CN202627322U - Trellis type single-row reinforcing bar special-shaped cross section concrete column-wallboard shock-absorbing house - Google Patents

Abstract

The utility model relates to a lattice type single-row reinforced special-shaped section concrete column-wall plate shock-absorbing house, which belongs to the technical field of earthquake prevention and disaster reduction. It is mainly composed of plain concrete cushion, foundation beams, lattice single-row reinforced concrete columns with special-shaped cross-sections, lightweight ecological wall panels or wall bricks, reinforced concrete frame beams, reinforced concrete floors, and reinforced concrete roofs; Single-row reinforced concrete columns with special-shaped cross-section adopt single-row reinforced, and are connected by two different types of steel mesh to form a steel skeleton. The utility model has simple construction, less steel bar consumption, and is convenient for industrialized production; the oblique abdominal reinforcement of the lattice structure has good shear resistance, prevents brittle shear damage of short columns with special-shaped cross-sections, and improves the seismic ductility of the columns; the wall material is light ecological wallboard or wall Bricks, wall panels or wall bricks and special-shaped columns are connected by tie bars, and the wall panels and wall panels, wall bricks and wall bricks are interlocked by key grooves, and the connection between them is guaranteed to be reliable, so as to strengthen the integrity of the house and the overall earthquake resistance The purpose of improving energy dissipation capacity is applicable to village and town residences.

Description

Lattice Single Row Reinforced Special-Shaped Concrete Column-Wall Panel Shock-absorbing House

technical field

The utility model relates to a lattice type single-row reinforced concrete column with special-shaped section-wall plate shock-absorbing house, which belongs to a new type of practical, low-cost and suitable for village and town residences. Wall panels shock-absorbing housing. the

Background technique

As an unpredictable and extremely destructive natural disaster, earthquakes have brought huge losses to people's lives and property. In recent years, my country is in a period of frequent earthquakes. In 2008 alone, there were 17 earthquake disasters. Among them, the Wenchuan earthquake caused economic losses as high as 845.1 billion yuan, and more than 100,000 casualties. At the same time, my country's earthquake areas are widely distributed, and areas with a fortification intensity of 6 degrees and above account for more than 80% of the country's land area, and most of them are located in economically underdeveloped villages and towns. Due to economic reasons, most houses in these areas adopt masonry load-bearing structures, and most houses do not adopt anti-seismic structural measures. This type of masonry buildings is a brittle structure with poor seismic performance, and it is easy to collapse when encountering a large earthquake. At present, domestic research on anti-seismic technology is mostly concentrated on high-rise, super high-rise and large-span structures, and there is less research on anti-seismic research on villages (towns). When previous earthquake disasters occurred, it was often the vast villages and towns that suffered the most losses. The Wenchuan Earthquake And the Yushu earthquake illustrates this point. the

The main building materials of brick houses are clay bricks, the main source of which is cultivated land. There are only 1.6 billion mu of cultivated land in our country, and the per capita cultivated land area is lower than 1/3 of the world's average level, and the cultivated land is reduced by millions of mu every year due to the firing of clay bricks. Therefore, my country urgently needs to carry out wall material innovation, completely abolishes clay bricks, and replaces them with safe, environmentally friendly, and earthquake-resistant new structures and materials. Special-shaped column frame light wall structure hides the columns in the wall, effectively increases the building area, improves the use function of the building, and makes the interior of the residential structure beautiful and flat; the enclosure structure adopts light walls to reduce the weight of the structure , the earthquake effect is small. Therefore, the special-shaped column frame light wall structure has become an important structural form to replace the brick-concrete structure, and it is currently an energy-saving residential structural form that is mainly promoted in my country. the

The traditional light-weight wall structure with special-shaped column frame is mostly used in multi-storey and small high-rise residential structures. The technical scheme and construction method are relatively complicated, and the project cost is also high, so it is not suitable for use in the structural system of villages and towns. Therefore, it is of great economic and social value to study the economically reasonable and mass-acceptable special-shaped column frame light-weight wall structure system to solve the problems of poor integrity, weak earthquake resistance, and poor thermal insulation performance of rural houses. the

Utility model content

The purpose of this utility model is to provide a lattice-type single-row reinforced special-shaped section concrete column-wall plate shock-absorbing house and its method with the advantages of simple structure, low cost, convenient construction, and good seismic performance, in order to solve the problem of overall housing in villages and towns. Poor performance, weak earthquake resistance, poor thermal insulation performance and other problems. the

The technical scheme that the utility model adopts is as follows:

Lattice single-row reinforced concrete column-wall panel shock-absorbing house, mainly composed of plain concrete cushion, foundation beam, lattice single-row reinforced concrete column with special-shaped section, lightweight ecological wall panels or wall bricks, and steel bars Concrete frame beams, reinforced concrete floors, and reinforced concrete roofs; lattice-type single-row reinforced concrete columns with special-shaped cross-sections adopt single-row reinforcement, and are connected by two different types of steel mesh to form a steel skeleton. the

The cross-section of the concrete column with special-shaped cross-section with single-row reinforcement of the lattice type is L-shaped, T-shaped, cross-shaped, or Z-shaped, and is located at the intersection of vertical and horizontal walls; the ratio of the limb length to the limb thickness of the special-shaped column is 2 to 4; The thickness is taken as the wall thickness, and the limb length is taken as an integer multiple of 300mm. the

The lattice-type single-row reinforced concrete column with special-shaped cross-section is composed of concrete 1, trapezoidal ordinary steel mesh 2, lattice single-row reinforced mesh 3, and tie bars 4. The steel skeleton of the concrete column is L-shaped or T-shaped. Shaped or cross-shaped or Z-shaped, it is welded by lattice single-row reinforcement mesh 3; ladder-shaped ordinary reinforcement mesh 2 is welded at the end of lattice single-row reinforcement mesh 3, and The plane of 3 passes through the central axis of the ladder-like ordinary steel mesh 2; the tie bars 4 are vertically welded at the center of the transverse horizontal steel bars of the ladder-like ordinary steel mesh 2, and are arranged at equal intervals along the column height direction; thus, the ladder-like ordinary The reinforcement mesh 2, the lattice single-row reinforcement mesh 3, and the tie reinforcement 4 are welded to form an L-shaped, T-shaped, cross-shaped or Z-shaped reinforcement skeleton. the

Concrete 1 is ordinary concrete or recycled concrete. Recycled concrete refers to concrete mixed with recycled coarse aggregate, recycled fine aggregate, or both recycled coarse aggregate and recycled fine aggregate; the recycled coarse aggregate The ratio of aggregate and recycled fine aggregate is 0% to 100%; when the ratio of recycled aggregate is 100%, it is a fully recycled concrete column; when the ratio of recycled aggregate is 0%, it is an ordinary concrete column . the

The trapezoidal ordinary steel mesh 2 is welded into a trapezoidal shape by two vertical steel bars and several transverse horizontal steel bars; the steel bar grade is HRB335 or HRB400; the vertical steel bar spacing is the wall thickness minus twice the thickness of the protective layer ; The diameter of horizontal and horizontal steel bars is 6-10mm, and the vertical spacing of horizontal and horizontal steel bars should meet the requirements of shear bearing capacity. the

The lattice single-row reinforcement mesh 3 is located on the center line of the column section, and is composed of vertical steel bars and oblique web bars; the grade of steel bars is HRB335 or HRB400; the angle between the oblique web bars and the vertical is 30 degrees or 45 degrees; The vertical reinforcement spacing is 300mm. the

The tie bar 4 is a HPB235 steel bar with a diameter of 6mm, one end is anchored in the column, welded with the horizontal horizontal bar of the trapezoidal ordinary steel mesh 2, and the other end extends into the wall to tie the wall board or wall brick. the

The wall material is a lightweight ecological wallboard or wall brick; the lightweight ecological wallboard is a lightweight thermal insulation wallboard, a lightweight composite wallboard, a plant fiber wallboard, etc.; the wall brick is cut from a lightweight ecological wallboard Or use a special mold for curing; wall panels or wall tiles along the four sides parallel to the thickness direction or three sides of the wall panels or wall tiles connected with special-shaped columns have convex keys and grooves, wall panels and wall panels, wall tiles The convex key and the groove are interlocked with the wall brick; the wall panel or wall brick and the special-shaped column are reliably connected through the tie reinforcement. the

When the lattice-type single-row reinforced concrete column with special-shaped cross-section is cast-in-place, the manufacturing steps are as follows

a) Level the site and lay C10 plain concrete cushion;

b) Bind the foundation beam reinforcement on the plain concrete cushion;

c) Select appropriate steel bars and weld them into ladder-like ordinary steel bar mesh 2, and the vertical steel bar spacing is the thickness of the column limbs minus twice the thickness of the protective layer;

d) Select suitable steel bars and bend them into lattice-type web bars, the distance between bending points is 300mm, and the angle between oblique web bars and vertical bars is 30 degrees or 45 degrees;

e) Place 3 vertical steel bars, the distance between the vertical steel bars is 300mm, and the lattice type web bars formed by welding step d between the vertical steel bars, the bending points of the two lattice type web bars are staggered up and down during welding, Form lattice single-row reinforcement mesh 3;

f) Weld the lattice single-row reinforcement mesh 3 formed in step e into a special-shaped steel skeleton, with two pieces in the L shape, three pieces in the T shape, four pieces in the cross shape, and three pieces in the Z shape; at the corner of the special-shaped column Multi-spot welding of the vertical reinforcement at the place;

g) Ladder-like common steel mesh 2 is vertically welded at the end of the special-shaped steel bar skeleton welded by lattice single-row reinforcement mesh 3, and the plane of lattice single-row reinforcement mesh 3 passes through the central axis of ladder-like ordinary steel mesh 2 ;

h) The tie bars 4 are welded at the midpoint of the transverse horizontal bars of the trapezoidal common steel mesh 2 at the end of the special-shaped column, and the tie bars 4 are arranged at equal intervals along the height of the column;

i) After the reinforcement skeleton of each special-shaped column is formed and reliably anchored with the foundation beam and frame beam, support the formwork and pour concrete 1 to form the overall frame structure system of the special-shaped column;

j Carry out the construction of light-weight thermal insulation walls, the construction of light-weight thermal insulation walls can follow the order from both ends to the middle; drill holes at the end faces of wall bricks or wall panels against the positions of tie bars in special-shaped columns, and first install the wall panels Or the wall brick and the end face of the special-shaped column are connected with tie steel bars, and then gradually connected to other wall panels or wall bricks. The wall panels and wall panels, wall bricks and wall bricks are interlocked with each other through concave and convex key grooves to form a lattice single-row arrangement. Reinforced special-shaped section concrete column-wall plate shock-absorbing house. the

When the lattice-type single-row reinforced concrete column with special-shaped cross-section is a prefabricated column, the manufacturing steps are as follows:

a The site is leveled, and C10 plain concrete cushion is laid;

b Binding the foundation beam reinforcement on the plain concrete cushion;

c After the foundation beam reinforcement skeleton is formed, hoist the lattice-type single-row reinforcement special-shaped concrete columns into place, and place them at the corners of the L-shape, T-shape, cross-shape and Z-shape of the foundation beam respectively; place the prefabricated special-shaped columns The lattice-type single-row reinforcement mesh 3 reserved at the end of the foot and the ladder-shaped ordinary reinforcement mesh 2 are inserted into the reinforcement skeleton of the foundation beam to support the foundation beam formwork and pour the foundation beam;

d Binding frame beams and floor or roof steel bars, supporting formwork, pouring concrete, and forming an overall frame system of special-shaped columns;

e Construction of lightweight ecological walls between special-shaped column frames, the construction of light-weight thermal insulation walls can follow the order from both ends to the middle; drill at the position where the end faces of wall bricks or wall panels are compared with the tie bars in the special-shaped columns First, connect the wall panels or wall bricks with the end faces of special-shaped columns with tie bars, and then gradually connect other wall panels or wall bricks. Each wall panel and wall panels, wall bricks and wall bricks are interlocked with each other through concave-convex key grooves to form Lattice single-row reinforced special-shaped concrete column-wall board shock-absorbing house. the

The utility model can obtain the following beneficial effects: the special-shaped column of the utility model adopts a single row of reinforcement, which is simple in construction and requires less reinforcement; the reinforcement is composed of welded lattice reinforcement sheets, which is suitable for industrial production; The shear resistance of the abdominal reinforcement is good, which can prevent the brittle shear failure of the special-shaped short column and improve the seismic ductility of the column; the short reinforcement at the end of the column section is closely combined with the ecological wall panel or ecological wall brick, which can strengthen the integrity of the house and improve the overall earthquake resistance. ability purpose. the

Description of drawings

Fig. 1 Distribution diagram of concrete columns with special-shaped cross-section with single-row reinforcement of lattice type;

Fig. 2 Cross-sectional reinforcement diagram of L-shaped cross-section concrete column with lattice type single-row reinforcement;

Fig. 3 Cross-sectional reinforcement diagram of lattice type single-row reinforced T-shaped concrete column;

Fig. 4 Cross-section reinforcement diagram of lattice type single-row reinforcement cross-section concrete column;

Fig. 5 Cross-section reinforcement diagram of Z-shaped concrete column with single-row reinforcement of lattice type;

Fig. 6 Structural diagram of trapezoidal common steel mesh;

Figure 7 lattice single-row reinforcement grid structure diagram;

Fig. 8 Stereoscopic view of L-shaped cross-section concrete column with single-row reinforcement of lattice type;

Figure 9 is a three-dimensional view of a single-row reinforced T-shaped concrete column with lattice;

Fig. 10 Stereoscopic view of concrete column with cross-section of lattice type single-row reinforcement;

Fig. 11 Stereoscopic view of Z-shaped cross-section concrete column with single-row reinforcement of lattice type;

Fig. 12 three-dimensional view of eight different lightweight ecological wall brick forms;

Figure 13 is a three-dimensional view of the connection structure of lightweight ecological wall bricks;

Among them: 1-concrete; 2-ladder ordinary steel mesh; 3-lattice single-row reinforcement mesh; 4-tie reinforcement. the

Detailed ways:

The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments. the

As shown in Figures 1 to 12, the lattice-type single-row reinforced concrete column-wall panel shock-absorbing house is mainly composed of plain concrete cushion, foundation beams, lattice-type single-row reinforced concrete columns with special-shaped section, light Ecological wall panels or wall bricks, reinforced concrete frame beams, reinforced concrete floors, and reinforced concrete roofs; lattice-type single-row reinforced concrete columns with special-shaped cross-sections use single-row reinforced columns, which are composed of two different types of reinforced mesh Connected into a reinforced skeleton. the

The cross-section of the concrete column with special-shaped cross-section with single-row reinforcement of the lattice type is L-shaped, T-shaped, cross-shaped, or Z-shaped, and is located at the intersection of vertical and horizontal walls; the ratio of the limb length to the limb thickness of the special-shaped column is 2 to 4; The thickness is taken as the wall thickness, and the limb length is taken as an integer multiple of 300mm. the

The lattice-type single-row reinforced concrete column with special-shaped cross-section is composed of concrete 1, ladder-shaped ordinary steel mesh 2, lattice single-row reinforced mesh 3, and tie bars 4. The steel skeleton of the concrete column is L-shaped or T-shaped. Shaped or cross-shaped or Z-shaped, it is welded by lattice single-row reinforcement mesh 3; trapezoidal ordinary reinforcement mesh 2 is welded on the end of lattice single-row reinforcement mesh 3, and The plane of 3 passes through the central axis of the ladder-like ordinary steel mesh 2; the tie bars 4 are vertically welded at the center of the transverse horizontal steel bars of the ladder-like ordinary steel mesh 2, and are arranged at equal intervals along the column height direction; in this way, the ladder-like ordinary The reinforcement mesh 2, the lattice single-row reinforcement mesh 3, and the tie reinforcement 4 are welded to form an L-shaped, T-shaped, cross-shaped or Z-shaped reinforcement skeleton. the

Concrete 1 is ordinary concrete or recycled concrete. Recycled concrete refers to concrete mixed with recycled coarse aggregate, recycled fine aggregate, or both recycled coarse aggregate and recycled fine aggregate; the recycled coarse aggregate The ratio of aggregate and recycled fine aggregate is 0% to 100%; when the ratio of recycled aggregate is 100%, it is a fully recycled concrete column; when the ratio of recycled aggregate is 0%, it is an ordinary concrete column . the

The trapezoidal ordinary steel mesh 2 is welded into a trapezoidal shape by two vertical steel bars and several transverse horizontal steel bars; the steel bar grade is HRB335 or HRB400; the vertical steel bar spacing is the wall thickness minus twice the thickness of the protective layer ; The diameter of horizontal and horizontal steel bars is 6-10mm, and the vertical spacing of horizontal and horizontal steel bars should meet the requirements of shear bearing capacity. the

The lattice single-row reinforcement mesh 3 is located on the center line of the column section, and is composed of vertical steel bars and oblique web bars; the grade of steel bars is HRB335 or HRB400; the angle between the oblique web bars and the vertical is 30 degrees or 45 degrees; The vertical reinforcement spacing is 300mm. the

The tie bar 4 is a HPB235 steel bar with a diameter of 6mm, one end is anchored in the column, welded with the horizontal horizontal bar of the trapezoidal ordinary steel mesh 2, and the other end extends into the wall to tie the wall board or wall brick. the

The wall material is a lightweight ecological wallboard or wall brick; the lightweight ecological wallboard is a lightweight thermal insulation wallboard, a lightweight composite wallboard, a plant fiber wallboard, etc.; the wall brick is cut from a lightweight ecological wallboard Or use a special mold for curing; wall panels or wall tiles along the four sides parallel to the thickness direction or three sides of the wall panels or wall tiles connected with special-shaped columns have convex keys and grooves, wall panels and wall panels, wall tiles The convex key and the groove are interlocked with the wall brick; the wall panel or wall brick and the special-shaped column are reliably connected through the tie reinforcement. the

For the above-mentioned lattice single-row reinforced special-shaped section concrete column-wall plate shock-absorbing house, when the special-shaped columns are cast-in-place, the manufacturing sequence is as follows:

a) Level the site and lay C10 plain concrete cushion;

b) Bind the foundation beam reinforcement on the plain concrete cushion;

c) Select appropriate steel bars and weld them into ladder-like ordinary steel bar mesh 2, and the vertical steel bar spacing is the thickness of the column limbs minus twice the thickness of the protective layer;

d) Select suitable steel bars and bend them into lattice-type web bars, the distance between bending points is 300mm, and the angle between oblique web bars and vertical bars is 30 degrees or 45 degrees;

e) Place 3 vertical steel bars, the distance between the vertical steel bars is about 300mm, and the lattice-type web bars formed by welding step d between the vertical steel bars, the bending points of the two lattice-type web bars are staggered up and down during welding , forming a lattice single-row reinforcement network 3;

f) Weld the lattice single-row reinforcement mesh 3 formed in step e into a special-shaped steel skeleton, with two pieces in the L shape, three pieces in the T shape, four pieces in the cross shape, and three pieces in the Z shape; at the corner of the special-shaped column Multi-spot welding of the vertical reinforcement at the place;

g) Ladder-like common steel mesh 2 is vertically welded at the end of the special-shaped steel bar skeleton welded by lattice single-row reinforcement mesh 3, and the plane of lattice single-row reinforcement mesh 3 passes through the central axis of ladder-like ordinary steel mesh 2 ;

h) Weld the tie bars 4 at the midpoint of the transverse horizontal bars of the trapezoidal ordinary steel mesh 2 at the end of the special-shaped column, and arrange the tie bars 4 at equal intervals along the height of the column, and meet the building modulus and related structural requirements;

i) After the reinforcement skeleton of each special-shaped column is formed and reliably anchored with the foundation beam and frame beam, the formwork is supported, and concrete 1 is poured to form an overall frame structure system of special-shaped columns. the

j) Carry out the construction of lightweight thermal insulation walls, and the construction of lightweight thermal insulation walls can follow the order from the two ends to the middle. Drill holes at the position of the tie bars in the end face of the wall brick or wall panel compared to the special-shaped column. First, connect the wall plate or wall brick with the end face of the special-shaped column with tie bars, and then gradually connect other wall panels or wall bricks. The wall panels, wall bricks and wall bricks are engaged with each other through key grooves to form a lattice single-row reinforced concrete column-wall panel shock-absorbing house. the

For the above-mentioned lattice type single-row reinforced special-shaped section concrete column-wall panel shock-absorbing house, when the special-shaped column is prefabricated, the manufacturing method is as follows:

a) The site is leveled, and C10 plain concrete cushion is laid;

b) Bind the foundation beam reinforcement on the plain concrete cushion;

c) After the reinforced skeleton of the foundation beam is formed, hoist the concrete columns with special-shaped cross-section of the lattice type single-row reinforcement and place them at the corners of the L-shape, T-shape, cross-shape and Z-shape of the foundation beam respectively; place the prefabricated special-shaped columns The lattice-type single-row reinforcement mesh 3 reserved at the end of the column and the ladder-shaped ordinary reinforcement mesh 2 are inserted into the reinforcement skeleton of the foundation beam to support the foundation beam formwork and pour the foundation beam;

d) Binding of frame beams and building (roof) roof steel bars, supporting formwork, pouring concrete, and forming an overall frame system of special-shaped columns;

e) The construction of lightweight ecological walls is carried out between the special-shaped column frames, and the construction of lightweight thermal insulation walls can follow the order from the two ends to the middle. Drill holes at the position of the tie bars in the end face of the wall brick or wall panel compared with the special-shaped column. First, connect the wall plate or wall brick with the end face of the special-shaped column with tie bars, and then gradually connect other wall panels or wall bricks. The wall panels, wall bricks and wall bricks are engaged with each other through key grooves to form a lattice single-row reinforced concrete column-wall panel shock-absorbing house. the

The above is a typical embodiment of the utility model, and the implementation of the utility model is not limited thereto.

Claims (7)

1. The shock-absorbing house with single-row reinforced concrete columns and wall panels is mainly composed of plain concrete cushion, foundation beams, latticed single-row reinforced concrete columns with special-shaped sections, lightweight ecological wall panels or wall bricks , reinforced concrete frame beams, reinforced concrete floors, and reinforced concrete roofs; it is characterized in that: the lattice-type single-row reinforced concrete column limbs with special-shaped cross-sections adopt single-row reinforced, and are connected by two different types of reinforced mesh to form reinforced bars skeleton. 2. According to claim 1, the lattice-type single-row reinforced special-shaped concrete column-wall plate shock-absorbing house is characterized in that: the cross-section of the lattice-type single-row reinforced special-shaped concrete column column is L-shaped, T Shaped, cross-shaped or Z-shaped, located at the intersection of vertical and horizontal walls; the ratio of limb length to limb thickness of special-shaped concrete columns is 2 to 4; limb thickness is taken as the wall thickness, and the limb length is taken as an integer multiple of 300mm. 3. According to claim 1, the lattice-type single-row reinforcement special-shaped section concrete column-wall panel shock absorbing house is characterized in that: the lattice-type single-row reinforcement special-shaped section concrete column is composed of concrete (1), ladder It is composed of grid-shaped ordinary steel mesh (2), lattice single-row reinforcement mesh (3) and tie steel bars (4). It is welded by row reinforcement mesh (3); ladder lattice common reinforcement mesh (2) is welded on the end of lattice single row reinforcement mesh (3), and the plane of lattice single row reinforcement mesh (3) is The central axis of the trapezoidal ordinary steel mesh (2); the tie bars (4) are vertically welded at the center of the transverse horizontal steel bars of the ordinary steel mesh (2), and are arranged at intervals along the column height direction; thus, the ladder-shaped ordinary steel mesh (2), Lattice single-row reinforcement mesh (3) and tie bars (4) are welded to form an L-shaped or T-shaped or cross-shaped or Z-shaped steel skeleton. 4. According to claim 3, the lattice-type single-row reinforced special-shaped concrete column-wall panel shock-absorbing house is characterized in that: the trapezoidal ordinary steel mesh (2) is composed of two vertical steel bars and several horizontal bars. The horizontal steel bar is welded into a trapezoidal shape; the steel bar grade is HRB335 or HRB400; the vertical steel bar spacing is the wall thickness minus twice the thickness of the protective layer; the horizontal horizontal steel bar diameter is 6-10mm, and the vertical horizontal steel bar vertical spacing should be meet the requirements for shear resistance. 5. According to claim 3, the lattice-type single-row reinforced special-shaped concrete column-wall plate shock-absorbing house is characterized in that: the lattice single-row reinforced mesh (3) is located on the center line of the column section, and is vertically It is composed of steel bars and oblique web bars; the steel bar grade is HRB335 or HRB400; the angle between the oblique web bars and the vertical is 30 degrees or 45 degrees; the vertical steel bar spacing is 300mm. 6. According to claim 3, the lattice-type single-row reinforced special-shaped concrete column-wall panel shock-absorbing house is characterized in that: the tie reinforcement (4) is a HPB235 steel bar with a diameter of 6mm, and one end is anchored in the column. It is welded with the transverse horizontal steel bars of the ordinary steel mesh (2), and the other end extends into the wall to tie with the wall panels or wall bricks. 7. According to claim 3, the lattice-type single-row reinforced special-shaped concrete column-wall panel shock absorption house is characterized in that: the wall material is a lightweight ecological wall panel or wall brick; a lightweight ecological wall panel It is a lightweight thermal insulation wallboard, a lightweight composite wallboard or a plant fiber wallboard; the wall brick is cut from a lightweight ecological wallboard or cured with a special mold; the wallboard or wall brick is parallel to the four sides of the thickness direction or The three faces of the wall panels or wall bricks connected with special-shaped concrete columns have convex keys and grooves, and the wall panels and wall panels, wall bricks and wall bricks are interlocked with each other through the convex keys and grooves; the wall panels or wall bricks Reliable tension connection with special-shaped concrete columns through tie reinforcement.

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