Masonry structure window pier inner side upper and lower binding reinforcement structure and reinforcement method

Abstract

This invention discloses a top-to-bottom binding reinforcement structure and method for the inner side of a masonry window pier wall, relating to the field of window pier wall reinforcement technology. The structure includes: a window pier wall body, an annular placement station, an annular carbon fiber cloth, an adhesive layer, a first filler, and a second filler. The annular carbon fiber cloth is sequentially fixed in the placement station to form a closed constraint on the inner side of the window pier wall body. The adhesive layer is placed between the annular carbon fiber cloth and the annular placement station to bond and fix the annular carbon fiber cloth to the annular placement station. The first filler is used to fill the first replacement groove; the second filler is used to fill the second replacement groove. This structure can constrain the masonry wall, enhance the vertical and horizontal bearing capacity of the window pier wall structure, effectively improve the integrity and anti-falling / collapse ability of the window pier wall structure, and effectively improve the overall stability and safety of the window pier wall structure.

Description

Technical Field

[0001] This invention relates to the field of reinforcement technology for window spans in masonry structures, and in particular to a top-to-bottom binding reinforcement structure and method for the inner side of a window span in masonry structures. Background Technology

[0002] In masonry structures, the spandrel wall is a primary vertical support component used to support the superstructure. Due to the openings in the wall, it becomes a weak point in the structure under horizontal forces such as earthquakes, easily suffering earthquake damage that can lead to X-shaped intersecting cracks or even partial collapse, resulting in overall structural failure. To enhance the load-bearing capacity of the spandrel wall, the masonry structure is often reinforced as a whole, such as by using a reinforced concrete mesh surface layer or shotcrete. These reinforcement methods are effective, but they can easily damage the cultural relics and historical buildings, causing irreversible damage. Therefore, the use of these conventional solutions in the reinforcement of cultural relics and historical buildings is often not permitted.

[0003] Therefore, there is an urgent need for a reinforcement structure and method for binding the inner side of the masonry window span wall with upper and lower binding, which can restrain the masonry wall, enhance the vertical and horizontal bearing capacity of the window span wall structure, effectively improve the integrity and anti-falling and collapse ability of the window span wall structure, and effectively improve the overall stability and safety of the window span wall structure. Summary of the Invention

[0004] The purpose of this invention is to provide a top-to-bottom binding reinforcement structure and method for the inner side of a masonry window pier wall, in order to solve the problems existing in the prior art. This invention can restrain the masonry wall, enhance the vertical and horizontal bearing capacity of the window pier wall structure, effectively improve the integrity and anti-falling / collapse ability of the window pier wall structure, and effectively improve the overall stability and safety of the window pier wall structure.

[0005] To achieve the above objectives, the present invention provides the following solution:

[0006] This invention provides a masonry structure with an inner wall reinforcement structure consisting of a window span, comprising: a window span body, an annular placement station, an annular carbon fiber cloth, an adhesive layer, a first filler, and a second filler. The window span body is positioned between two adjacent windows on a wall. The annular placement station includes a first replacement groove, a second replacement groove, and a first sidewall and a second sidewall on both sides of the window span body. The first replacement groove is a groove formed by removing a first depth of mortar joint from the top inner side of the window span body, and the second replacement groove is a groove formed by removing a first depth of mortar joint from the bottom inner side of the window span body. The annular carbon fiber cloth is sequentially fixed in the placement station to form a closed constraint on the inner side of the window span body. The adhesive layer is disposed between the annular carbon fiber cloth and the annular placement station to bond and fix the annular carbon fiber cloth to the annular placement station. The first filler is used to fill the first replacement groove, and the second filler is used to fill the second replacement groove.

[0007] Preferably, the depth of the first depth is the same as the width of the annular carbon fiber cloth.

[0008] Preferably, the width of the annular carbon fiber cloth is 95mm to 105mm.

[0009] Preferably, the adhesive layer is formed by uniformly applying structural adhesive to the annular placement station.

[0010] Preferably, the first filler is formed by filling the first replacement groove with high-strength cement mortar.

[0011] Preferably, the second filler is formed by filling the second replacement groove with high-strength cement mortar.

[0012] The present invention also provides a method for reinforcing a masonry structure with an upper and lower binding reinforcement structure on the inner side of the window pier as described in any of the preceding claims, characterized by comprising the following steps:

[0013] S1: The first replacement groove is formed by removing a first depth of mortar joint at the top of the window wall body, and the second replacement groove is formed by removing a first depth of mortar joint at the bottom of the window wall body.

[0014] S2: Clean the annular placement station formed by the first replacement groove, the first sidewall, the second replacement groove, and the second sidewall;

[0015] S3: Apply an adhesive layer to the annular placement station;

[0016] S4: Bond and fix the annular carbon fiber cloth to the adhesive layer to fix the annular carbon fiber cloth on the annular placement position;

[0017] S5: The first displacement groove is filled to form the first filler, and the second displacement groove is filled to form the second filler;

[0018] S6: Curing the first filler and the second filler.

[0019] The present invention achieves the following technical effects compared to the prior art:

[0020] This invention provides a binding reinforcement structure and method for the inner side of a masonry window span wall. A first replacement groove is formed by removing mortar to a first depth from the top joint of the window span wall body, and a second replacement groove is formed by removing mortar to a first depth from the bottom joint of the window span wall body. The first and second replacement grooves, along with the first and second sidewalls on both sides of the window span wall body, form a ring-shaped placement position. A ring-shaped carbon fiber cloth is bonded and fixed to the ring-shaped placement position using an adhesive layer to create a closed constraint on the inner side of the window span wall body. Then, a first filler is used to fill the first replacement groove, and a second filler is used to fill the second replacement groove. The ring-shaped carbon fiber cloth is adhered top, bottom, left, and right, forming a closed structure that constrains the window span wall, enhancing the vertical and horizontal load-bearing capacity of the window span wall structure. Under earthquake action, window span walls are prone to X-shaped cracks and localized wall collapse. By adding the ring-shaped carbon fiber cloth for binding reinforcement, the integrity and anti-collapse ability of the window span wall structure are effectively improved, effectively enhancing the overall stability and safety of the window span wall structure. Attached Figure Description

[0021] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0022] Figure 1 This is a front view of the upper and lower binding reinforcement structure on the inner side of the masonry structure window wall provided by the present invention.

[0023] Figure 2 for Figure 1 Top view;

[0024] Figure 3 for Figure 1 Side view;

[0025] In the diagram: 1. Window wall body; 2. Annular carbon fiber cloth; 3. Adhesive layer; 4. First filler; 5. Annular placement station. Implementation

[0026] 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.

[0027] The purpose of this invention is to provide a top-to-bottom binding reinforcement structure and method for the inner side of a masonry window pier wall, in order to solve the problems existing in the prior art. This invention can restrain the masonry wall, enhance the vertical and horizontal bearing capacity of the window pier wall structure, effectively improve the integrity and anti-falling / collapse ability of the window pier wall structure, and effectively improve the overall stability and safety of the window pier wall structure.

[0028] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments. Example 1

[0029] This embodiment provides a top-to-bottom binding reinforcement structure for the inner side of the window pier wall in a masonry structure, such as... Figures 1-3As shown, the structure includes: a window sill body 1, an annular placement station 5, an annular carbon fiber cloth 2, an adhesive layer 3, a first filler 4, and a second filler. The window sill body 1 is positioned between two adjacent windows on a wall. The annular placement station 5 includes a first replacement groove, a second replacement groove, and first and second sidewalls on both sides of the window sill body 1. The first replacement groove is a groove formed by removing a first depth of mortar joint from the top inner side of the window sill body 1, and the second replacement groove is a groove formed by removing a first depth of mortar joint from the bottom inner side of the window sill body 1. The annular carbon fiber cloth 2 is sequentially fixed in the placement station to form a closed constraint on the inner side of the window sill body 1. The adhesive layer 3 is used to be placed between the annular carbon fiber cloth 2 and the annular placement station 5 to bond and fix the annular carbon fiber cloth 2 to the annular placement station 5. The first filler 4 is used to fill the first replacement groove. The second filler is used to fill the second replacement groove. The first replacement groove is formed by removing a first depth of mortar from the top mortar joint of the window sill body 1, and the first depth of mortar is removed from the bottom mortar joint of the window sill body 1. A second replacement groove is formed. The first replacement groove, the second replacement groove, and the first and second sidewalls on both sides of the window wall body 1 form an annular placement station 5. The annular carbon fiber cloth 2 is bonded and fixed to the annular placement station 5 through the adhesive layer 3 to form a closed constraint on the inner side of the window wall body 1. Then, the first replacement groove is filled by the first filler 4, and the second replacement groove is filled by the second filler. The annular carbon fiber cloth 2 is pasted up, down, left, and right to form a closed constraint on the window wall, which enhances the vertical and horizontal bearing capacity of the window wall structure. Under the action of earthquake, the window wall is prone to X-shaped cracks and local wall collapse. Due to the addition of the annular carbon fiber cloth 2 for binding reinforcement, the integrity and anti-collapse ability of the window wall structure are effectively improved, and the overall stability and safety of the window wall structure are effectively improved. Under the action of vertical force, due to the reinforcement of carbon fiber cloth, the bearing capacity of the window wall can be increased by about 10%. Under the action of horizontal force, due to the reinforcement of carbon fiber cloth, the horizontal bearing capacity can be increased by about 20%.

[0030] In a preferred embodiment, the depth of the first depth is the same as the width of the annular carbon fiber cloth 2. Setting the depth of the first replacement groove and the second replacement groove to be the same as the width of the annular carbon fiber cloth 2 can satisfy the requirement of placing the annular carbon fiber cloth 2 while avoiding excessive chiseling of the mortar joints, which would affect the structure of the window wall.

[0031] In a preferred embodiment, the width of the annular carbon fiber cloth 2 is 95mm to 105mm, preferably 100mm.

[0032] In a preferred embodiment, the adhesive layer 3 is formed by uniformly applying structural adhesive to the annular placement station 5. The structural adhesive is readily available and can be firmly bonded to the window pier body 1.

[0033] In a preferred embodiment, the width of the adhesive layer 3 is the same as the width of the annular carbon fiber cloth 2. Making the width of the adhesive layer 3 the same as the width of the annular carbon fiber cloth 2 can firmly bond the annular carbon fiber cloth 2.

[0034] In a preferred embodiment, the first filler 4 is made by filling the first replacement groove with high-strength cement mortar, which is easy to obtain and has high material strength, and can effectively enhance the constraint ability of the annular carbon fiber cloth 2.

[0035] In a preferred embodiment, the second filler is made by filling the second replacement groove with high-strength cement mortar, which is easy to obtain and has high material strength, and can effectively enhance the constraint ability of the annular carbon fiber cloth 2.

[0036] The present invention also provides a method for reinforcing a masonry structure window pier wall with upper and lower binding reinforcement structure as described in Embodiment 1, characterized by comprising the following steps:

[0037] S1: Remove the mortar joint at the top of the window wall body 1 to a first depth to form a first replacement groove, and remove the mortar joint at the bottom of the window wall body 1 to a first depth to form a second replacement groove.

[0038] S2: Clean the annular placement station 5 formed by the first replacement groove, the first side wall, the second replacement groove, and the second side wall;

[0039] S3: Apply adhesive layer 3 to the circular placement station 5;

[0040] S4: Bond the annular carbon fiber cloth 2 to the adhesive layer 3 to fix the annular carbon fiber cloth 2 on the annular placement station 5.

[0041] S5: The first replacement groove is filled to form the first filler 4, and the second replacement groove is filled to form the second filler;

[0042] S6: Perform curing on the first filler 4 and the second filler.

[0043] Specific examples have been used to illustrate the principles and implementation methods of this invention. The descriptions of the above embodiments are only for the purpose of helping to understand the method and core ideas of this invention. Furthermore, those skilled in the art will recognize that, based on the ideas of this invention, there will be changes in the specific implementation methods and application scope. Therefore, the content of this specification should not be construed as a limitation of this invention.

Claims

1. A top-to-bottom binding reinforcement structure for the inner side of a masonry window pier wall, characterized in that: include: A window sill body, wherein the window sill body is disposed between two adjacent windows on a wall; The circular placement station includes a first replacement groove, a second replacement groove, and a first sidewall and a second sidewall on both sides of the window wall body. The first replacement groove is a groove formed by removing the mortar joints at the top inner side of the window wall body to a first depth. The second replacement groove is a groove formed by removing the mortar joints at the bottom inner side of the window wall body to a first depth. Annular carbon fiber cloth, which is sequentially fixed in the placement position to form a closed constraint on the inner side of the window wall body; An adhesive layer is provided between the annular carbon fiber cloth and the annular placement station to bond and fix the annular carbon fiber cloth to the annular placement station. A first filling element is used to fill the first displacement groove; as well as The second filler is used to fill the second displacement groove.

2. The masonry structure window pier inner side binding reinforcement structure according to claim 1, characterized in that: The depth of the first depth is the same as the width of the annular carbon fiber cloth.

3. The masonry structure window pier inner side upper and lower binding reinforcement structure according to claim 2, characterized in that: The width of the annular carbon fiber cloth is 95mm~105mm.

4. The masonry structure window pier inner side binding reinforcement structure according to claim 1, characterized in that: The adhesive layer is formed by uniformly applying structural adhesive to the annular placement station.

5. The masonry structure window pier inner side binding reinforcement structure according to claim 1, characterized in that: The first filler is formed by filling the first replacement groove with high-strength cement mortar.

6. The masonry structure window pier inner side binding reinforcement structure according to claim 1, characterized in that: The second filler is formed by filling the second replacement groove with high-strength cement mortar.

7. A method for reinforcing a masonry structure with an upper and lower binding reinforcement structure on the inner side of a window pier as described in any one of claims 1 to 6, characterized in that: Includes the following steps: S1: The first replacement groove is formed by removing a first depth of mortar joint at the top of the window wall body, and the second replacement groove is formed by removing a first depth of mortar joint at the bottom of the window wall body. S2: Clean the annular placement station formed by the first replacement groove, the first sidewall, the second replacement groove, and the second sidewall; S3: Apply an adhesive layer to the annular placement station; S4: Bond and fix the annular carbon fiber cloth to the adhesive layer to fix the annular carbon fiber cloth on the annular placement position; S5: The first displacement groove is filled to form the first filler, and the second displacement groove is filled to form the second filler; S6: Curing the first filler and the second filler.

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