Construction method of a fill wall connectable to a hanging plate

Abstract

The application relates to a filling wall construction method capable of being connected with a hanging plate, which is based on a floor space enclosed by a floor bottom plate, a floor top plate and a floor side plate, and is used for the construction of a filling wall between a first wall body and a second wall body in the space, and comprises the following steps: S1, constructing a guide wall on the floor bottom plate between the first wall body and the second wall body; S2, constructing a latticed column with a top end connected with the floor top plate on the guide wall; S3, respectively installing filling batten between the latticed column and the first wall body and between the latticed column and the second wall body from bottom to top in sequence with the top surface of the guide wall as a base surface, and reserving a pouring cavity at a design position of a ring beam body in the installation process; the application is characterized in that the guide wall and the latticed column are integrally poured first, the filling batten is then constructed, and finally the ring beam body is constructed to complete the construction of the filling wall, compared with a conventional construction mode of cross construction, latticed column construction and ring beam construction, the application reduces the cross of working faces and reduces the complexity of the process, thereby increasing the construction efficiency.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a construction method of a filling wall connected with a hanging plate. BACKGROUND

[0002] The filling wall is a wall body built with bricks or light-weight concrete blocks between the structural frame beams and columns, which can be used for both exterior walls and interior walls, and the construction sequence is to build the filling wall after the completion of the frame.

[0003] The conventional masonry filling wall construction involving heavy and finely decorated hanging plates needs to build a circle beam and a structural column with a height of about 2.5 m, and then build the filling wall upward, and then pour the circle beam and the structural column, which is complicated and time-consuming in the whole process, and wastes materials. SUMMARY

[0004] The present application aims to overcome the defects of the prior art, and provides a construction method of a filling wall connected with a hanging plate, which solves the problem of complicated and low-efficiency filling wall construction for heavy hanging plate connection in the prior art.

[0005] To achieve the above-mentioned purpose, the present application provides a construction method of a filling wall connected with a hanging plate, which is based on a floor space enclosed by a floor plate, a roof plate and a side plate, and is used for the construction of a filling wall between a first wall body and a second wall body in the space, and comprises the following steps:

[0006] S1, constructing a guide wall on the floor plate between the first wall body and the second wall body;

[0007] S2, constructing a lattice column with a top end connected with the roof plate on the guide wall;

[0008] S3, installing filling batten plates from bottom to top in sequence between the lattice column and the first wall body and between the lattice column and the second wall body with the top surface of the guide wall as the base surface, and reserving a pouring cavity at the design position of the circle beam body during the installation process;

[0009] The step of reserving the pouring cavity comprises: installing a supporting plate with a bottom surface leveled with the design top elevation of the circle beam body on the lattice column and the first wall body or on the lattice column and the second wall body before the filling batten plates installed from bottom to top are installed to the design position of the circle beam body; when the filling batten plates installed from bottom to top are installed to the position close to the design bottom elevation of the circle beam body, stopping the installation of the filling batten plates below the design position of the circle beam body, and instead continuing the installation of the filling batten plates from bottom to top with the common supporting surface of the supporting plates installed on the lattice column and the first wall body or on the lattice column and the second wall body as the base surface, at which time the filling batten plates installed above the design elevation of the circle beam body and the filling batten plates installed below the design elevation of the circle beam body form the reserved pouring cavity together with the lattice column and the first wall body or the lattice column and the second wall body;

[0010] S4, constructing the ring beam body inside the pouring cavity, and completing the construction of the filler wall after the ring beam body is formed.

[0011] Further, the step S1 comprises:

[0012] Two forms are arranged between the first wall and the second wall with the design thickness of the filler wall as the interval;

[0013] The space enclosed by the first wall, the second wall and the two forms is poured with concrete to the design height;

[0014] The form is removed after the concrete is solidified to form the guide wall.

[0015] Further, the step S2 comprises:

[0016] The enclosure form is erected from the middle of the top end of the guide wall to the roof slab, and a concrete pouring opening is reserved at the top;

[0017] The concrete is poured into the enclosure form from the concrete pouring opening to the bottom surface of the roof slab;

[0018] The enclosure form is removed after the concrete is solidified to form the lattice column.

[0019] Further, the step of installing the filler strip in the step S3 comprises: fixing strip tube clamps on the upper sides of both ends of the filler strip respectively, then placing the filler strip transversely between the lattice column and the first wall or between the lattice column and the second wall, and connecting the strip tube clamps fixed at both ends of the filler strip with the lattice column and the first wall or the lattice column and the second wall respectively, to complete the installation of the filler strip between the lattice column and the first wall or between the lattice column and the second wall.

[0020] Further, the step S4 comprises: arranging a blocking form on any side of the pouring cavity; filling the concrete on the other side of the pouring cavity; and removing the blocking form after the concrete is solidified to form the ring beam body.

[0021] Compared with the prior art, the present application has the following beneficial effects:

[0022] 1. The guide wall and the lattice column are poured integrally first, then the filler strip is constructed, and finally the ring beam body is constructed to complete the construction of the filler wall, which reduces the crossing of working faces and the complexity of the process compared with the conventional construction method of crossing the construction of masonry, lattice column and ring beam, thereby increasing the construction efficiency.

[0023] 2. The filler strip is used to replace the bricks, which can not only ensure the structural strength, but also increase the construction efficiency and reduce the material waste caused by cutting bricks.

[0024] 3, filling strip board installation is easier to keep the support surface level than brick masonry, can increase the overall wall visual quality and entity quality, has good application prospect. BRIEF DESCRIPTION OF DRAWINGS

[0025] Figure 1 for the invention a hanging plate connected filling wall construction completed schematic diagram;

[0026] Figure 2 for the invention a hanging plate connected filling wall construction method in the supporting plate schematic diagram;

[0027] Figure 3 for the invention a hanging plate connected filling wall construction method in the strip plate pipe card and filling strip board connection schematic diagram;

[0028] Figure 4 for the invention a hanging plate connected filling wall construction method steps S1-S2 schematic diagram;

[0029] Figure 5 for the invention a hanging plate connected filling wall construction method in the supporting plate installation schematic diagram;

[0030] Figure 6 for the invention a hanging plate connected filling wall construction method steps S3 schematic diagram;

[0031] Figure 7 for the invention a hanging plate connected filling wall construction method construction of filling wall for hanging plate connection schematic diagram.

[0032] BRIEF DESCRIPTION OF DRAWINGS: 1, the first wall; 2, the second wall; 3, the floor; 4, the roof; 5, guide wall; 6, lattice column; 7, supporting plate; 8, filling strip board; 9, pouring cavity; 10, ring beam body; 11, strip plate pipe card. DETAILED DESCRIPTION

[0033] The invention will be further described below in conjunction with the drawings and specific embodiments.

[0034] Please refer to the attached Figures 1-6The application provides a filling wall construction method capable of being connected with a hanging plate, which is based on a floor space enclosed by a floor bottom plate 3, a floor top plate 4 and a floor side plate, and is used for the construction of a filling wall between a first wall body 1 and a second wall body 2 in the space, and comprises the following steps: S1, constructing a guide wall 5 on the floor bottom plate 3 between the first wall body 1 and the second wall body 2; S2, constructing a lattice column 6 with a top end connected with the floor top plate 4 on the guide wall 5; S3, sequentially installing filling batten boards 8 from bottom to top with the top surface of the guide wall 5 as a base surface between the lattice column 6 and the first wall body 1 and between the lattice column 6 and the second wall body 2 respectively, and reserving a pouring cavity 9 at the designed position of a ring beam body 10 in the installation process; and S4, constructing the ring beam body 10 in the pouring cavity 9, and completing the construction of the filling wall after the ring beam body 10 is formed.

[0035] The guide wall 5 and the lattice column 6 are integrally poured first, then the filling batten boards 8 are constructed, and finally the ring beam body 10 is constructed to complete the construction of the filling wall, so that compared with the conventional construction method of cross construction, lattice column construction and ring beam construction, the work surface intersection is reduced, the process complexity is reduced, and the construction efficiency is improved; the filling batten board 8 installation is used instead of brick laying, the horizontal laying construction process is omitted, the process complexity is further reduced, the construction efficiency is improved, and material waste caused by brick laying cutting is reduced.

[0036] Further, the filling batten board 8 is an ALC batten board, i.e., a steam-pressing lightweight aerated concrete partition wall board, which can guarantee structural strength and has the characteristics of economy and environmental protection, and is beneficial to reducing construction cost.

[0037] The specific construction steps of step S1 are as follows: two forms are arranged between the first wall body 1 and the second wall body 2 with a design thickness of the filling wall as a spacing; concrete is poured into a space enclosed by the first wall body 1, the second wall body 2 and the two forms to a design height; and the forms are removed after the concrete is solidified to form the guide wall 5.

[0038] Further, in order to increase the structural strength of the guide wall 5 after being formed, a steel reinforcement cage can be bound between the two forms before the concrete is poured.

[0039] Further, in order to increase the connection strength of the guide wall 5 with the first wall body 1 and the second wall body 2 respectively, parts of structures of the first wall body 1 and the second wall body 2 inside the two forms can be chipped off before the concrete is poured.

[0040] The specific construction steps of step S2 are as follows: a surrounding form is erected upward from the middle of the top end of the guide wall 5 to the floor top plate 4, and a concrete pouring opening is reserved at the top; concrete is poured into the surrounding form from the concrete pouring opening to the bottom surface of the floor top plate 4; and the surrounding form is removed after the concrete is solidified to form the lattice column 6.

[0041] Further, in order to increase the structural strength of the lattice column 6 after forming, steel bars can be arranged inside the support formwork;

[0042] Further, in order to increase the stability of the connection between the lattice column 6 and the guide wall 5, a pouring sink can be formed in the middle of the top end of the guide wall 5 before the construction of the lattice column 6.

[0043] The installation step of the filling strip 8 between the lattice column 6 and the first wall 1 in step S3 is as follows: strip tube clamps 11 are respectively fixed on the upper sides of both ends of the filling strip 8, then the filling strip 8 is placed transversely between the lattice column 6 and the first wall 1, and then the strip tube clamps 11 fixed on both ends of the filling strip 8 are respectively connected with the lattice column 6 and the first wall 1, thereby completing the installation of the filling strip 8 between the lattice column 6 and the first wall 1; the filling strip 8 is fixed with the lattice column 6 and the first wall 1 by the strip tube clamps 11, and the support effect of the lower filling strip 8 is combined, so that the stability of the lattice column 6 after installation can be ensured, thereby ensuring the structural strength of the subsequent filling wall after forming.

[0044] The installation step of the filling strip 8 between the lattice column 6 and the second wall 2 in step S3 is as follows: strip tube clamps 11 are respectively fixed on the upper sides of both ends of the filling strip 8, then the filling strip 8 is placed transversely between the lattice column 6 and the second wall 2, and then the strip tube clamps 11 fixed on both ends of the filling strip 8 are respectively connected with the lattice column 6 and the second wall 2, thereby completing the installation of the filling strip 8 between the lattice column 6 and the second wall 2; the filling strip 8 is fixed with the lattice column 6 and the second wall 2 by the strip tube clamps 11, and the support effect of the lower filling strip 8 is combined, so that the stability of the lattice column 6 after installation can be ensured, thereby ensuring the structural strength of the subsequent filling wall after forming.

[0045] The reservation step of the pouring cavity 9 between the lattice column 6 and the first wall 1 in step S3 is as follows: before the filling strip 8 installed from bottom to top is installed to the designed position of the ring beam body 10, the support plates 7 with the bottom surface being flush with the designed top elevation of the ring beam body 10 are respectively installed on the lattice column 6 and the first wall 1; when the filling strip 8 installed from bottom to top is installed to the position close to the designed bottom elevation of the ring beam body 10, the installation of the filling strip 8 below the designed position of the ring beam body 10 is stopped, and the installation of the filling strip 8 is continued from bottom to top with the common support surface of the support plates 7 respectively installed on the lattice column 6 and the first wall 1 as the base surface, at this time, the filling strip 8 installed above the designed elevation of the ring beam body 10 and the filling strip 8 installed below the designed elevation are matched with the lattice column 6 and the first wall 1 to form the reserved pouring cavity 9.

[0046] The pre-reserving step of pouring the cavity 9 between the lattice column 6 and the second wall 2 in step S3 is: installing the supporting plate 7 on the lattice column 6 and the second wall 2 respectively before the filling strip 8 installed from bottom to top is not installed to the designed position of the ring beam body 10, and the bottom surface of the supporting plate 7 is leveled with the designed top elevation of the ring beam body 10; when the filling strip 8 installed from bottom to top is installed to the position close to the designed bottom elevation of the ring beam body 10, the installation of the filling strip 8 below the designed position of the ring beam body 10 is stopped, and the installation of the filling strip 8 is continued from bottom to top with the common supporting surface of the supporting plate 7 installed on the lattice column 6 and the second wall 2 as the base surface, at this time, the filling strip 8 installed above the designed elevation of the ring beam body 10 and the filling strip 8 installed below the designed elevation are matched with the lattice column 6 and the second wall 2 to form the pre-reserved pouring cavity 9.

[0047] The specific step of step S4 is: setting the blocking formwork on any one side of the pouring cavity 9; filling the concrete on the other side of the pouring cavity 9; and removing the blocking formwork to form the ring beam body 10 after the concrete is solidified and shaped.

[0048] The above embodiment of the present application is described in detail in combination with the drawings, and those skilled in the art can make various changes to the present application according to the above description. Therefore, some details in the embodiment should not constitute the limitation of the present application, and the protection scope of the present application will be defined by the appended claims.

Claims

1. A construction method of a panel-hangable infill wall, based on a floor space enclosed by a floor panel, a ceiling panel, and a side panel, for construction of an infill wall between a first wall and a second wall in the space, characterized by, The method comprises the following steps: S1, constructing a guide wall on a floor slab between a first wall and a second wall; S2, constructing a latticed column with a top end connected to the floor slab on the guide wall; S3, installing filling boards successively from bottom to top between the latticed column and the first wall or between the latticed column and the second wall with the top surface of the guide wall as a base surface, and reserving a pouring cavity at a design position of a ring beam body during the installation; The step of reserving the pouring cavity comprises: installing a supporting plate with a bottom surface leveled with a design top elevation of the ring beam body on the latticed column and the first wall or on the latticed column and the second wall before the filling boards installed from bottom to top are installed to the design position of the ring beam body; stopping the installation of the filling boards below the design position of the ring beam body, and instead installing the filling boards from bottom to top with the common supporting surface of the supporting plates installed on the latticed column and the first wall or on the latticed column and the second wall as a base surface when the filling boards installed from bottom to top are installed to a position close to a design bottom elevation of the ring beam body, at which time the filling boards installed above the design elevation and the filling boards installed below the design elevation are matched with the latticed column and the first wall or with the latticed column and the second wall to form the reserved pouring cavity; S4, constructing the ring beam body inside the pouring cavity, and completing the construction of the filling wall after the ring beam body is formed.

2. The method of constructing a panelized infill wall of claim 1, wherein: Step S1 comprises: establishing two forms with a design thickness of the filling wall as a spacing between the first wall and the second wall; pouring concrete into a space enclosed by the first wall, the second wall and the two forms to a design height; removing the forms to form the guide wall after the concrete is solidified and formed.

3. The method of constructing a drywall partition according to claim 1, wherein: Step S2 comprises: supporting a surrounding form from a middle portion of the top end of the guide wall upwardly to the floor slab, and reserving a concrete pouring opening at the top; pouring concrete into the surrounding form from the concrete pouring opening to the bottom surface of the floor slab; removing the surrounding form to form the latticed column after the concrete is solidified and formed.

4. The method of constructing a drywall partition according to claim 1, wherein: The step of installing the filling boards in step S3 comprises: fixing board tube clamps on the upper sides of both ends of the filling boards respectively, then placing the filling boards transversely between the latticed column and the first wall or between the latticed column and the second wall, and connecting the board tube clamps fixed at both ends of the filling boards with the latticed column and the first wall or with the latticed column and the second wall respectively to complete the installation of the filling boards between the latticed column and the first wall or between the latticed column and the second wall.

5. The method of constructing a drywall partition according to claim 1, wherein: Step S4 comprises: establishing a blocking form on any one side of the pouring cavity; filling concrete on the other side of the pouring cavity; and removing the blocking form to form the ring beam body after the concrete is solidified and formed.

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