Wall masonry method

Abstract

The invention relates to a wall building method, which comprises the following steps of: treating a base layer, shoveling soil, concrete laitance and disintegrating slag on the ground of a to-be-built wall by using a shovel and a chisel, and washing by using water to remove floating dust; paying-off and positioning are conducted, elevation lines of 1000 mm are popped on structural concrete wall columns, and wall body lines, door opening lines and filler wall vertical side lines are popped on the building ground; a building block arrangement diagram is woven, a story pole is manufactured, and lintel or ring beam position lines and wall tie bar position lines are popped on the structural walls and columns; planting steel bars, namely planting the steel bars in wall columns corresponding to the positions of upper and lower layer beam plates, horizontal tie bars and ring beams at the positions of the constructional columns; arranging the building blocks, selecting a proper combined brick arranging method, and determining the number of layers of the bricks; before building, building blocks are firstly arranged at the plane position, the aerated concrete building blocks are arranged between two frame columns in a dry mode in the axis direction, and gaps are well adjusted; and pouring ring beams, lintels and constructional columns.

Description

Technical Field

[0001] The invention relates to the field of wall construction, and in particular to a wall building method. Background Art

[0002] At present, most wall construction methods mainly include leveling the ground, then stacking the blocks in order, and bonding the upper and lower blocks with adhesives such as cement. This construction method is mostly suitable for walls with a low number of floors or heights, but for walls with a high number of floors or heights, this construction method will cause the wall structure to be weak in strength and more prone to collapse, and the steps of this construction method are also relatively cumbersome. Summary of the invention

[0003] The purpose of the present invention is to solve the shortcomings of the prior art and to propose a wall building method.

[0004] In order to achieve the above object, the present invention adopts the following technical solution: a wall building method, comprising the following steps: Base treatment: Use a shovel or chisel to remove the soil, concrete slurry and debris on the ground where the wall is to be built, and rinse it with water to remove the floating dust; Lay out and position, mark the 1000mm elevation line on the structural concrete wall column, mark the wall body line, door opening line, and infill wall vertical edge line on the floor; prepare the block arrangement diagram, make the skin number rod, mark the lintel or ring beam position line and wall reinforcement position line on the structural wall and column; for the external wall window opening, hang the line from the top of the building downward, draw the horizontal line for the windows on the same floor, and mark the opening edge line on the beam column to ensure that the outer edge line of the window is horizontal and vertical; Plant reinforcement in the upper and lower beams and slabs corresponding to the structural columns, horizontal tie bars, and wall columns corresponding to the ring beams; Block arrangement includes vertical block arrangement and plane block arrangement. Vertical block arrangement is to calculate the number of skins according to the net height of the wall, the height of the block and the thickness of the mortar joint, select the appropriate combined brick arrangement method, and determine the number of brick layers; plane block arrangement is to arrange the blocks at the plane position before masonry, and place the aerated concrete blocks along the axis direction between the two frame columns, adjust the gap, and arrange them at both ends of the wall. If the whole block cannot be arranged, the aerated concrete blocks are cut and sawed, but the length cannot be less than 1 / 3 of the whole block length; Casting of ring beams, lintels and structural columns.

[0005] Furthermore, the following requirements are also included in the layout and positioning construction: the number of poles is from top to bottom, the top is built with slanted bricks and prefabricated triangular concrete blocks, and the bottom is built with three layers of small bricks without anti-ridges; according to the layout results, check whether the floor at the location of the wall outline is flat, use M7.5 cement mortar for leveling, and then pull the line to check its flatness.

[0006] Furthermore, the following requirements are also included in the rebar planting construction: (1) Before rebar planting, the structural columns, ring beams, lintels and structural connection parts should be roughened; (2) The holes for rebar planting should be drilled with an impact drill. The drill bit diameter should be 2 mm larger than the rebar diameter. The rebar planting depth should not be less than 10D and should not be less than 100 mm; (3) After the rebar planting drilling is completed, the holes should be cleaned with a brush and a blower. The number of cleaning times should be no less than 3 times.

[0007] Furthermore, the following requirements are also included in the rebar planting construction: (1) When injecting the rebar planting glue, the air in the hole should not be hindered from being discharged. The injection amount should be 2 / 3 of the hole depth, and a small amount of glue should be ensured to overflow the hole after the steel bar is implanted; after the rebar planting glue is injected, the steel bar should be immediately rotated in a single direction and inserted into the hole until it reaches the bottom of the hole; it is strictly forbidden to plant the rebar by dipping the rebar in the glue and then directly inserting it into the hole; (2) After the rebar is implanted, the rebar planting glue should be allowed to cure for 24 hours; during the curing period of the rebar planting glue, the rebar should not be disturbed; (3) After the rebar is cured, on-site physical inspection should be carried out in a timely manner in accordance with the requirements of the specifications; (4) Before carrying out large-scale rebar planting construction, sample rebar should be planted on site first, and then random sampling should be carried out on site to conduct pull-out resistance test on the manufacturer's anchor glue anchored rebar. Only after passing the test can large-scale rebar planting be carried out.

[0008] Furthermore, the following requirements are included in the block arrangement construction: (1) on the day of masonry, the masonry surface of the blocks is sprayed with water to moisten the blocks to a degree of 3-5 mm; (2) before the filling wall is constructed, C20 fine stone concrete is used to cast a 200 mm high step with the same width as the wall at the corresponding position of all filling walls around the water room; a 200 mm high C20 concrete base strip is added at the base of the balcony, terrace, bathroom, and kitchen, with the same width as the upper wall.

[0009] Furthermore, the following requirements are also included in the block arrangement construction: (1) The block laying is carried out by first laying mortar and then pressing bricks for correction. The mortar is spread with a mortar shovel according to the mortar joint thickness requirements, and the mortar laying length shall not exceed 1500mm; the block is aligned with the masonry line and placed steadily, squeezed, and hammered with a wooden hammer until it is tightly combined with the mortar; (2) The mortar of the horizontal mortar joint should be full, and the mortar fullness of the horizontal mortar joint shall not be less than 80%. The mortar joint should be horizontal and vertical, and the mortar is full. The vertical mortar joints should be filled with internal and external plywood, and no transparent joints, blind joints or false joints should appear. The mortar fullness of the horizontal mortar joints shall not be less than 80%; (3) Each layer of bricks should be checked by drawing a line to make the horizontal joints uniform, straight and smooth; (4) The masonry should be carried out sequentially from the corner or the intersection wall. The internal and external walls should be built at the same time, and the vertical and horizontal walls should be built crosswise. When laying bricks, the joints should be staggered up and down, the filling wall should not have continuous joints, and the lap length should not be less than 1 / 3 of the length of the brick blocks; (5) At the T-joint position where no structural columns are set, the end faces of the horizontal wall bricks should be exposed and centered on the vertical wall bricks; (6) The corners and joints of the brick wall should be laid at the same time, and it is strictly prohibited to lay the inner and outer walls separately without reliable measures; temporary breaks that cannot be laid at the same time and must be left should be laid into inclined joints, and the horizontal projection length of the inclined joints should not be less than 2 / 3 of the height; when filling temporary breaks, the mortar and debris at the joints should be cleaned, watered to make them moist, and filled with mortar to keep the joints straight.

[0010] Furthermore, during the construction of ring beams, lintels and structural columns, in addition to the structural columns clearly marked in the structural drawings, if the infill wall meets any of the following conditions, structural columns must be set as required: (1) When the size of the door and window opening is ≥2m, structural columns must be set on both sides; (2) When the wall length is ≥5m or twice the floor height, structural columns shall be set at intervals of 3m; (3) When the end of the infill wall is unconstrained or has a concrete wall (column), a structural column is set at the end; (4) Structural columns should be installed at the intersections of different walls; (5) Structural columns are installed at the corners of brick elevator shafts.

[0011] Furthermore, the construction requirements of the structural column include the following: (1) The masonry is built in the form of tooth joints at the structural column. The tooth joints are left from the root according to the principle of retreating first and advancing later. The advance and retreat size is 60mm, and the height of the gap is staggered by one layer of aerated concrete blocks; (2) The structural column formwork uses 15 thick plywood, the secondary back ribs are made of wooden squares, and are placed vertically on the ground; the main ribs are made of wooden squares, with a horizontal spacing of 500mm, and a row of A14 is set in the middle of the column. Tension screws; (3) The structural column reinforcement should be anchored into the upper and lower beams and slabs at La; (4) The main reinforcement of the structural column is tied and overlapped, with a lap length of 50d and a reinforcement protective layer thickness of 20mm; (5) The concrete of the structural column can be poured in sections, each time pouring to the ring beam or window sill top position; (6) When the structural column formwork is supported to a height of 300mm from the bottom of the beam, a 45° angle concrete pouring feed port is set on the formwork. After the concrete is poured and reaches initial setting, the triangular part of the concrete is chiseled off.

[0012] Furthermore, the construction of ring beams and lintels includes the following requirements: when there is no beam or slab at the top of the infill wall, a top ring beam is set at the top of the wall, and the longitudinal reinforcement is anchored into the concrete column and wall La; when the wall height is >4m, a full-length concrete structural belt should be added every 2m; where there is no beam at the top of the door and window openings in the infill wall, reinforced concrete lintels are set; if the opening is close to the concrete column or wall or the length of the infill wall beside the concrete column or wall is less than the supporting length of the lintel, the longitudinal reinforcement of the lintel should be reserved in the column first, and then the lintel should be cast; when the distance from the top of the door and window opening to the bottom of the floor beam is ≤h+100mm and it is impossible to set a separate lintel, the lintel at the top of the opening and the floor beam are cast at the same time; the lintel is 250mm deep in the width of the opening.

[0013] Furthermore, the construction of ring beams and lintels also includes the following requirements: the steel bars of ring beams and lintels are tied and overlapped, the overlap length is 60d, and the thickness of the steel bar protective layer is 20mm; the formwork is made of 15mm thick multi-layer board, the secondary and main ribs are made of wooden squares, and the secondary ribs are arranged parallel to the beam direction; the lintel bottom formwork is made of a combination of 15mm thick multi-layer board, wooden squares, and steel pipe formwork.

[0014] The beneficial effects of the present application are as follows: the wall building method provided by the present application is simple and highly operable, the wall structure built by the method has good stability and high strength, and is suitable for wall building with a high number of floors and a high height. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 The present invention provides a construction process flow chart of reinforcing bar embedding in a wall building method.

[0016] Figure 2 A schematic diagram of the cross-sectional structure of a structural column in a wall building method provided by the present invention.

[0017] Figure 3A schematic diagram of the structure of a structural column in a normal position in a wall building method provided by the present invention; Figure 4 A schematic diagram of the structure of structural columns at door and window openings in a wall building method provided by the present invention.

[0018] Figure 5 The present invention provides a schematic structural diagram of the overall arrangement of structural columns, ring beams, lintels and horizontal reinforcement in a wall building method provided by the present invention. DETAILED DESCRIPTION

[0019] The present application is further described in detail below by specific embodiments in conjunction with the accompanying drawings. Wherein similar elements in different embodiments adopt associated similar element numbers. In the following embodiments, many detailed descriptions are intended to enable the present application to be better understood. However, those skilled in the art can easily recognize that some of the features can be omitted in different situations, or can be replaced by other elements, materials, and methods. In some cases, some operations related to the present application are not shown or described in the specification, in order to avoid the core part of the present application being overwhelmed by too much description, and for those skilled in the art, it is not necessary to describe these related operations in detail, and they can fully understand the related operations based on the description in the specification and the general technical knowledge in the art.

[0020] In addition, the features, operations or characteristics described in the specification can be combined in any appropriate manner to form various implementations, and the operation steps involved in each embodiment can also be replaced or adjusted in a sequence in a manner that is obvious to those skilled in the art. Therefore, the specification and drawings are only for the purpose of clearly describing a certain embodiment and do not mean that the composition and / or sequence are necessary.

[0021] The serial numbers assigned to the components herein, such as "first", "second", etc., are only used to distinguish the objects described and do not have any order or technical meaning. The "connection" and "coupling" mentioned in this application, unless otherwise specified, include direct and indirect connections (couplings).

[0022] Please refer to Figure 1-5 The present application provides a wall construction method, which includes the following steps: (1) base treatment; (2) positioning; (3) reinforcing bar planting; (4) laying blocks; (5) casting ring beams, lintels and structural columns. These steps are described in detail below.

[0023] (1) Base treatment: Use a shovel or chisel to remove the soil, concrete slurry, and debris on the ground where the wall is to be built, and rinse it with water to remove the floating dust.

[0024] (2) Laying out and positioning. Mark the +1000mm elevation line on the structural concrete wall column. According to the design documents, mark the wall line, door opening line, and infill wall vertical edge line on the floor. Prepare a block arrangement diagram, make a skin number rod, and mark the lintel or ring beam position line and wall reinforcement position line on the structural wall and column. For the external wall window opening, a line should be hung from the top of the building downwards, and a horizontal line should be drawn for the windows on the same floor. The edge line of the opening should be marked on the beam column to ensure that the outer edge line of the window is horizontal and vertical. Handle the handover inspection procedures. The skin number rod is from top to bottom, and the top is slanted brick top masonry and prefabricated triangular concrete blocks are required. The bottom without anti-slope is built with three layers of small bricks. According to the laying out results, check whether the floor is flat at the location of the wall body outline. Use M7.5 cement mortar for leveling, and then draw a line to check its flatness.

[0025] (3) Rebar implantation. Figure 1 As shown, Figure 1 The construction process flow chart of rebar planting. The construction requirements of rebar planting include the following: (a) The locations where reinforcement is required include the upper and lower beams and slabs corresponding to the structural columns, the horizontal tie bars and the wall columns corresponding to the ring beams. The sizes of the embedded reinforcement bars include C6, C10, C14, or C16.

[0026] (b) Before embedding the steel bars, the connection parts between the structural columns, ring beams, lintels and the structure should be roughened.

[0027] (c) The holes for embedding reinforcement shall be drilled with an impact drill. The diameter of the drill bit shall be 2mm larger than the diameter of the reinforcement. The embedding depth shall not be less than 10D and shall not be less than 100mm.

[0028] (d) After the drilling of the reinforcement holes is completed, the holes should be cleaned with a brush and a blower. The number of cleaning times should be no less than 3 times.

[0029] (e) When preparing adhesives, proceed according to the professional instructions and use them within the specified time.

[0030] (f) When injecting the rebar embedding glue, the air in the hole should not be blocked from being discharged. The amount of glue injected should be 2 / 3 of the hole depth, and a small amount of glue should be allowed to overflow from the hole after the rebar is implanted. After the rebar embedding glue is injected, the rebar should be immediately inserted in a single direction until the bottom of the hole. It is strictly forbidden to embed the rebar by dipping the rebar in glue and then directly inserting it into the hole.

[0031] (g) After the steel bars are implanted, the cementing glue should be allowed to cure for 24 hours. During the curing period, the steel bars must not be disturbed.

[0032] (h) After the steel bars have been cured, on-site physical testing (pull-out test) shall be carried out promptly in accordance with the requirements of the specifications.

[0033] (i) Before carrying out large-scale rebar planting construction, sample rebar planting should be carried out on site first, and then random sampling should be carried out on site to conduct pull-out resistance tests on the manufacturer's anchoring glue and anchoring steel bars. Only after passing the test can large-scale rebar planting be carried out.

[0034] (4) Masonry blocks. The construction requirements for masonry blocks include the following: (a) On the day of masonry, the masonry surface of the blocks should be sprayed with water to moisten them. The amount of water sprayed should be such that the blocks are moistened to a depth of 3 to 5 mm.

[0035] (b) Before the infill wall is constructed, a 200mm high step with the same width as the wall shall be cast with C20 fine stone concrete at the corresponding position of all infill walls around the water room; a 200mm high C20 concrete base strip with the same width as the upper wall shall be added at the base of the balcony, terrace, bathroom and kitchen (including pipe well). It is strictly forbidden to use wire to penetrate the mold to create a step.

[0036] (c) Block arrangement Facade brick arrangement: Calculate the number of layers according to the net height of the wall, the height of the bricks and the thickness of the mortar joints, select the appropriate combined brick arrangement method, and determine the number of brick layers. Attention should be paid to the height and position of the door opening lintel and ring beam. When building the exterior wall, the facade brick arrangement should also consider the height and position of the window opening.

[0037] Plane block arrangement: Before laying, the blocks should be arranged in the plane position. Place the aerated concrete blocks along the axis direction between the two frame columns, adjust the gap (pay attention to the treatment of the door opening and the structural column), and when they are arranged at both ends of the wall, if the whole block cannot be arranged, the aerated concrete blocks can be cut and sawed, but the length cannot be less than 1 / 3 of the whole block length. When aerated concrete blocks are laid with dry mortar, the width of the horizontal and vertical mortar joints are both 10~15mm.

[0038] (d) Block cutting should be done with portable tools or small cutters. It is strictly forbidden to chop with axes, trowels, etc. Mortar should be used with the block.

[0039] (e) The masonry is laid by first spreading mortar and then pressing bricks for correction. The mortar is spread with a mortar shovel according to the mortar joint thickness requirements. The mortar spreading length shall not exceed 1500mm, and the amount of mortar used for two masonry blocks is appropriate. Then the masonry blocks are aligned with the masonry line and placed steadily, squeezed, and hammered with a wooden hammer until they are tightly combined with the mortar. It is required to lay and correct one block at a time during the masonry process to minimize the number of reworks.

[0040] (f) The mortar of horizontal joints should be full. The fullness of mortar should not be less than 80%. The joints should be horizontal and vertical. The mortar is full. Vertical joints should be filled with internal and external plywood. No transparent joints, blind joints or false joints should appear. The fullness of mortar of horizontal joints should not be less than 80%.

[0041] (g) Each layer of bricks should be checked for leveling, so that the horizontal joints are uniform, straight and smooth. It is advisable to use an external hand hanging line to ensure the flatness of both sides of the brick wall, thereby controlling the thickness of the plaster. The mortar joints should be pointed as the masonry is laid. After each layer of bricks is laid and corrected in place, the vertical joints are filled with mortar, and then the mortar joints are tightened to a depth of 2 to 3 mm.

[0042] (h) The upper blocks can be laid only after the mortar of the horizontal joints of the first layer of blocks has initially set. The daily laying height should be controlled within 1.8m. A gap (18cm~20cm) should be reserved between the top surface of the masonry wall and the bottom surface of the reinforced concrete beam (slab). The gap should be filled 15 days after the wall is completed. The gap is laid with inclined bricks, and the middle and both sides are filled with prefabricated triangular blocks.

[0043] (i) The masonry should be laid sequentially starting from the corners or intersection walls. The inner and outer walls should be laid simultaneously. The vertical and horizontal walls should be laid crosswise. The joints should be staggered up and down during the masonry work. The infill walls should not have continuous joints. The overlap length should not be less than 1 / 3 of the length of the masonry block.

[0044] (j) Where no T-joint is provided for a structural column, the end faces of the transverse wall blocks should be exposed and centered on the longitudinal wall blocks.

[0045] (k) The corners and joints of the block wall should be built at the same time. It is strictly forbidden to build the inner and outer walls separately without reliable measures. Temporary breaks that cannot be built at the same time and must be left should be built into inclined joints, and the horizontal projection length of the inclined joints shall not be less than 2 / 3 of the height. When repairing temporary breaks, the mortar and debris at the joints should be cleaned, watered and moistened, and filled with mortar to keep the mortar joints straight.

[0046] (5) Casting of ring beams, lintels and structural columns. The requirements for setting structural columns include the following: 1) In addition to the structural columns clearly marked in the structural drawings, if the infill wall meets any of the following conditions, structural columns must be set as required: a. When the size of door and window openings is ≥2m, structural columns must be set on both sides; b. When the wall length is ≥5m or twice the floor height, structural columns shall be set at intervals of 3m; c. When the end of the infill wall is unconstrained or has a concrete wall (column), a structural column is set at the end; d. Structural columns should be set at the intersections of different walls; e. Structural columns are installed at the corners of brick elevator shaft.

[0047] like Figure 2 As shown, it shows a schematic diagram of the cross-section structure of the structural column. In the figure, the wall thickness is 190 (90) × 200, the reinforcement is 4C10, and the stirrups are C6@200.

[0048] 2) Construction requirements for structural columns include the following: a. The masonry at the structural column position is built in a tooth-shaped form. The tooth-shaped joint is left from the root according to the principle of retreating first and advancing later. The advance and retreat size is 60mm, and the height of the aerated concrete block is staggered at intervals of one layer.

[0049] b. The formwork of the structural column is made of 15mm thick plywood, the secondary back ribs are made of wooden squares, and are placed vertically on the ground; the main ribs are made of wooden squares, and the horizontal spacing is 500mm. A row of A14 tension screws is set in the middle of the column.

[0050] c. The structural column reinforcement should be anchored into the upper and lower beams and slabs at each La.

[0051] d. The main reinforcement of the structural column is overlapped by binding, the overlap length is 50d, and the thickness of the steel bar protective layer is 20mm.

[0052] e. The concrete of the structural column can be poured in sections, each time pouring to the top of the ring beam or window sill.

[0053] f. When the formwork of the structural column reaches 300mm above the bottom of the beam, use the formwork to set up a 45° angle concrete pouring feed port. After the concrete is poured and reaches initial setting, the concrete in this triangular part is chiseled off. Figure 3 As shown in the figure, it shows the structural diagram of the structural column in the normal position; Figure 4 As shown, it shows the structural schematic diagram of the structural columns at the door and window openings.

[0054] 3) The construction process of ring beam and lintel includes the following: When there is no beam or slab at the top of the infill wall, a top ring beam is set at the top of the wall, and the longitudinal reinforcement is anchored into the concrete column and wall La. When the wall height is greater than 4m, a full-length concrete structural belt should be added every 2m (or above and below the window, above the door). Where there is no beam at the top of the door and window openings in the infill wall, a reinforced concrete lintel is set. If the opening is close to the concrete column or wall or the length of the infill wall beside the concrete column or wall is less than the support length of the lintel, the longitudinal reinforcement of the lintel should be reserved in the column first, and then the lintel should be cast. When the distance from the top of the door and window opening to the bottom of the floor beam is ≤h (lintel height) +100mm and it is impossible to set up a separate lintel, the top lintel of the opening and the floor beam are cast at the same time. The lintel is 250mm deep in the width of the opening. The ring beam can also serve as a lintel, but the position size and reinforcement of the lintel should meet the requirements of the lintel. When there is a door opening in the wall, the ring beam also serves as a lintel. The connected wall ring beams are set at the same elevation. The exterior wall needs to be equipped with window sill beams, with the ends extending 250mm on both sides. When the elevator is surrounded by infill walls, ring beams should be set at intervals along the height according to the elevator sample. The ring beam width is the same as the wall, the height is 00, the reinforcement is 2C12 above and below, and the stirrups are 6@150. If there is no sample reference during construction, ring beams should be set every half floor and not more than 2m. GZa: 200×200, 4C12, C6@200 are set at the corners of the elevator shaft infill wall.

[0055] 4) The construction requirements for ring beams and lintels are as follows: The reinforcement of ring beams and lintels are tied and overlapped, with an overlap length of 60d and a reinforcement protective layer thickness of 20mm. The formwork is made of 15mm thick multilayer board, and the secondary and main ribs are made of wood. The secondary ribs are arranged parallel to the beam direction; the bottom formwork of the lintel is in the form of 15mm thick multilayer board + wood + steel pipe formwork.

[0056] 5) Setting and construction of horizontal tie bars. A 2C6 horizontal tie bar is set every 500mm or two layers of bricks according to the wall height range. It is advisable to arrange it along the entire length of the wall (the length of penetration into the wall is not less than 600mm). The tie bar is connected to the main structure by planting bars. When connecting horizontal tie bars, tie overlap is adopted, and the overlap length is 400mm. When mortar masonry is adopted, the protective layer thickness of the horizontal tie bar is controlled at 20mm. The horizontal tie bar should be passed through the structural column and pass through the inner side of the main reinforcement of the structural column.

[0057] The above embodiments are only for illustrating the technical concept and features of the present invention, and their purpose is to enable people familiar with the technology to understand the content of the present invention and implement it accordingly, and they cannot be used to limit the protection scope of the present invention. Any equivalent changes or modifications made according to the spirit of the present invention should be included in the protection scope of the present invention.

Claims

1. A wall building method, characterized in that: The following steps are involved: Base treatment: Use a shovel or chisel to remove the soil, concrete slurry and debris on the ground where the wall is to be built, and rinse it with water to remove the floating dust; Lay out and position, mark the 1000mm elevation line on the structural concrete wall column, mark the wall body line, door opening line, and infill wall vertical edge line on the floor; prepare the block arrangement diagram, make the skin number rod, mark the lintel or ring beam position line and wall reinforcement position line on the structural wall and column; for the external wall window opening, hang the line from the top of the building downward, draw the horizontal line for the windows on the same floor, and mark the opening edge line on the beam column to ensure that the outer edge line of the window is horizontal and vertical; Plant reinforcement in the upper and lower beams and slabs corresponding to the structural columns, horizontal tie bars, and wall columns corresponding to the ring beams; Block arrangement includes vertical block arrangement and plane block arrangement. Vertical block arrangement is to calculate the number of skins according to the net height of the wall, the height of the block and the thickness of the mortar joint, select the appropriate combined brick arrangement method, and determine the number of brick layers; plane block arrangement is to arrange the blocks at the plane position before masonry, and place the aerated concrete blocks along the axis direction between the two frame columns, adjust the gap, and arrange them at both ends of the wall. If the whole block cannot be arranged, the aerated concrete blocks are cut and sawed, but the length cannot be less than 1 / 3 of the whole block length; Casting of ring beams, lintels and structural columns.

2. The wall building method according to claim 1, characterized in that: The following requirements are also included in the layout and positioning construction: the number of poles is from top to bottom, the top is built with slanted bricks and prefabricated triangular concrete blocks, and the bottom is built with three layers of small bricks without anti-ridges; according to the layout results, check whether the floor at the location of the wall outline is flat, use M7.5 cement mortar for leveling, and then pull the line to check its flatness.

3. The wall building method according to claim 1, characterized in that: The following requirements are also included in the rebar planting construction: (1) Before rebar planting, the structural columns, ring beams, lintels and structural connection parts should be roughened; (2) The holes for rebar planting should be drilled with an impact drill. The drill bit diameter should be 2 mm larger than the rebar diameter. The rebar planting depth should not be less than 10D and should not be less than 100 mm; (3) After the rebar planting holes are drilled, they should be cleaned with a brush and a blower. The number of cleaning times should be no less than 3 times.

4. The wall building method according to claim 3, characterized in that: The following requirements are also included in the rebar planting construction: (1) When injecting the rebar planting glue, the air in the hole should not be hindered from being discharged. The injection amount should be 2 / 3 of the hole depth, and a small amount of glue should be ensured to overflow the hole after the steel bar is implanted; after the rebar planting glue is injected, the steel bar should be immediately rotated in a single direction and inserted into the hole until it reaches the bottom of the hole; it is strictly forbidden to plant the rebar by dipping the rebar in the glue and then directly inserting it into the hole; (2) After the rebar is implanted, the rebar planting glue should be allowed to cure for 24 hours; during the curing period of the rebar planting glue, the rebar should not be disturbed; (3) After the rebar is cured, on-site physical inspection should be carried out in a timely manner in accordance with the requirements of the specifications; (4) Before carrying out large-scale rebar planting construction, sample rebar should be planted on site first, and then random sampling should be carried out on site to conduct pull-out resistance test on the manufacturer's anchor glue anchored rebar. Only after passing the test can large-scale rebar planting be carried out.

5. The wall building method according to claim 1, characterized in that: The following requirements are included in the block arrangement construction: (1) On the day of masonry, the masonry surface of the blocks is sprayed with water to moisten the blocks to a degree of 3-5 mm; (2) Before the filling wall is constructed, C20 fine stone concrete is used to cast a 200 mm high step with the same width as the wall at the corresponding position of all filling walls around the water room; a 200 mm high C20 concrete base strip is added at the base of the balcony, terrace, bathroom, and kitchen, with the same width as the upper wall.

6. The wall building method according to claim 5, characterized in that: The following requirements are also included in the block arrangement construction: (1) The block laying is carried out by first laying mortar and then pressing bricks for correction. The mortar is spread with a mortar shovel according to the mortar joint thickness requirements, and the mortar laying length shall not exceed 1500mm; the blocks are aligned with the masonry line and placed steadily, squeezed, and hammered with a wooden hammer until they are tightly combined with the mortar; (2) The mortar of the horizontal mortar joints should be full, and the mortar fullness of the horizontal mortar joints shall not be less than 80%. The mortar joints should be horizontal and vertical, and the mortar is full. The vertical mortar joints should be filled with internal and external plywood, and no transparent joints, blind joints or false joints should appear. The mortar fullness of the horizontal mortar joints shall not be less than 80%; (3) Each layer of bricks should be checked by drawing a line to make the horizontal joints uniform, straight and smooth; (4) The masonry should be carried out sequentially from the corners or cross walls. The internal and external walls should be built at the same time, and the vertical and horizontal walls should be built crosswise. When laying bricks, the joints should be staggered up and down, the filling wall should not have continuous joints, and the lap length should not be less than 1 / 3 of the length of the brick blocks; (5) At the T-joint position where no structural columns are set, the end faces of the horizontal wall bricks should be exposed and centered on the vertical wall bricks; (6) The corners and joints of the brick wall should be laid at the same time, and it is strictly prohibited to lay the inner and outer walls separately without reliable measures; temporary breaks that cannot be laid at the same time and must be left should be laid into inclined joints, and the horizontal projection length of the inclined joints should not be less than 2 / 3 of the height; when filling temporary breaks, the mortar and debris at the joints should be cleaned, watered to make them moist, and filled with mortar to keep the joints straight.

7. The wall building method according to claim 1, characterized in that: During the construction of ring beams, lintels and structural columns, in addition to the structural columns clearly marked in the structural drawings, if the infill wall meets any of the following conditions, structural columns must be set as required: (1) When the size of the door and window opening is ≥2m, structural columns must be set on both sides; (2) When the wall length is ≥5m or twice the floor height, structural columns shall be set at intervals of 3m; (3) When the end of the infill wall is unconstrained or has a concrete wall (column), a structural column is set at the end; (4) Structural columns should be installed at the intersections of different walls; (5) Structural columns are installed at the corners of brick elevator shafts.

8. The wall building method according to claim 7, characterized in that: The construction requirements of structural columns include the following: (1) The masonry is built in the form of tooth joints at the structural column. The tooth joints are left from the root according to the principle of retreating first and advancing later. The advance and retreat size is 60mm, and the height of the joints is staggered by one layer of aerated concrete blocks; (2) The structural column formwork uses 15 thick plywood, the secondary back ribs are made of wooden squares, and are placed vertically on the ground; the main ribs are made of wooden squares, with a horizontal spacing of 500mm, and a row of A14 is set in the middle of the column. Tension screws; (3) The structural column reinforcement should be anchored into the upper and lower beams and slabs at La; (4) The main reinforcement of the structural column is tied and overlapped, with a lap length of 50d and a reinforcement protective layer thickness of 20mm; (5) The concrete of the structural column can be poured in sections, each time pouring to the ring beam or window sill top position; (6) When the structural column formwork is supported to a height of 300mm from the bottom of the beam, a 45° angle concrete pouring feed port is set on the formwork. After the concrete is poured and reaches initial setting, the triangular part of the concrete is chiseled off.

9. The wall building method according to claim 8, characterized in that: The construction of ring beams and lintels includes the following requirements: when there is no beam or slab at the top of the infill wall, a top ring beam is set at the top of the wall, and the longitudinal reinforcement is anchored into the concrete column and wall La; when the wall height is >4m, a full-length concrete structural belt should be added every 2m; where there is no beam at the top of the door and window openings in the infill wall, reinforced concrete lintels are set; if the opening is close to the concrete column or wall or the length of the infill wall beside the concrete column or wall is less than the supporting length of the lintel, the longitudinal reinforcement of the lintel should be reserved in the column first, and then the lintel should be cast; when the distance from the top of the door and window opening to the bottom of the floor beam is ≤h+100mm and it is impossible to set a separate lintel, the lintel at the top of the opening and the floor beam should be cast at the same time; the lintel is 250mm deep in the width of the opening.

10. The wall building method according to claim 9, characterized in that: The construction of ring beams and lintels also includes the following requirements: the steel bars of ring beams and lintels are all tied and overlapped, the overlap length is 60d, and the thickness of the steel bar protective layer is 20mm; the formwork is made of 15mm thick multi-layer board, the secondary and main ribs are made of wooden squares, and the secondary ribs are arranged parallel to the beam direction; the lintel bottom formwork is a combination of 15mm thick multi-layer board, wooden squares, and steel pipe formwork.

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