A pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall

Abstract

The present invention discloses a pseudo-static test loading method for a polypropylene mesh cement mortar reinforced brick masonry wall, comprising the following steps: 1. opening a through-wall hole at the bottom of the reinforced brick masonry wall; 2. opening a rebar hole on the top surface of the foundation beam; 3. rebar planting in the rebar hole of the foundation beam with the rebar hole; 4. placing the brick masonry wall with the through-wall hole on the rebar foundation beam, and then rebar planting and tying; 5. setting a template on the outside of the foundation beam, and then pouring grouting material; 6. placing the sample to be tested under a reaction frame, and then installing a load-sharing beam, two jacks, and a reaction frame; 7. performing a pseudo-static test on the device to be tested to obtain pseudo-static test data. The present invention ties the reinforced brick masonry wall and the foundation beam together by setting a steel bar skeleton, thereby increasing the integrity of the reinforced brick masonry wall and the foundation beam, ensuring the smooth progress of the pseudo-static test, and providing data support for the design, construction, and acceptance of polypropylene mesh cement mortar reinforced masonry walls.

Description

Technical Field

[0001] The invention belongs to the technical field of quasi-static tests on brick masonry walls, and particularly relates to a quasi-static test loading method for polypropylene mesh cement mortar reinforced brick masonry walls. Background Art

[0002] Traditional brick masonry walls often suffer from collapse and cracking due to their inherent poor stability and low bearing capacity. To address this issue, this paper proposes a solution for reinforcing brick masonry walls using a polypropylene mesh cement mortar. To verify the feasibility and effectiveness of this reinforcement solution, pseudo-static tests were conducted.

[0003] Polypropylene mesh cement mortar reinforced masonry wall is a brick wall reinforced with polypropylene mesh with high tensile strength and polymer mortar. It is widely used in construction. During design, construction and acceptance, it is necessary to conduct quasi-static tests on the masonry wall reinforced with polypropylene mesh cement mortar to test its performance and ensure its stable use effect.

[0004] In the prior art, when conducting pseudo-static tests on polypropylene mesh cement mortar reinforced masonry walls, a vertical jack is often used, and the base of the wall is not effectively connected to the foundation beam. This leads to very unsatisfactory test results: the wall rotates around the vertical jack, forming horizontal shear failure along the weak area at the base of the reinforced wall, rather than the ideal "X"-shaped shear failure.

[0005] Therefore, a pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry walls is needed. Summary of the Invention

[0006] The technical problem to be solved by the present invention is to address the deficiencies of the above-mentioned prior art and provide a pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry walls. This method involves opening a row of through-wall holes parallel to the bottom surface of the wall at the bottom of the reinforced brick masonry wall, opening two rows of rebar holes perpendicular to the bottom surface of the wall on the top surface of the foundation beam, and then planting rebar in the through-wall holes and the rebar holes to form a steel skeleton that binds the reinforced brick masonry wall and the foundation beam together, thereby increasing the integrity of the reinforced brick masonry wall and the foundation beam, ensuring the smooth progress of the pseudo-static test, and preventing the wall from rotating during the repeated pushing and pulling process, which would cause the test to fail. The pseudo-static test data of the reinforced brick masonry wall obtained through the pseudo-static test provides data support for the design, construction, and acceptance of polypropylene mesh cement mortar reinforced masonry walls.

[0007] In order to solve the above technical problems, the technical solution adopted by the present invention is: a pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall, characterized in that the method comprises the following steps:

[0008] Step 1: Open a row of through-wall holes at the bottom of the polypropylene mesh cement mortar reinforced brick masonry wall to obtain a brick masonry wall with through-wall holes;

[0009] Step 2: Open two rows of rebar planting holes on the top surface of the foundation beam to obtain a foundation beam with rebar planting holes;

[0010] Step 3: Planting rebars in the rebar planting holes of the foundation beam with rebar planting holes obtained in step 2 to obtain a rebar planting foundation beam;

[0011] Step 4: Place the brick masonry wall with through-wall holes obtained in step 1 on the rebar-planted foundation beam obtained in step 3, then plant rebar in the through-wall holes, and then tie the rebar on the foundation beam to the rebar in the brick masonry wall to form a steel skeleton and obtain a rebar-planted structure.

[0012] Step 5: Set a circle of templates higher than the foundation beam outside the foundation beam of the planted reinforcement structure obtained in step 4, then pour grouting material into the space surrounded by the template, and then remove the template after curing to obtain the sample to be tested;

[0013] Step 6: Place the sample to be tested obtained in step 5 under the reaction frame, then install a load-sharing beam on the upper part of the brick wall of the sample to be tested, and then evenly install two jacks on the load-sharing beam, and make the upper parts of the jacks contact the lower surface of the reaction frame beam to obtain the device to be tested;

[0014] Step 7: Perform a pseudo-static test on the device to be tested obtained in step 6 to obtain pseudo-static test data of the polypropylene mesh cement mortar reinforced brick masonry wall.

[0015] The reinforced brick masonry wall of the present invention uses a polypropylene mesh to reinforce both sides to enhance the overall stability of the reinforced brick masonry wall. The present invention opens a row of through-wall holes parallel to the bottom surface of the wall at the bottom of the reinforced brick masonry wall, opens two rows of anchor holes perpendicular to the bottom surface of the wall on the top surface of the foundation beam, and then anchors are planted in the through-wall holes and the anchor holes to form a steel bar skeleton to bind the reinforced brick masonry wall and the foundation beam together, thereby increasing the integrity of the reinforced brick masonry wall and the foundation beam. By arranging a circle of templates higher than the foundation beam on the outside of the foundation beam and then pouring grouting material into the space surrounded by the templates, the reinforced brick masonry wall and the foundation beam bound by the steel bar skeleton are further cast together, which not only protects the steel bar skeleton but also forms a reinforced concrete Soil structure, prevents slippage at the contact surface between the wall and the foundation beam during loading, which leads to test failure. The earth enhances the integrity of the reinforced brick masonry wall and the foundation beam, ensuring the smooth progress of the quasi-static test. The present invention should estimate the physical and mechanical properties of the reinforced brick masonry wall before the quasi-static test, including parameters such as elastic modulus and ultimate bearing capacity. The quasi-static test data of the reinforced brick masonry wall obtained by the quasi-static test is monitored in real time according to parameters such as displacement and deformation of the specimen, and the data is recorded at any time. Finally, the test data is analyzed to obtain the physical and mechanical parameters of the specimen, and the effectiveness of the reinforcement plan is judged to provide data support for the design, construction and acceptance of polypropylene mesh cement mortar reinforced masonry walls.

[0016] It should be noted that the curing time of the present invention is greater than 7 days.

[0017] The above-mentioned pseudo-static test loading method for a polypropylene mesh cement mortar reinforced brick masonry wall is characterized in that, in step 1, the distance between a row of through-wall holes and the bottom of the brick masonry wall is 10cm to 15cm, the interval between adjacent through-wall holes in a row of through-wall holes is 25cm to 30cm, and the aperture of the through-wall holes is 10mm to 12mm. The present invention ensures the binding effect between the steel structure and the foundation beam by controlling the distance between the through-wall holes and the bottom of the wall, prevents insufficient structural strength caused by the through-wall holes being too close to the bottom of the wall and poor fixing effect caused by the through-wall holes being too far from the bottom of the wall, ensures the binding effect between the steel structure and the foundation beam by controlling the interval between adjacent through-wall holes, and controls the aperture of the through-wall holes to minimize the aperture as much as possible while ensuring smooth passage of the steel bars, thereby ensuring the connection effect and the accuracy of the pseudo-static test.

[0018] The aforementioned pseudo-static loading method for a polypropylene mesh cement mortar reinforced brick masonry wall is characterized in that the distance between the two rows of rebar holes in step 2 is equal to the thickness of the brick masonry wall. By controlling the distance between the two rows of rebar holes to be equal to the thickness of the brick masonry wall, the present invention optimizes the structural strength of the reinforcement structure, enhances the integrity of the reinforced brick masonry wall and the foundation beam, and ensures the accuracy of the pseudo-static test.

[0019] The aforementioned pseudo-static loading method for a polypropylene mesh cement mortar reinforced brick masonry wall is characterized in that the spacing between adjacent rebar holes in each row of the rebar holes in step 2 is 25cm to 30cm, the depth of the rebar holes is 10cm to 12cm, and the hole diameter is 10mm to 12mm. This method achieves the desired connection effect by controlling the spacing between adjacent rebar holes and the binding effect of the steel bar structure and the foundation beam, and by controlling the hole diameter of the rebar holes to minimize the hole diameter while ensuring smooth insertion of the rebar, thereby ensuring the connection effect and the accuracy of the pseudo-static test.

[0020] The aforementioned pseudo-static loading method for polypropylene mesh cement mortar reinforced brick masonry walls is characterized by using B8 steel bars and anchoring glue for the anchoring in step 4, with the anchoring depth being no less than 12d, where d is the bar diameter. By controlling the type and depth of the steel bars, the present invention enhances the integrity of the reinforced brick masonry wall and foundation beam, ensuring the accuracy of the pseudo-static test.

[0021] The aforementioned pseudo-static loading method for polypropylene mesh cement mortar reinforced brick masonry walls is characterized in that the strength of the grouting material in step five is no less than C45. By controlling the strength of the grouting material, the present invention enhances the integrity of the reinforced brick masonry wall and foundation beam, thereby ensuring the accuracy of the pseudo-static test.

[0022] The aforementioned pseudo-static loading method for a polypropylene mesh cement mortar reinforced brick masonry wall is characterized in that the formwork in step 6 is positioned along the outside of the foundation beam, with the formwork height exceeding the top surface of the foundation beam by at least 20 cm. By positioning the formwork along the outside of the foundation beam and with the formwork height exceeding the top surface of the foundation beam by at least 20 cm, the present invention allows the grouting material to be completely cast within the reinforced structure, thereby enhancing the integrity of the reinforced brick masonry wall and the foundation beam, and ensuring the accuracy of the pseudo-static test.

[0023] The aforementioned pseudo-static loading method for polypropylene mesh cement mortar reinforced brick masonry walls is characterized by the length of the load-sharing beam in step 6 being greater than the length of the brick masonry wall. By ensuring that the load-sharing beam is longer than the wall length, the present invention ensures that the pressure generated by the jack is evenly distributed across the reinforced brick masonry wall, thereby ensuring the accuracy of the pseudo-static test.

[0024] The aforementioned pseudo-static loading method for a polypropylene mesh cement mortar reinforced brick masonry wall is characterized in that the distance between the two jacks in step 6 is one-third of the width of the brick masonry wall. By controlling the distance between the two jacks to one-third of the width of the brick masonry wall, the present invention positions the two jacks at one-third and two-thirds of the upper portion of the brick masonry wall, respectively, thereby ensuring uniform stress on the brick masonry wall and the accuracy of the pseudo-static test.

[0025] Compared with the prior art, the present invention has the following advantages:

[0026] 1. The present invention opens a row of through-wall holes parallel to the bottom surface of the wall at the bottom of the reinforced brick masonry wall, opens two rows of rebar holes perpendicular to the bottom surface of the wall on the top surface of the foundation beam, and then plants rebar in the through-wall holes and the rebar holes to form a steel skeleton to bind the reinforced brick masonry wall and the foundation beam together, thereby increasing the integrity of the reinforced brick masonry wall and the foundation beam, ensuring the smooth progress of the pseudo-static test, and avoiding the wall from rotating during the repeated pushing and pulling process, which would cause the test failure. The pseudo-static test data of the reinforced brick masonry wall obtained through the pseudo-static test provides data support for the design, construction and acceptance of polypropylene mesh cement mortar reinforced masonry wall.

[0027] 2. The present invention sets a circle of formwork higher than the foundation beam on the outside of the foundation beam, and then pours grouting material into the space enclosed by the formwork, thereby further pouring the reinforced brick masonry wall and the foundation beam tied by the steel skeleton together. This not only protects the steel skeleton, but also forms a reinforced concrete structure, greatly enhancing the integrity of the reinforced brick masonry wall and the foundation beam.

[0028] 3. The present invention controls the distance between the two jacks to be one-third of the width of the brick wall, so that the two jacks are located at one-third and two-thirds of the upper part of the brick wall respectively, thereby ensuring that the brick wall is uniformly stressed and the accuracy of the quasi-static test is ensured.

[0029] 4. The device to be tested of the present invention performs a quasi-static test, which can improve the accuracy of the test, avoid overall slippage of the contact surface, and better realize the loading and monitoring of the reinforced brick masonry wall. The loading effect is very ideal, and a typical "X"-shaped shear failure occurs. It has the advantages of simple operation and low cost, and has broad application prospects.

[0030] The technical solution of the present invention is further described in detail below through the accompanying drawings and embodiments. BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Figure 1 It is a structural schematic diagram of a reinforced brick masonry wall with through-wall holes obtained by the present invention.

[0032] Figure 2 It is a structural schematic diagram of the top surface of the foundation beam with anchor holes obtained by the present invention.

[0033] Figure 3 It is a structural schematic diagram of the rebar planting structure obtained by the present invention.

[0034] Figure 4 It is a structural schematic diagram of the device to be tested obtained by the present invention.

[0035] Description of reference numerals:

[0036] 1—Reinforced brick masonry wall; 2—Through-hole in the wall; 3—Foundation beam;

[0037] 4—rebar hole; 5—rebar; 6—reaction frame;

[0038] 7—Load-bearing beam; 8—Jack; 9—Grouting material. DETAILED DESCRIPTION

[0039] Figure 1 This is a schematic structural diagram of a reinforced brick masonry wall with through-wall holes obtained by the present invention. Figure 1 As can be seen from the figure, a row of through-wall holes 2 are provided at the bottom of the reinforced brick masonry wall 1.

[0040] Figure 2 This is a schematic diagram of the structure of the top surface of the foundation beam with the anchor hole obtained by the present invention. Figure 2 It can be seen from the figure that two rows of rebar holes 4 are evenly arranged on the top surface of the foundation beam 3.

[0041] Figure 3 It is a structural diagram of the reinforcing bar structure obtained by the present invention, from Figure 3 As can be seen in the figure, the steel bars 5 pass through the reinforced brick wall 1 horizontally, and the steel bars 5 are vertically inserted into the foundation beam 3. The horizontal steel bars 5 and the vertical steel bars 5 are tied together to form a steel skeleton.

[0042] Figure 4 is a schematic structural diagram of the device to be tested obtained by the present invention, Figure 4 It can be seen that the reinforced brick masonry wall 1 is fixed on the upper part of the foundation beam 3, and grouting material 9 is provided at the connection between the upper part of the foundation beam 3 and the reinforced brick masonry wall 1. A load-sharing beam 7 is installed on the reinforced brick masonry wall 1, and two jacks 8 are evenly installed on the load-sharing beam 7. The upper part of the jack 8 is in contact with the lower surface of the crossbeam of the reaction frame 6.

[0043] Example 1

[0044] This embodiment includes the following steps:

[0045] Step 1: Opening a row of through-wall holes at the bottom of a polypropylene mesh cement mortar reinforced brick masonry wall to obtain a reinforced brick masonry wall having through-wall holes; the distance between the through-wall holes in one row and the bottom of the wall is 13 cm, the interval between adjacent through-wall holes in one row is 28 cm, and the aperture of the through-wall holes is 11 mm;

[0046] Step 2: Open two rows of anchor holes on the top surface of the foundation beam to obtain a foundation beam with anchor holes; the distance between the two rows of anchor holes is equal to the thickness of the brick masonry wall; the interval between adjacent anchor holes in each row is 28 cm, the anchor holes have a depth of 11 cm and a hole diameter of 11 mm;

[0047] Step 3: Planting rebars in the rebar planting holes of the foundation beam with rebar planting holes obtained in step 2 to obtain a rebar planting foundation beam;

[0048] Step 4: Place the brick masonry wall with through-wall holes obtained in step 1 on the rebar-planted foundation beam obtained in step 3, then plant rebar in the through-wall holes, and then tie the rebar on the foundation beam to the rebar in the brick masonry wall to form a steel skeleton and obtain a rebar-planted structure; the rebar planting is carried out using B8 steel bars and rebar-planting glue, and the rebar planting depth is not less than 12d, where d is the diameter of the steel bar;

[0049] Step 5: Set a circle of templates higher than the foundation beam outside the foundation beam of the anchor structure obtained in step 4, then pour grouting material into the space enclosed by the template, and then remove the template after curing to obtain the sample to be tested; the strength of the grouting material is not less than C45;

[0050] Step 6: Place the sample to be tested obtained in Step 5 under the reaction frame, then install a load-sharing beam on the upper part of the reinforced brick wall of the sample to be tested, and then install two jacks on the load-sharing beam. The distance between the two jacks is one-third of the wall width, and the upper parts of the jacks are in contact with the lower surface of the reaction frame beam to obtain the device to be tested; the length of the load-sharing beam is greater than the length of the wall;

[0051] Step 7: Perform a pseudo-static test on the device to be tested obtained in step 6 to obtain pseudo-static test data of the reinforced brick masonry wall.

[0052] After testing, the loading effect of this embodiment is very ideal, typical "X"-shaped shear failure occurs, and accurate pseudo-static test data is obtained.

[0053] Example 2

[0054] This embodiment includes the following steps:

[0055] Step 1: Opening a row of through-wall holes at the bottom of a polypropylene mesh cement mortar reinforced brick masonry wall to obtain a reinforced brick masonry wall having through-wall holes; the distance between the through-wall holes in one row and the bottom of the wall is 10 cm, the interval between adjacent through-wall holes in one row is 25 cm, and the aperture of the through-wall holes is 10 mm;

[0056] Step 2: Open two rows of anchor holes on the top surface of the foundation beam to obtain a foundation beam with anchor holes; the distance between the two rows of anchor holes is equal to the thickness of the brick masonry wall; the interval between adjacent anchor holes in each row is 25 cm, the anchor holes have a depth of 10 cm and a hole diameter of 10 mm;

[0057] Step 3: Planting rebars in the rebar planting holes of the foundation beam with rebar planting holes obtained in step 2 to obtain a rebar planting foundation beam;

[0058] Step 4: Place the brick masonry wall with through-wall holes obtained in step 1 on the rebar-planted foundation beam obtained in step 3, then plant rebar in the through-wall holes, and then tie the rebar on the foundation beam to the rebar in the brick masonry wall to form a steel skeleton and obtain a rebar-planted structure; the rebar planting is carried out using B8 steel bars and rebar-planting glue, and the rebar planting depth is not less than 12d, where d is the diameter of the steel bar;

[0059] Step 5: Set a circle of templates higher than the foundation beam outside the foundation beam of the anchor structure obtained in step 4, then pour grouting material into the space enclosed by the template, and then remove the template after curing to obtain the sample to be tested; the strength of the grouting material is not less than C45;

[0060] Step 6: Place the sample to be tested obtained in Step 5 under the reaction frame, then install a load-sharing beam on the upper part of the reinforced brick wall of the sample to be tested, and then install two jacks on the load-sharing beam. The distance between the two jacks is one-third of the wall width, and the upper parts of the jacks are in contact with the lower surface of the reaction frame beam to obtain the device to be tested; the length of the load-sharing beam is greater than the length of the wall;

[0061] Step 7: Perform a pseudo-static test on the device to be tested obtained in step 6 to obtain pseudo-static test data of the reinforced brick masonry wall.

[0062] After testing, the loading effect of this embodiment is very ideal, typical "X"-shaped shear failure occurs, and accurate pseudo-static test data is obtained.

[0063] Example 3

[0064] This embodiment includes the following steps:

[0065] Step 1: Opening a row of through-wall holes at the bottom of a polypropylene mesh cement mortar reinforced brick masonry wall to obtain a reinforced brick masonry wall having through-wall holes; the distance between the through-wall holes in one row and the bottom of the wall is 15 cm, the interval between adjacent through-wall holes in one row is 30 cm, and the aperture of the through-wall holes is 12 mm;

[0066] Step 2: Open two rows of anchor holes on the top surface of the foundation beam to obtain a foundation beam with anchor holes; the distance between the two rows of anchor holes is equal to the thickness of the brick masonry wall; the interval between adjacent anchor holes in each row is 30 cm, the anchor holes have a depth of 12 cm and a hole diameter of 12 mm;

[0067] Step 3: Planting rebars in the rebar planting holes of the foundation beam with rebar planting holes obtained in step 2 to obtain a rebar planting foundation beam;

[0068] Step 4: Place the brick masonry wall with through-wall holes obtained in step 1 on the rebar-planted foundation beam obtained in step 3, then plant rebar in the through-wall holes, and then tie the rebar on the foundation beam to the rebar in the brick masonry wall to form a steel skeleton and obtain a rebar-planted structure; the rebar planting is carried out using B8 steel bars and rebar-planting glue, and the rebar planting depth is not less than 12d, where d is the diameter of the steel bar;

[0069] Step 5: Set a circle of templates higher than the foundation beam outside the foundation beam of the anchor structure obtained in step 4, then pour grouting material into the space enclosed by the template, and then remove the template after curing to obtain the sample to be tested; the strength of the grouting material is not less than C45;

[0070] Step 6: Place the sample to be tested obtained in Step 5 under the reaction frame, then install a load-sharing beam on the upper part of the reinforced brick wall of the sample to be tested, and then install two jacks on the load-sharing beam. The distance between the two jacks is one-third of the wall width, and the upper parts of the jacks are in contact with the lower surface of the reaction frame beam to obtain the device to be tested; the length of the load-sharing beam is greater than the length of the wall;

[0071] Step 7: Perform a pseudo-static test on the device to be tested obtained in step 6 to obtain pseudo-static test data of the reinforced brick masonry wall.

[0072] After testing, the loading effect of this embodiment is very ideal, typical "X"-shaped shear failure occurs, and accurate pseudo-static test data is obtained.

[0073] The above description is only a preferred embodiment of the present invention and does not limit the present invention in any way. Any simple modification, change and equivalent variation made to the above embodiment based on the essence of the invention technology shall still fall within the scope of protection of the technical solution of the present invention.

Claims

1. A pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall, characterized in that: The method comprises the following steps: Step 1: Open a row of through-wall holes at the bottom of the polypropylene mesh cement mortar reinforced brick masonry wall to obtain a brick masonry wall with through-wall holes; Step 2: Open two rows of rebar planting holes on the top surface of the foundation beam to obtain a foundation beam with rebar planting holes; Step 3: Planting rebar in the rebar planting holes of the foundation beam with rebar planting holes obtained in step 2 to obtain a rebar planting foundation beam; Step 4: Place the brick masonry wall with through-wall holes obtained in step 1 on the rebar-planted foundation beam obtained in step 3, then plant rebar in the through-wall holes, and then tie the rebar on the foundation beam to the rebar in the brick masonry wall to form a steel skeleton and obtain a rebar-planted structure. Step 5: Set a circle of templates higher than the foundation beam outside the foundation beam of the planted reinforcement structure obtained in step 4, then pour grouting material into the space surrounded by the template, and then remove the template after curing to obtain the sample to be tested; Step 6: Place the sample to be tested obtained in step 5 under the reaction frame, then install a load-sharing beam on the upper part of the brick wall of the sample to be tested, and then evenly install two jacks on the load-sharing beam, and make the upper parts of the jacks contact the lower surface of the reaction frame beam to obtain the device to be tested; Step 7: Perform a pseudo-static test on the device to be tested obtained in step 6 to obtain pseudo-static test data of the polypropylene mesh cement mortar reinforced brick masonry wall.

2. The pseudo-static test loading method for reinforced brick masonry wall with polypropylene mesh cement mortar according to claim 1, characterized in that: In step 1, the distance between a row of the through-wall holes and the bottom of the brick wall is 10 cm to 15 cm, the interval between adjacent through-wall holes in a row of the through-wall holes is 25 cm to 30 cm, and the aperture of the through-wall holes is 10 mm to 12 mm.

3. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: The distance between the two rows of anchor holes in step 2 is equal to the thickness of the brick wall.

4. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: In step 2, the interval between adjacent rebar planting holes in each row of the rebar planting holes is 25 cm to 30 cm, the hole depth of the rebar planting holes is 10 cm to 12 cm, and the hole diameter is 10 mm to 12 mm.

5. The pseudo-static test loading method for reinforced brick masonry wall with polypropylene mesh cement mortar according to claim 1, characterized in that: The anchoring described in step 4 is carried out using B8 steel bars and anchoring glue, and the anchoring depth is not less than 12d, where d is the diameter of the steel bar.

6. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: The strength of the grouting material described in step five is not less than C45.

7. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: The template described in step six is arranged along the outside of the foundation beam, and the height of the template exceeds the top surface of the foundation beam by more than 20 cm.

8. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: The length of the load-sharing beam described in step six is greater than the length of the brick masonry wall.

9. The pseudo-static test loading method for polypropylene mesh cement mortar reinforced brick masonry wall according to claim 1, characterized in that: The distance between the two jacks in step 6 is one third of the width of the brick wall.

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