A broken ridge repairing structure and a repairing method thereof

Abstract

The application discloses a kind of broken ridge repair structure and its repair method, including ridge and repair block, the repair block includes concrete block, both sides of the concrete block are equipped with flat steel formwork, the outside of concrete block and flat steel formwork is equipped with shaping shell, the ridge includes original flat steel formwork, both ends of the flat steel formwork are equipped with engagement slot, the end of the original flat steel formwork is located in the inside of engagement slot, the original flat steel formwork is connected with flat steel formwork by binding, the inside of the concrete block is equipped with reinforcing steel, and the reinforcing steel is equipped with at least two groups.The application sets up flat steel outside concrete when repairing, so that flat steel can strengthen the strength of concrete block, and by flat steel serving as concrete block pouring formwork, the trouble caused by form removal is avoided, and the repair progress is accelerated;The application sets up reinforcing steel inside the concrete block, and the reinforcing steel can also strengthen the strength of the device, prolong the service life of the device.

Description

Technical Field

[0001] This invention relates to the field of roof ridge repair technology, specifically a repair structure and repair method for a broken roof ridge. Background Technology

[0002] In traditional architecture, most houses have roof ridges. However, under long-term exposure to sun and wind, the roof ridges may break. If these broken roof ridges are not repaired, they will affect the continuity of the view for tourists.

[0003] In existing technologies, when repairing roof ridges, formwork is typically erected at the fracture site, followed by concrete pouring. After the concrete hardens, the formwork is removed, and finally a shaping shell is installed on the outside of the concrete. However, the above method requires formwork erection and removal, which is inefficient and results in insufficient concrete strength. Summary of the Invention

[0004] The purpose of this invention is to provide a repair structure and repair method for a fractured roof ridge, so as to solve the problems of low efficiency and insufficient concrete strength in the prior art, which requires formwork erection and dismantling.

[0005] To achieve the above objectives, the present invention provides the following technical solution: a repair structure for a broken roof ridge and a repair method thereof, comprising a roof ridge and a repair block, wherein the repair block comprises a concrete block, both sides of the concrete block are provided with flat steel templates, and the concrete block and the flat steel templates are provided with a shaping shell.

[0006] Preferably, the ridge includes the original flat steel template, both ends of which are provided with locking grooves, and the ends of the original flat steel template are located inside the locking grooves.

[0007] Preferably, the original flat steel templates are tied together with the flat steel templates.

[0008] Preferably, the concrete block is provided with reinforcing steel bars inside, and there are at least two sets of reinforcing steel bars, with at least two reinforcing steel bars in each set.

[0009] Preferably, the reinforcing bars in the same group are connected by binding.

[0010] A repair structure for a broken roof ridge and a repair method thereof, comprising the following steps:

[0011] S1: The damaged parts of the roof ridge are first removed, and the residue in the removed parts is cleaned up. Then, the area that can be used to accommodate the repair block is formed in this area.

[0012] S2: A portion of the end of the original flat steel formwork of the ridge should be exposed inside the receiving part and fixed to the removal point with reinforcing steel bars;

[0013] S3: There are at least two sets of reinforcing bars, and each set of reinforcing bars has at least two bars. The reinforcing bars in the same set are connected by binding.

[0014] S4: Concrete is poured in place at the receiving part by setting up the formwork. The formwork here is the flat steel formwork on both sides. Concrete blocks are formed inside the flat steel formwork on both sides. The flat steel formwork here is connected and tied to the original flat steel formwork, thereby achieving the initial locking of the flat steel formwork.

[0015] S5: Finally, professional craftsmen will make the roof ridge eaves according to the original design. The roof ridge eaves they make will be the outer shell of the shaped structure, which will be placed on the outside of the concrete block and flat steel template.

[0016] Compared with the prior art, the beneficial effects of the present invention are:

[0017] 1. In the repair process, the present invention sets flat steel on the outside of the concrete, so that the flat steel can strengthen the concrete block and also serve as a formwork for pouring concrete blocks, avoiding the trouble caused by demolding and speeding up the repair process.

[0018] 2. The present invention incorporates reinforcing bars inside the concrete block, which can also enhance the strength of the device and extend its service life. Attached Figure Description

[0019] The accompanying drawings are provided to further illustrate the invention and form part of the specification. They are used in conjunction with embodiments of the invention to explain the invention and do not constitute a limitation thereof. In the drawings:

[0020] Figure 1 This is an overall diagram of the present invention;

[0021] Figure 2 This is a schematic diagram of the structure of the present invention without the installation of the plastic surgery device;

[0022] Figure 3 This is a schematic diagram of the structure of the present invention without concrete pouring;

[0023] Figure 4 For the present invention Figure 3 Enlarged view of area A;

[0024] Figure 5 This is a schematic diagram showing the location of the reinforcing bars in this invention;

[0025] Figure 6 This is a schematic diagram of the flat steel template of the present invention.

[0026] In the diagram: 100, ridge; 101, original flat steel formwork; 200, repair block; 201, reshaped shell; 202, concrete block; 203, flat steel formwork; 2031, locking groove; 204, reinforcing steel bar. Implementation

[0027] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0028] Please see Figure 1 and Figure 2 As shown in the embodiment of the present invention, a broken roof ridge repair structure includes a roof ridge 100 and a repair block 200. The damaged part of the roof ridge 100 is first demolished, and the residue of the demolished part is cleaned up. Then, it can form a receiving part for the repair block 200. The repair block 200 is made in this receiving part. Here, a part of the end of the original flat steel template 101 of the roof ridge 100 should be exposed inside the receiving part.

[0029] Combination Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, reinforcing steel bars 204 are used to tie and fix the steel bars at the demolition site. There are at least two sets of reinforcing steel bars 204, and each set of reinforcing steel bars 204 has at least two bars. The reinforcing steel bars 204 in the same set are connected by tying. It is preferred that the reinforcing steel bars 204 are φ18 steel bars.

[0030] Then, formwork is erected at the receiving area and concrete is poured in place. The formwork here consists of the flat steel templates 203 on both sides. Concrete blocks 202 are formed inside the flat steel templates 203 on both sides. (The flat steel templates 203 are connected and tied to the original flat steel template 101, thus achieving initial locking of the flat steel templates 203.) Preferably, the flat steel templates 203 are 5×50mm. Both ends of the flat steel templates 203 are provided with locking grooves 2031. The ends of the original flat steel templates 101 are located inside the locking grooves 2031, which facilitates the alignment of the two (e.g., ...). Figure 6 );

[0031] Finally, a professional craftsman will make the roof ridge and eaves according to the original shape. The roof ridge and eaves made will be the outer shell 201, which will be placed on the outside of the concrete block 202 and the flat steel template 203.

[0032] A repair structure for a broken roof ridge and a repair method thereof, comprising the following steps:

[0033] S1: The damaged part of the ridge 100 is first removed, and the residue of the removed part is cleaned up. Then it can form a receiving part for the repair block 200. The repair block 200 is made in this receiving part.

[0034] S2: A portion of the end of the original flat steel formwork 101 of the ridge 100 should be exposed inside the receiving part and tied and fixed to the removal point with reinforcing steel bars 204.

[0035] S3: There are at least two sets of reinforcing steel bars 204, and each set of reinforcing steel bars 204 has at least two bars. The reinforcing steel bars 204 in the same set are connected by binding.

[0036] S4: Concrete is poured in place at the receiving part by setting up formwork. The formwork set up here is the flat steel formwork 203 on both sides. Concrete blocks 202 are formed inside the flat steel formwork 203 on both sides. The flat steel formwork 203 is connected and tied to the original flat steel formwork 101, thereby achieving the initial locking of the flat steel formwork 203.

[0037] S5: Finally, professional craftsmen will make the external shape of the roof ridge and eaves according to the original design. The roof ridge and eaves they make will be the outer shell 201, which will be placed on the outside of the concrete block 202 and the flat steel template 203.

[0038] The working principle and usage process of this invention are as follows: When using this device, the damaged part of the ridge 100 is first removed, and the residue at the removed part is cleaned up. Then, it can form a receiving part for the repair block 200. The repair block 200 is made in this receiving part. Here, a part of the end of the original flat steel template 101 of the ridge 100 should be exposed inside the receiving part and tied to the removal point with reinforcing steel bars 204. There are at least two sets of reinforcing steel bars 204, and each set of reinforcing steel bars 204 has at least two bars. The reinforcing steel bars 204 in the same set are connected by binding. Then, the formwork is erected in the receiving part and concrete is poured in place. The formwork erected here is the flat steel template 203 on both sides. Concrete blocks 202 are formed inside the flat steel template 203 on both sides. (Here, the flat steel template 203 is connected and tied to the original flat steel template 101, thereby achieving the initial locking of the flat steel template 203). Finally, a professional craftsman will make the roof ridge eaves according to the original design. The roof ridge eaves made will be the shaping shell 201, which will be placed outside the concrete block 202 and the flat steel template 203.

[0039] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present invention should be included within the protection scope of the present invention.

Claims

1. A repair method using a fractured roof ridge repair structure, characterized in that: The repair structure for the fractured roof ridge includes a repair block (200), which includes a concrete block (202). Flat steel templates (203) are provided on both sides of the concrete block (202), and a shaping shell (201) is provided on the outside of the concrete block (202) and the flat steel templates (203). The repair method includes the following steps: S1: The damaged part of the ridge (100) is first removed, and the residue of the removed part is cleaned up. Then it can form a receiving part for the repair block (200). The repair block (200) is made in this receiving part. S2: The end portion of the original flat steel formwork (101) of the ridge (100) should be exposed inside the receiving part and tied and fixed to the demolition point with reinforcing steel bars (204); S3: There are at least two sets of reinforcing steel bars (204), and each set of reinforcing steel bars (204) has at least two bars. The reinforcing steel bars (204) in the same set are connected by binding. S4: The formwork is erected at the receiving part and concrete is poured in place. The formwork erected here is the flat steel formwork (203) on both sides. Concrete blocks (202) are formed inside the flat steel formwork (203) on both sides. The flat steel formwork (203) here is connected and tied to the original flat steel formwork (101), so as to achieve the initial locking of the flat steel formwork (203). S5: Finally, professional craftsmen will make the roof ridge eaves according to the original design. The roof ridge eaves they make will be the shaped shell (201). The shaped shell (201) will be placed outside the concrete block (202) and the flat steel template (203).

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