sets up in old building wall 3 bottom, first basic bed course 36 sets up in barred rock basic unit 35 bottom, second basic bed course 37 sets up in the below of lacing wire 13, second basic bed course 37 and first basic bed course 36's lateral wall looks rigid coupling, the second basic bed course of this embodiment adopts the plain concrete pouring of C15 to form, the preferred 10 centimetres of thickness, barred rock basic unit 35 and the equal preferred granite preparation of first basic bed course 36 form.

The old building wall 3 is provided with at least 4 rows of through holes 32 with equal intervals, the tie bars 13 are installed in the through holes, the distance of the intervals can adopt 3-10cm, the embodiment is not limited, the tie bars 13 are fixedly connected with the horizontal bars 12 along the same horizontal connection part of the trapezoidal bending part 21, and the end parts of the tie bars 13 are provided with clamping hook parts 131 for clamping the horizontal bars.

The concrete pouring formwork 2 forms an accommodating space 4 with a certain distance of the old building wall 3, concrete is arranged in the accommodating space 4, the horizontal ribs 12, the tie ribs 13 and the vertical ribs 11 are fused to form an integrated structure by the concrete in the pouring formwork 2, the concrete forms a trapezoidal structure along the trapezoidal bending portions 21, and the concrete of the embodiment preferably adopts C25 or C30 concrete.

In the embodiment, the reinforcing component 1 is matched with the pouring template 2 to coat the outer wall of an old building wall body 3, the vertical ribs 11 of the reinforcing component 1 are arranged on the base parts 31 at two sides of the old building wall body 3, the tie ribs 13 penetrate through the through holes 32 to be connected with the vertical ribs 11 at two sides, the horizontal ribs 12 are connected with the vertical ribs 11 at the same level and are simultaneously connected with the tie ribs 13, so that the horizontal ribs 12 and the vertical ribs 11 form a net to cover two sides of the old building wall body, the tie ribs are firmly fixed, the stability of the old building wall body 3 is improved, the pouring template 2 is provided with the trapezoidal bent parts 21 at the bottom of the old building wall body 3, the tie ribs 13 are connected with each other along the trapezoidal bent parts 21 from top to bottom, concrete is poured in the accommodating space 4 to fuse the horizontal ribs 12, the tie ribs 13 and the vertical ribs 11 into an integrated structure, and the concrete forms a trapezoidal structure after the concrete is solidified along the, make trapezoidal kink 21 inboard have a bearing structure who gives old building wall 3 stable stay, this structure and old building wall 3 tightly link together, and difficult emergence is separated and has the effect of stronger reinforcement old building wall 3, and reinforcing apparatus through old building wall 3 improves, has improved old building wall's stability and the cost is reduced.

The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims

1. The utility model provides an old building wall body bottom reinforcing apparatus which characterized in that: the reinforcing component is arranged on the side wall of an old building wall body, the pouring templates are arranged on two sides of the old building wall body and are provided with a certain distance, and the pouring templates are provided with trapezoidal bent parts; the reinforcement assembly comprises vertical ribs, horizontal ribs and tie ribs, the bottom of the old building wall is provided with a foundation portion, the vertical ribs are arranged on the foundation portion, the old building wall is provided with a plurality of through holes communicated with two sides, the tie ribs are arranged in the through holes and connected with the vertical ribs, the horizontal ribs are respectively connected with the vertical ribs and the tie ribs, and the tie ribs are connected with each other along the trapezoidal bending portions from top to bottom.

2. The reinforcing apparatus for the bottom of the old building wall according to claim 1, wherein: the top of the foundation part is provided with a plurality of jacks along the old building wall, the vertical ribs are inserted in the jacks, and the horizontal ribs are horizontally connected with the vertical ribs at equal intervals from top to bottom; the lateral wall of the base part is provided with a tie bar.

3. The reinforcing apparatus for the bottom of the old building wall according to claim 2, wherein: the foundation portion side wall is provided with a plurality of openings along the old building wall, the openings are communicated with the jacks, and the tie bars are arranged in the openings and fixedly connected with the vertical bars inserted in the jacks.

4. The reinforcing apparatus for the bottom of the old building wall according to claim 3, wherein: the foundation portion includes rectangular stone basic unit, first basic bed course and second basic bed course, rectangular stone basic unit sets up in old building wall body bottom, first basic bed course sets up in rectangular stone basic unit bottom, second basic bed course sets up the below at the drawknot muscle.

5. The reinforcing apparatus for the bottom of the old building wall according to claim 1, wherein: the old building wall body is provided with at least 4 rows of through holes at equal intervals and internally provided with tie bars, and the tie bars are fixedly connected with the horizontal bars along the same horizontal connection part of the trapezoidal bending part.

6. The reinforcing apparatus for the bottom of the old building wall according to claim 1, wherein: the end part of the lacing bar is provided with a clamping hook part for clamping the horizontal bar.

7. The reinforcing apparatus for the bottom of the old building wall according to claim 1, wherein: and a certain distance between the pouring template and the old building wall forms an accommodating space.

8. The reinforcing apparatus for the bottom of the old building wall according to claim 7, wherein: concrete is arranged in the accommodating space.