CN211646844U - Built-in steel plate concrete and reinforced concrete spliced shear wall - Google Patents
Built-in steel plate concrete and reinforced concrete spliced shear wall Download PDFInfo
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- CN211646844U CN211646844U CN201921998372.2U CN201921998372U CN211646844U CN 211646844 U CN211646844 U CN 211646844U CN 201921998372 U CN201921998372 U CN 201921998372U CN 211646844 U CN211646844 U CN 211646844U
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Abstract
A shear wall with built-in steel plate concrete and spliced reinforced concrete is provided, which has two conditions, namely a prefabricated reinforced concrete shear wall and a prefabricated steel plate concrete shear wall, wherein the prefabricated reinforced concrete shear wall comprises a reinforcement cage I, a connecting steel plate I, a plurality of embedded parts and a post-cast concrete area; the prefabricated steel plate concrete shear wall comprises a reinforcement cage II, an internal steel plate I, a connecting steel plate II, a plurality of connecting pieces, embedded bolts and connecting bolts; the second type is that a reserved channel steel reinforced concrete shear wall and a protruding built-in steel plate concrete shear wall are prefabricated; the prefabricated reserved channel reinforced concrete shear wall comprises a reinforcement cage III, a reserved groove and a plurality of reserved holes; the prefabricated protruding built-in steel plate concrete shear wall comprises a built-in steel plate II, a reinforcement cage IV, round holes, a grouting device, an injection nozzle and transverse through bolts. The utility model discloses concatenation shear force wall has that construction speed is very fast, workman intensity of labour is little, environmental pollution is little a bit.
Description
Technical Field
The utility model belongs to the technical field of the concatenation shear force wall, concretely relates to built-in steel sheet concrete and reinforced concrete concatenation shear force wall.
Background
The reinforced concrete shear wall structure is a structure which uses reinforced concrete wall boards to bear vertical and horizontal forces, and all the longitudinal-transverse main bearing structures of the shear wall structure are structural walls. When the walls are in place in the building, they form a structural system that effectively resists horizontal action and at the same time, serves to divide the space, which is used in high-rise buildings in a large number. The height of the structural walls is generally equal to the height of the whole house, from the foundation to the roof, up to tens or one hundred or more meters, and their width is generally several meters to tens or more meters, depending on the arrangement of the building level. However, its thickness is very thin, typically only 200 and 300mm, and a minimum of 160 mm. Thus, the structural wall has a high stiffness to lateral movement in its wall plane, but a low stiffness out of its wall plane.
In the current super high-rise building, in order to improve the earthquake resistance of the structure, a mixed structure system is mostly adopted, a core system is formed by combining section steel concrete, a steel pipe concrete frame and a core barrel, and a combined shear wall with steel plates arranged inside a reinforced concrete shear wall is appeared and forms an integral component with peripheral section steel and concrete to work together. The effect of outsourcing concrete is then for the steel sheet provides the lateral restraint, prevents the steel sheet buckling, is connected through the peg between steel sheet and the concrete. Compared with a common concrete shear wall structure, the combined shear wall can reduce the section size of a member and the self weight of the structure, reduce the earthquake action and increase the effective use space; compared with a steel structure, the steel structure has the advantages of less steel consumption, large structural rigidity, good fire resistance, good durability and the like. At present, the buildings adopting the steel plate shear walls in China are not many, so the combined shear wall taking a steel frame and a steel plate wall as the basis and taking a concrete part as buckling constraint and fire protection is not widely researched in China. The steel plate composite shear wall researched in China is based on the traditional reinforced concrete shear wall, the composite shear wall is formed by 'embedded steel plates or externally-coated steel plates + steel embedded columns + steel embedded beams', the concrete part directly participates in earthquake resistance, and the effect of the concrete part is larger.
The existing steel plate shear wall member is mostly constructed by adopting on-site wet operation in actual engineering, the construction in the form is complex, the construction period is long, and the environment can be polluted in the construction process, so that the shear wall with the built-in steel plate concrete and the reinforced concrete spliced is provided.
SUMMERY OF THE UTILITY MODEL
The utility model provides a built-in steel sheet concrete and reinforced concrete concatenation shear force wall can use the steel sheet compoboard wall in bottom or several layers below, and other layers still use the reinforced concrete shear force wall, like this, both save material has realized the purpose that increases structure anti-seismic performance again. In addition, the shear wall structure is relatively regular, products with specifications are easy to form, and a precast concrete assembled shear wall structure can be realized, namely, the wall body on the site of a construction site is a semi-finished product which is transported from a factory or in other places, and after a construction unit carries out certain treatment on the site, semi-finished components are assembled, so that the construction speed is very high, the completion can be carried out in a short period, the labor intensity of workers is greatly reduced, the cross operation is convenient and orderly, and the product quality is ensured.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a shear wall with built-in steel plate concrete and spliced reinforced concrete comprises a prefabricated reinforced concrete shear wall and a prefabricated steel plate concrete shear wall; the prefabricated reinforced concrete shear wall comprises a framework I and concrete, wherein the framework I comprises a reinforcement cage I, a connecting steel plate I and a plurality of embedded parts, the reinforcement cage I is formed by binding longitudinal reinforcements and stirrups, the connecting steel plate I is welded at one end of the reinforcement cage I, the plurality of embedded parts are welded on the surface of the connecting steel plate I, the embedded parts are located on the inner side of the reinforcement cage, bolt holes I are uniformly formed in the circumferential direction of the connecting steel plate I, the bolt holes I are arranged close to the edge of the connecting steel plate I compared with the embedded parts, the reinforcement cage I and the plurality of embedded parts are packaged in the concrete or part of the reinforcement cage I is packaged in the concrete, and the plurality of embedded parts are located in a post-cast concrete area on the outer side; the prefabricated steel plate concrete shear wall comprises a framework II and concrete, wherein the framework II comprises a steel reinforcement cage II, an internal steel plate I, a connecting steel plate II and a plurality of connecting pieces, the steel reinforcement cage II is formed by binding longitudinal steel bars and stirrups, the internal steel plate I is arranged in the steel reinforcement cage II, the connecting steel plate II is welded on the end face of one side of the internal steel plate I, bolt holes II corresponding to the bolt holes I in the connecting steel plate I are circumferentially formed in the connecting steel plate II, and the steel reinforcement cage II, the internal steel plate I and the plurality of connecting pieces are packaged in the concrete; the prefabricated reinforced concrete shear wall is in butt joint fit with the connecting steel plate II on the prefabricated reinforced concrete shear wall through the connecting steel plate I on the prefabricated reinforced concrete shear wall, and is connected with the connecting steel plate II through the connecting bolt or the pre-embedded bolt, and the steel reinforcement cage of the plurality of pre-embedded parts and the post-cast concrete area is packaged in the post-cast concrete through the connecting steel plate I and the connecting steel plate II to form the spliced shear wall.
The connecting steel plate I and the connecting steel plate II are both an inner connecting steel plate and an outer connecting steel plate, the outer connecting steel plate is arranged when the edge parts of the connecting steel plate I and the connecting steel plate II extend to the outer side of the section of the shear wall, and the inner connecting steel plate is arranged when the connecting steel plate I and the connecting steel plate II are in the section of the shear wall; when the connecting steel plate I and the connecting steel plate II are internal connecting steel plates, embedded bolts are arranged in bolt holes II of the connecting steel plates II of the prefabricated steel plate concrete shear wall, and nuts of the embedded bolts are poured in concrete.
The built-in steel plate I is a perforated built-in steel plate or a non-perforated built-in steel plate, when the built-in steel plate is a perforated built-in steel plate, connecting anchor bars are arranged in through holes of the perforated built-in steel plate, and bent hooks at two ends of the connecting anchor bars are anchored on longitudinal steel bars; when the steel plate is a non-porous built-in steel plate, a plurality of connecting pieces are welded on the wide surface of the non-porous built-in steel plate.
A shear wall spliced by built-in steel plate concrete and reinforced concrete comprises a prefabricated reserved channel steel reinforced concrete shear wall and a prefabricated protruded built-in steel plate concrete shear wall, wherein the prefabricated reserved channel steel reinforced concrete shear wall comprises a framework III and concrete, the framework III is a reinforcement cage III bound by longitudinal reinforcements and stirrups, the reinforcement cage III is packaged in the concrete, one end of the reinforcement cage III extends out of the surface of the concrete, a reserved groove is formed in the concrete end face of the extending end of the reinforcement cage III, a plurality of reserved holes are formed in the concrete side wall of the reserved groove at equal intervals, and the reserved holes are perpendicular to the reserved groove; the prefabricated protruding built-in steel plate concrete shear wall comprises a framework VI and concrete, wherein the framework VI comprises a built-in steel plate II and a steel reinforcement cage IV, the steel reinforcement cage IV is formed by binding longitudinal steel bars and stirrups, the built-in steel plate II is arranged in the steel reinforcement cage IV, the steel reinforcement cage IV and the built-in steel plate II are both packaged in the concrete, one end of the built-in steel plate II protrudes out of the concrete, round holes corresponding to the reserved holes are formed in the part, protruding out of the concrete, of the built-in steel plate II at equal intervals, grouters which correspond to the longitudinal steel bars on the steel reinforcement cage IV one by one are embedded into one end of the concrete along the circumferential direction, the grouters are positioned on one side of the extending end of the built-in steel plate II, and; the prefabricated reserved channel reinforced concrete shear wall is in butt joint with the protruding part II of the built-in steel plate on the prefabricated protruding built-in steel plate concrete shear wall through the reserved groove on the prefabricated reserved channel reinforced concrete shear wall, and meanwhile, the prefabricated reserved channel reinforced concrete shear wall is in butt joint with a grouting device of the prefabricated protruding built-in steel plate concrete shear wall through the longitudinal steel bar on the prefabricated reserved channel reinforced concrete shear wall to form the spliced shear wall.
The built-in steel plate II is a perforated built-in steel plate or a non-perforated built-in steel plate, when the built-in steel plate is a perforated built-in steel plate, connecting anchor bars are arranged in through holes of the perforated built-in steel plate, and bent hooks at two ends of the connecting anchor bars are anchored on the longitudinal steel bars; when the steel plate is a non-porous built-in steel plate, a plurality of connecting pieces are welded on the wide surface of the non-porous built-in steel plate.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1: the manufacture of the components is carried out,
step 1.1, prefabricating a steel plate concrete shear wall: manufacturing a built-in steel plate I according to design requirements, and welding a connecting steel plate II with a bolt hole II on the connecting surface of the built-in steel plate I; sleeving a plurality of stirrups on a reinforcement cage II of a binding shear wall on a plurality of longitudinal reinforcements, and putting an internal steel plate I with a connecting piece into the bound reinforcement cage II; erecting a formwork, pouring concrete, and packaging a built-in steel plate I, a reinforcement cage and a plurality of connecting pieces in the concrete to form a prefabricated steel plate concrete shear wall;
step 1.2, prefabricating the reinforced concrete shear wall: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to design requirements to bind a steel reinforcement cage I; after the binding is completed, one side of the reinforcement cage I is welded with a connecting steel plate I with a bolt hole I, which is matched with a connecting steel plate II, and the surface of the connecting steel plate I is welded with a plurality of embedded parts positioned on the inner side of the reinforcement cage I; erecting a formwork, pouring concrete, and packaging a reinforcement cage and a plurality of embedded parts in the concrete to form a prefabricated reinforced concrete shear wall;
step 2: and (3) assembly installation, namely, arranging the prefabricated reinforced concrete shear wall 1 on the prefabricated steel plate concrete shear wall, butting the prefabricated reinforced concrete shear wall and the prefabricated steel plate concrete shear wall through the connecting steel plate II and the connecting steel plate I, and connecting the prefabricated reinforced concrete shear wall and the prefabricated steel plate concrete shear wall through the connecting bolts to form the built-in steel plate concrete and reinforced concrete spliced shear wall.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1: the manufacture of the components is carried out,
step 1.1, prefabricating a combined shear wall with connecting steel plates: manufacturing a built-in steel plate I according to design requirements, welding a connecting steel plate II with bolt holes II on the connecting surface of the built-in steel plate I, and placing a bolt in each bolt hole II; sleeving a plurality of stirrups on a reinforcement cage II of a binding shear wall on a plurality of longitudinal reinforcements, and placing a built-in steel plate I with a connecting piece and a connecting steel plate II into the bound reinforcement cage II; erecting a formwork, pouring concrete, and packaging a nut part with a built-in steel plate I, a steel reinforcement cage, a plurality of connecting pieces and bolts in the concrete to form the prefabricated steel plate concrete shear wall;
step 1.2, prefabricating the reinforced concrete shear wall: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to the design requirement to bind a steel reinforcement cage; welding a connecting steel plate I with a bolt hole I matched with the connecting steel plate II to use on one side of the reinforcement cage after the reinforcement cage is completely bound, and welding an embedded part on the surface of one side, far away from the connecting steel plate II, of the connecting steel plate I; erecting a formwork, pouring concrete, and packaging part of reinforcement cages in the concrete to form the prefabricated reinforced concrete shear wall;
step 2: and (3) assembly installation, namely, arranging the prefabricated reinforced concrete shear wall on the prefabricated reinforced concrete shear wall, butting the prefabricated reinforced concrete shear wall and the prefabricated reinforced concrete shear wall through a connecting steel plate II and a connecting steel plate I, connecting the prefabricated reinforced concrete shear wall and the prefabricated reinforced concrete shear wall by using a connecting bolt, forming a post-pouring area at the joint of the prefabricated reinforced concrete shear wall and the prefabricated reinforced concrete shear wall, pouring concrete in the post-pouring area, and encapsulating the embedded parts and the non-encapsulated reinforcement cages in the post-pouring concrete to form the splicing shear wall of the embedded reinforced concrete and the reinforced concrete.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1.1, prefabricating a convex built-in steel plate concrete shear wall: manufacturing a built-in steel plate II according to design requirements; the method comprises the following steps that a plurality of stirrups are sleeved on a reinforcement cage for binding a shear wall on a plurality of longitudinal reinforcements, an internal steel plate II is placed in the reinforcement cage after binding, the length of the internal steel plate II is larger than that of the reinforcement cage, and grouters are arranged on the longitudinal reinforcements close to the end II of the internal steel plate; erecting a formwork and pouring concrete; finally, arranging a row of bolt holes at equal intervals on the part of the internal steel plate II, which protrudes out of the concrete, away from the surface of the concrete to form a combined shear wall with the prefabricated protruding internal steel plate;
step 1.2, prefabricating the reserved channel reinforced concrete shear wall: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to design requirements to bind a steel reinforcement cage, erecting a formwork, pouring concrete, and meanwhile, arranging a reserved groove and a reserved hole according to the size of a protruded built-in steel plate II and the position of a bolt hole;
and step 2, the assembly is installed,
step 2.1, placing the prefabricated reserved channel steel reinforced concrete shear wall on the prefabricated protruding built-in steel plate concrete shear wall, enabling longitudinal steel bars of a concrete extending part in the prefabricated reserved channel steel reinforced concrete shear wall to be inserted into a grouting device of the prefabricated steel plate concrete shear wall, and simultaneously inserting a protruding built-in steel plate II in the prefabricated protruding built-in steel plate concrete shear wall into a reserved groove of the prefabricated reinforced concrete shear wall;
2.2, pouring high-strength cement mortar into the grouting device from bottom to top through an injection nozzle of the grouting device; inserting transverse opposite-penetrating bolts into the preformed holes of the prefabricated preformed channel reinforced concrete shear wall and the round holes of the protruding built-in steel plates II to connect the prefabricated preformed channel reinforced concrete shear wall and the prefabricated protruding built-in steel plate shear wall; the injection nozzle was removed and the injection port was closed with concrete.
The utility model has the advantages that: the utility model discloses the wall body is the semi-manufactured goods that comes by mill or strange land completely, and the construction unit is being done certain processing back to the scene, assembles the semi-manufactured goods component, and construction speed is very fast, can accomplish in the short term, and workman intensity of labour reduces by a wide margin, and the cross operation is convenient orderly, when guaranteeing product quality, has reduced the pollution to the surrounding environment.
Drawings
FIG. 1 is a front view (without a hole built-in steel plate) of a shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the present invention;
FIG. 2 is a side view of a shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the present invention;
fig. 3 is a front view of a reinforced concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 1 of the present invention;
fig. 4 is a side view of a reinforced concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 1 of the present invention;
FIG. 5 is a view from the direction of FIG. 3I-I of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete in embodiment 1 of the present invention;
FIG. 6 is a front view of a part of a structure of a connecting steel plate I of the shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the present invention;
FIG. 7 is a partial structural plan view of a connecting steel plate I of the shear wall spliced by the built-in steel plate concrete and the reinforced concrete in embodiment 1 of the present invention;
FIG. 8 is a side view of a part of the structure of a connecting steel plate I of the shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the invention;
fig. 9 is a front view of a steel plate concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 1 of the present invention;
fig. 10 is a side view of a steel plate concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 1 of the present invention;
FIG. 11 is a view from FIG. 9 II to II of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete in embodiment 1 of the present invention;
fig. 12 is a structural bottom view of a part ii of a connection steel plate of a shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the present invention;
FIG. 13 is a front view of a part of the structure of a connecting steel plate II of the shear wall spliced by the steel plate concrete and the reinforced concrete in embodiment 1 of the present invention;
FIG. 14 is a structural side view of a part II of a connecting steel plate of the shear wall spliced by built-in steel plate concrete and reinforced concrete in embodiment 1 of the invention;
fig. 15 is a front view of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete (with a built-in steel plate having holes) in embodiment 2 of the present invention;
fig. 16 is a side view of the shear wall spliced by the built-in steel plate concrete and the reinforced concrete in embodiment 2 of the present invention;
fig. 17 is a sectional view of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete in the embodiment 2 of the present invention from fig. 6 iii to iii;
fig. 18 is a partial bottom view of the shear wall with built-in steel plates and built-in steel plates spliced by the steel plate concrete and the reinforced concrete according to the embodiment of the present invention 2;
FIG. 19 is a front view of a portion of the shear wall with built-in steel plates and built-in steel plates spliced by built-in steel plate concrete and reinforced concrete according to embodiment 2 of the present invention;
fig. 20 is a side view of a portion of a shear wall with built-in steel plates and built-in steel plates spliced by built-in steel plate concrete and reinforced concrete according to embodiment 2 of the present invention;
fig. 21 is a front view of a shear wall spliced by built-in steel plate concrete and reinforced concrete according to embodiment 3 of the present invention;
fig. 22 is a side view of the shear wall spliced by the built-in steel plate concrete and the reinforced concrete according to embodiment 3 of the present invention;
fig. 23 is a front view of a reinforced concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 3 of the present invention;
fig. 24 is a side view of a reinforced concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 3 of the present invention;
FIG. 25 is a view from the direction of FIG. 23 IV to FIG. IV of a shear wall formed by splicing built-in steel plate concrete and reinforced concrete according to embodiment 3 of the present invention;
fig. 26 is a front view of a steel plate concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 3 of the present invention;
fig. 27 is a side view of a steel plate concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 3 of the present invention;
FIG. 28 is a view from the V-V direction of the shear wall composed of the built-in steel plate concrete and the reinforced concrete in the embodiment 3 of the present invention;
FIG. 29 is a schematic view of the internal connection steel plates of the shear wall spliced by the built-in steel plate concrete and the reinforced concrete of the present invention;
FIG. 30 is a schematic view of an external connection steel plate of the shear wall spliced by built-in steel plate concrete and reinforced concrete of the present invention;
fig. 31 is a front view of a shear wall spliced by built-in steel plate concrete and reinforced concrete according to embodiment 4 of the present invention;
fig. 32 is a side view of the shear wall spliced by the built-in steel plate concrete and the reinforced concrete according to embodiment 4 of the present invention;
fig. 33 is a front view of a reinforced concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 4 of the present invention;
fig. 34 is a side view of a reinforced concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 4 of the present invention;
fig. 35 is a 33 vi-vi view of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete according to embodiment 4 of the present invention;
fig. 36 is a front view of a steel plate concrete shear wall with a built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 4 of the present invention;
fig. 37 is a side view of a steel plate concrete shear wall with built-in steel plate concrete and reinforced concrete spliced shear wall according to embodiment 4 of the present invention;
FIG. 38 is a view from the VII-VII direction of the shear wall formed by splicing the built-in steel plate concrete and the reinforced concrete according to embodiment 4 of the present invention;
FIG. 39 is a front view of a non-porous built-in steel plate part of a shear wall spliced by built-in steel plate concrete and reinforced concrete according to embodiment 4 of the present invention;
FIG. 40 is a partial side view of a non-porous built-in steel plate of the shear wall spliced by built-in steel plate concrete and reinforced concrete according to embodiment 4 of the present invention;
1-a reinforced concrete shear wall; 2-steel plate concrete shear wall; 3-a reinforcement cage I, 4-a connecting steel plate I, 5-an embedded part, 6-a reinforcement cage II, 7-a pore-free built-in steel plate, 8-a connecting steel plate II, 9-a connecting piece, 10-an embedded bolt, 11-a pore-containing built-in steel plate, 12-a connecting bolt, 13-a reserved channel reinforced concrete shear wall, 14-a protruded built-in steel plate concrete shear wall, 15-a reinforcement cage III, 16-a reserved groove, 17-a reserved hole, 18-a reinforcement cage IV, 19-a round hole, 20-a grouting device, 21-an injection nozzle, 22-a connecting anchor bar, 23-a post-cast concrete area and 24-a transverse cross bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
Example 1
In this embodiment, the connection steel plate i 4 and the connection steel plate ii 8 are external connection steel plates, and the built-in steel plate i is a non-porous built-in steel plate 7.
As shown in fig. 1 to 14 and 30, the shear wall with built-in steel plate concrete and reinforced concrete spliced comprises a reinforced concrete shear wall 1 and a steel plate concrete shear wall 2; the reinforced concrete shear wall 1 comprises a framework I and concrete, wherein the framework I comprises a reinforcement cage I3, a connecting steel plate I4 and a plurality of embedded parts 5, the reinforcement cage I3 is formed by binding longitudinal reinforcements and stirrups, one end of the reinforcement cage I3 is welded with the connecting steel plate I4, the surface of the connecting steel plate I4 is welded with the embedded parts 5, the embedded parts 5 are positioned on the inner side of the reinforcement cage, bolt holes I are uniformly formed in the circumferential direction of the connecting steel plate I4, the bolt holes I are arranged close to the edge of the connecting steel plate I4 compared with the embedded parts 5, and the reinforcement cage I3 and the embedded parts 5 are encapsulated in the concrete; the steel plate concrete shear wall 2 comprises a framework II and concrete, the framework II comprises a steel reinforcement cage II 6, an internal steel plate I, a connecting steel plate II 8 and a plurality of connecting pieces 9, the steel reinforcement cage II 6 is formed by binding longitudinal steel bars and stirrups, the internal steel plate I is arranged in the steel reinforcement cage II 6, the connecting pieces 9 are welded on the wide surface of the internal steel plate I, the connecting steel plate II 8 is welded on the end surface of one side of the internal steel plate I, bolt holes II corresponding to the bolt holes I in the connecting steel plate I4 are circumferentially formed in the connecting steel plate II 8, and the steel reinforcement cage II 6, the internal steel plate I and the connecting pieces 9 are packaged in the concrete; the reinforced concrete shear wall 1 is in butt joint with the connecting steel plate II 8 on the steel plate concrete shear wall 2 through the connecting steel plate I4 on the reinforced concrete shear wall, and the connecting steel plate I4 and the connecting steel plate II 8 are fixedly connected through the connecting bolt 12.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1: the manufacture of the components is carried out,
step 1.1, prefabricating a steel plate concrete shear wall 2: manufacturing a built-in steel plate I3 according to design requirements, welding connecting pieces 9 on two wide surfaces of the built-in steel plate I3, wherein the connecting pieces 9 are studs, and welding a connecting steel plate II 8 with bolt holes II on the connecting surface of the built-in steel plate I3; a plurality of stirrups are sleeved on a reinforcement cage II 6 of a binding shear wall on a plurality of longitudinal reinforcements, and a built-in steel plate I3 with a connecting piece 9 is placed in the bound reinforcement cage II 6; erecting a formwork, pouring concrete, and packaging a built-in steel plate I, a reinforcement cage and a plurality of connecting pieces 9 in the concrete to manufacture a steel plate concrete shear wall 2 with a connecting steel plate II 8;
step 1.2, prefabricating a reinforced concrete shear wall 1: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to design requirements to bind a steel reinforcement cage I3; after the steel reinforcement cage I3 is completely bound, one side of the steel reinforcement cage I3 is welded with a connecting steel plate I4 with a bolt hole I, the connecting steel plate I4 is matched with a connecting steel plate II 8, and the surface of the connecting steel plate I4 is welded with a plurality of embedded parts 5 positioned on the inner side of the steel reinforcement cage I3; erecting a formwork, pouring concrete, and packaging a reinforcement cage and a plurality of embedded parts 5 in the concrete to form a prefabricated reinforced concrete shear wall 1;
step 2: and (3) assembly installation, namely, arranging the prefabricated reinforced concrete shear wall 1 on the prefabricated steel plate concrete shear wall 2, butting the prefabricated reinforced concrete shear wall 1 and the prefabricated steel plate concrete shear wall 2 through the connecting steel plate II 8 and the connecting steel plate I4, and connecting the prefabricated reinforced concrete shear wall 1 and the prefabricated steel plate concrete shear wall 2 through the connecting bolt 12 to form the built-in steel plate concrete and reinforced concrete spliced shear wall.
Example 2
In this embodiment, the connection steel plate I4 and the connection steel plate II 8 are external connection steel plates, and the built-in steel plate I is a porous built-in steel plate 11.
As shown in fig. 15 to 20, a shear wall with built-in steel plate concrete and steel plate concrete spliced comprises a steel plate concrete shear wall 1 and a steel plate concrete shear wall 2; the reinforced concrete shear wall 1 comprises a framework I and concrete, wherein the framework I comprises a reinforcement cage I3, a connecting steel plate I4 and a plurality of embedded parts 5, the reinforcement cage I3 is formed by binding longitudinal reinforcements and stirrups, one end of the reinforcement cage I3 is welded with the connecting steel plate I4, the surface of the connecting steel plate I4 is welded with the embedded parts 5, the embedded parts 5 are positioned on the inner side of the reinforcement cage, bolt holes I are uniformly formed in the circumferential direction of the connecting steel plate I4, the bolt holes I are arranged close to the edge of the connecting steel plate I4 compared with the embedded parts 5, and the reinforcement cage I3 and the embedded parts 5 are encapsulated in the concrete; the steel plate concrete shear wall 2 comprises a framework II and concrete, the framework II comprises a steel reinforcement cage II 6, a built-in steel plate I, a connecting steel plate II 8 and a plurality of connecting pieces 9, the steel reinforcement cage II 6 is formed by binding longitudinal steel bars and stirrups, the built-in steel plate I is arranged in the steel reinforcement cage II 6, the connecting anchor bars 22 are arranged in through holes in the wide surface of the built-in steel plate I, the connecting anchor bars 22 are S-shaped, hooks at two ends of the connecting anchor bars 22 are anchored to the longitudinal steel bars, the connecting steel plate II 8 is welded on the end surface of one side of the built-in steel plate I, bolt holes II corresponding to the bolt holes I in the connecting steel plate I4 are circumferentially formed in the connecting steel plate II 8, and the steel reinforcement cage II 6, the built-in steel plate I and the connecting pieces 9 are packaged in; the reinforced concrete shear wall 1 is in butt joint with the connecting steel plate II 8 on the steel plate concrete shear wall 2 through the connecting steel plate I4 on the reinforced concrete shear wall, and the connecting steel plate I4 and the connecting steel plate II 8 are fixedly connected through the connecting bolt 12.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1: the manufacture of the components is carried out,
step 1.1, prefabricating a steel plate concrete shear wall 2: manufacturing a built-in steel plate I3 according to design requirements, placing connecting anchor bars 22 in through holes in the wide surface of the built-in steel plate I3, and welding a connecting steel plate II 8 with a bolt hole II on the connecting surface of the built-in steel plate I3; sleeving a plurality of stirrups on a reinforcement cage II 6 of a binding shear wall on a plurality of longitudinal reinforcements, putting a built-in steel plate I3 with a connecting anchor bar 22 into the bound reinforcement cage II 6, and hooking hooks at two ends of the connecting anchor bar 22 on the longitudinal reinforcements; erecting a formwork, pouring concrete, and packaging a built-in steel plate I, a reinforcement cage and a plurality of connecting pieces 9 in the concrete to manufacture a steel plate concrete shear wall 2 with a connecting steel plate II 8;
step 1.2, prefabricating a reinforced concrete shear wall 1: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to design requirements to bind a steel reinforcement cage I3; after the steel reinforcement cage I3 is completely bound, one side of the steel reinforcement cage I3 is welded with a connecting steel plate I4 with a bolt hole I, the connecting steel plate I4 is matched with a connecting steel plate II 8, and the surface of the connecting steel plate I4 is welded with a plurality of embedded parts 5 positioned on the inner side of the steel reinforcement cage I3; erecting a formwork, pouring concrete, and packaging a reinforcement cage and a plurality of embedded parts 5 in the concrete to form a prefabricated reinforced concrete shear wall 1;
step 2: and (3) assembly installation, namely, arranging the prefabricated reinforced concrete shear wall 1 on the prefabricated steel plate concrete shear wall 2, butting the prefabricated reinforced concrete shear wall 1 and the prefabricated steel plate concrete shear wall 2 through the connecting steel plate II 8 and the connecting steel plate I4, and connecting the prefabricated reinforced concrete shear wall 1 and the prefabricated steel plate concrete shear wall 2 through the connecting bolt 12 to form the built-in steel plate concrete and reinforced concrete spliced shear wall.
Example 3
In this embodiment, the connection steel plate i 4 and the connection steel plate ii 8 are internal connection steel plates, and the internal steel plate i is a non-porous internal steel plate 7.
As shown in fig. 21 to 29, the shear wall with the built-in steel plate concrete and the spliced steel plate concrete comprises a reinforced concrete shear wall 1 and a steel plate concrete shear wall 2, wherein the reinforced concrete shear wall 1 comprises a framework i and concrete, the framework i comprises a steel reinforcement cage i 3, a connecting steel plate i 4 and a plurality of embedded parts 5, the steel reinforcement cage i 3 is formed by binding longitudinal steel bars and stirrups, the connecting steel plate i 4 is welded at one end of the steel reinforcement cage i 3, the surface of the connecting steel plate i 4 is welded with the plurality of embedded parts 5, the embedded parts 5 are located on the inner side of the steel reinforcement cage, bolt holes i are uniformly formed in the circumferential direction of the connecting steel plate i 4, the bolt holes i are arranged close to the edge of the connecting steel plate i 4 compared with the embedded parts 5, part of the steel reinforcement cage i 3 is packaged in the concrete, and the embedded parts 5 are located in a post-cast; the steel plate concrete shear wall 2 comprises a framework II and concrete, the framework II comprises a steel reinforcement cage II 6, an internal steel plate I, a connecting steel plate II 8 and a plurality of connecting pieces 9, the steel reinforcement cage II 6 is formed by binding longitudinal steel bars and stirrups, the internal steel plate I is arranged in the steel reinforcement cage II 6, the connecting pieces 9 are welded on the wide surface of the internal steel plate I, the connecting steel plate II 8 is welded on the end surface of one side of the internal steel plate I, bolt holes II corresponding to the bolt holes I in the connecting steel plate I4 are circumferentially formed in the connecting steel plate II 8, embedded bolts 10 are uniformly distributed in each bolt hole II, and nuts of the steel reinforcement cage II 6, the internal steel plate I, the connecting pieces 9 and the embedded bolts 10 are packaged in the concrete; the reinforced concrete shear wall 1 is in butt joint with a protruding part of a built-in steel plate I on the steel plate concrete shear wall 2 through a reserved groove 16 on the reinforced concrete shear wall, and meanwhile, the reinforced concrete shear wall 1 is in butt joint with a grouting device 20 of the steel plate concrete shear wall 2 through a longitudinal steel bar on the reinforced concrete shear wall to form a spliced shear wall.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1: the manufacture of the components is carried out,
step 1.1, prefabricating a steel plate concrete shear wall 2: manufacturing a built-in steel plate I3 according to design requirements, welding connecting pieces 9 on two wide faces of the built-in steel plate I3, wherein the connecting pieces 9 are studs, welding a connecting steel plate II 8 with bolt holes II on the connecting face of the built-in steel plate I3, and arranging embedded bolts 10 in the bolt holes II of the connecting steel plate II 8; a plurality of stirrups are sleeved on a reinforcement cage II 6 of a binding shear wall on a plurality of longitudinal reinforcements, and a built-in steel plate I3 with a connecting piece 9 is placed in the bound reinforcement cage II 6; erecting a formwork, pouring concrete, and packaging nuts with a built-in steel plate I, a steel reinforcement cage, a plurality of connecting pieces 9 and pre-buried bolts 10 in the concrete to manufacture a prefabricated steel plate concrete shear wall 2 with a connecting steel plate II 8;
step 1.2, prefabricating a reinforced concrete shear wall 1: sleeving a plurality of stirrups on a plurality of longitudinal steel bars according to design requirements to bind a steel reinforcement cage I3; after the steel reinforcement cage I3 is completely bound, one side of the steel reinforcement cage I3 is welded with a connecting steel plate I4 with a bolt hole I, the connecting steel plate I8 is matched with the connecting steel plate I, and the surface of the connecting steel plate I4 is welded with an embedded part 5 positioned on the inner side of the steel reinforcement cage I3; erecting a formwork, pouring concrete, partially packaging the reinforcement cage I3 in the concrete, and pouring a concrete area 23 from an un-poured area of the reinforcement cage I3 to the surface of the connecting steel plate I4;
step 2: the assembly installation is that firstly the prefabricated reinforced concrete shear wall 1 is arranged on the prefabricated steel plate concrete shear wall 2, secondly the prefabricated reinforced concrete shear wall 1 is in butt joint with the prefabricated steel plate concrete shear wall 2 through the connecting steel plate II 8 and the connecting steel plate I4, the prefabricated reinforced concrete shear wall 1 is connected with the prefabricated steel plate concrete shear wall 2 through the embedded bolts 10, and finally concrete is poured in the rear pouring concrete area 23 to encapsulate the plurality of embedded parts 5 and the non-pouring parts of the reinforcement cage I3 to form the spliced shear wall.
Example 4
The height of the built-in steel plate is higher than that of the reinforcement cage, and the built-in steel plate is a non-porous built-in steel plate 7.
As shown in fig. 31 to 40, the shear wall spliced by built-in steel plate concrete and reinforced concrete comprises a prefabricated reserved channel reinforced concrete shear wall 13 and a prefabricated protruded built-in steel plate concrete shear wall 14, wherein the prefabricated reserved channel reinforced concrete shear wall 13 comprises a framework iii and concrete, the framework iii is a reinforcement cage iii 15 bound by longitudinal reinforcements and stirrups, the reinforcement cage iii 15 is packaged in the concrete, one end of the reinforcement cage iii 15 extends out of the surface of the concrete, a reserved groove 16 is formed in the concrete end surface of the extending end of the reinforcement cage iii 15, a plurality of reserved holes 17 are formed in the concrete side wall of the part of the reserved groove 16 at equal intervals, and the reserved holes 17 are perpendicular to the reserved groove 16; the prefabricated protruding built-in steel plate concrete shear wall 14 comprises a framework VI and concrete, the framework VI comprises a built-in steel plate II and a steel reinforcement cage IV 18, the steel reinforcement cage IV 18 is formed by binding longitudinal steel bars and stirrups, the built-in steel plate II is arranged in the steel reinforcement cage IV 18, a plurality of connecting pieces 9 are welded on the wide surface of the built-in steel plate II, the steel reinforcement cage IV 18, the built-in steel plate II and the connecting pieces 9 are all packaged in the concrete, one end of the built-in steel plate II protrudes out of the concrete, round holes 19 corresponding to the reserved holes 17 are formed in the protruding concrete part of the built-in steel plate II at equal intervals, grouters 20 corresponding to the longitudinal steel bars on the steel reinforcement cage IV 18 one by one to one are embedded into one end of the concrete along the circumferential direction, the grouters 20 are located on one side of the end of the built-in steel plate II; the prefabricated reserved channel reinforced concrete shear wall 13 is in butt joint with a protruding part II of a built-in steel plate on the prefabricated protruding built-in steel plate concrete shear wall 14 through a reserved groove 16 on the prefabricated reserved channel reinforced concrete shear wall, and meanwhile, the prefabricated reserved channel reinforced concrete shear wall 13 is in butt joint with a grouting device 20 of the prefabricated protruding built-in steel plate concrete shear wall 14 through a longitudinal steel bar on the prefabricated reserved channel reinforced concrete shear wall to form a spliced shear wall.
A construction process for a built-in steel plate concrete and reinforced concrete spliced shear wall comprises the following steps:
step 1.1, prefabricating a combined shear wall with a convex built-in steel plate: manufacturing a built-in steel plate II according to design requirements, and welding a plurality of connecting pieces 9 on the surface of the built-in steel plate II; the method comprises the following steps that a plurality of stirrups are sleeved on a reinforcement cage for binding a shear wall on a plurality of longitudinal reinforcements, an internal steel plate II is placed in the reinforcement cage after binding, the length of the internal steel plate II is larger than that of the reinforcement cage, and grouters 20 are arranged on the longitudinal reinforcements close to one side of the extending end of the internal steel plate II; erecting a formwork and pouring concrete; finally, arranging a row of bolt holes at equal intervals on the part of the internal steel plate II, which protrudes out of the concrete, away from the surface of the concrete to form a combined shear wall 2 with the prefabricated protruding internal steel plate;
step 1.2, prefabricating a reserved channel reinforced concrete shear wall 13: firstly, sleeving a plurality of stirrups on a plurality of longitudinal steel bars to bind a reinforcement cage according to design requirements, and meanwhile, arranging a preformed groove 16 and a preformed hole 17 according to the size of a protruding built-in steel plate II and the position of a bolt hole;
and step 2, the assembly is installed,
step 2.1, placing the prefabricated reserved channel reinforced concrete shear wall 13 on the prefabricated protruding built-in steel plate concrete shear wall 14, so that longitudinal steel bars 4 of a concrete extending part in the prefabricated reserved channel reinforced concrete shear wall 13 are inserted into a grouting device 20 of the prefabricated protruding built-in steel plate concrete shear wall 14, and meanwhile, a protruding part built-in steel plate II in the prefabricated protruding built-in steel plate concrete shear wall 14 is inserted into a reserved groove 16 of the prefabricated reserved channel reinforced concrete shear wall 13;
2.2, pouring high-strength cement mortar 18 into the grouting device 20 from bottom to top through an injection nozzle 21 of the grouting device 20; inserting transverse opposite-penetrating bolts 24 into the preformed holes 17 of the prefabricated preformed channel reinforced concrete shear wall 13 and the round holes 19 of the protruding built-in steel plates II to connect the prefabricated preformed channel reinforced concrete shear wall 13 and the prefabricated protruding built-in steel plate shear wall; the nozzle 21 is removed and the injection port is closed with concrete.
Claims (5)
1. A shear wall with built-in steel plate concrete and spliced reinforced concrete is characterized by comprising a prefabricated reinforced concrete shear wall and a prefabricated steel plate concrete shear wall; the prefabricated reinforced concrete shear wall comprises a framework I and concrete, wherein the framework I comprises a reinforcement cage I, a connecting steel plate I and a plurality of embedded parts, the reinforcement cage I is formed by binding longitudinal reinforcements and stirrups, the connecting steel plate I is welded at one end of the reinforcement cage I, the plurality of embedded parts are welded on the surface of the connecting steel plate I, the embedded parts are located on the inner side of the reinforcement cage, bolt holes I are uniformly formed in the circumferential direction of the connecting steel plate I, the bolt holes I are arranged close to the edge of the connecting steel plate I compared with the embedded parts, the reinforcement cage I and the plurality of embedded parts are packaged in the concrete or part of the reinforcement cage I is packaged in the concrete, and the plurality of embedded parts are located in a post-cast concrete area on the outer side; the prefabricated steel plate concrete shear wall comprises a framework II and concrete, wherein the framework II comprises a steel reinforcement cage II, an internal steel plate I, a connecting steel plate II and a plurality of connecting pieces, the steel reinforcement cage II is formed by binding longitudinal steel bars and stirrups, the internal steel plate I is arranged in the steel reinforcement cage II, the connecting steel plate II is welded on the end face of one side of the internal steel plate I, bolt holes II corresponding to the bolt holes I in the connecting steel plate I are circumferentially formed in the connecting steel plate II, and the steel reinforcement cage II, the internal steel plate I and the plurality of connecting pieces are packaged in the concrete; the prefabricated reinforced concrete shear wall is in butt joint fit with the connecting steel plate II on the prefabricated reinforced concrete shear wall through the connecting steel plate I on the prefabricated reinforced concrete shear wall, and is connected with the connecting steel plate II through the connecting bolt or the pre-embedded bolt, and the steel reinforcement cage of the plurality of pre-embedded parts and the post-cast concrete area is packaged in the post-cast concrete through the connecting steel plate I and the connecting steel plate II to form the spliced shear wall.
2. The shear wall spliced by built-in steel plate concrete and reinforced concrete according to claim 1, wherein: the connecting steel plate I and the connecting steel plate II are both an inner connecting steel plate and an outer connecting steel plate, the outer connecting steel plate is arranged when the edge parts of the connecting steel plate I and the connecting steel plate II extend to the outer side of the section of the shear wall, and the inner connecting steel plate is arranged when the connecting steel plate I and the connecting steel plate II are in the section of the shear wall; when the connecting steel plate I and the connecting steel plate II are internal connecting steel plates, embedded bolts are arranged in bolt holes II of the connecting steel plates II of the prefabricated steel plate concrete shear wall, and nuts of the embedded bolts are poured in concrete.
3. The shear wall spliced by built-in steel plate concrete and reinforced concrete according to claim 1, wherein: the built-in steel plate I is a perforated built-in steel plate or a non-perforated built-in steel plate, when the built-in steel plate is a perforated built-in steel plate, connecting anchor bars are arranged in through holes of the perforated built-in steel plate, and bent hooks at two ends of the connecting anchor bars are anchored on longitudinal steel bars; when the steel plate is a non-porous built-in steel plate, a plurality of connecting pieces are welded on the wide surface of the non-porous built-in steel plate.
4. The shear wall is characterized by comprising a prefabricated reserved channel reinforced concrete shear wall and a prefabricated protruded built-in steel plate reinforced concrete shear wall, wherein the prefabricated reserved channel reinforced concrete shear wall comprises a framework III and concrete, the framework III is a reinforcement cage III bound by longitudinal reinforcements and stirrups, the reinforcement cage III is packaged in the concrete, one end of the reinforcement cage III extends out of the surface of the concrete and is provided with a reserved groove, the concrete end face of the extending end of the reinforcement cage III is provided with a plurality of reserved holes at equal intervals on the concrete side wall of the reserved groove, and the reserved holes are perpendicular to the reserved groove; the prefabricated protruding built-in steel plate concrete shear wall comprises a framework VI and concrete, wherein the framework VI comprises a built-in steel plate II and a steel reinforcement cage IV, the steel reinforcement cage IV is formed by binding longitudinal steel bars and stirrups, the built-in steel plate II is arranged in the steel reinforcement cage IV, the steel reinforcement cage IV and the built-in steel plate II are both packaged in the concrete, one end of the built-in steel plate II protrudes out of the concrete, round holes corresponding to the reserved holes are formed in the part, protruding out of the concrete, of the built-in steel plate II at equal intervals, grouters which correspond to the longitudinal steel bars on the steel reinforcement cage IV one by one are embedded into one end of the concrete along the circumferential direction, the grouters are positioned on one side of the extending end of the built-in steel plate II, and; the prefabricated reserved channel reinforced concrete shear wall is in butt joint with the protruding part II of the built-in steel plate on the prefabricated protruding built-in steel plate concrete shear wall through the reserved groove on the prefabricated reserved channel reinforced concrete shear wall, and meanwhile, the prefabricated reserved channel reinforced concrete shear wall is in butt joint with a grouting device of the prefabricated protruding built-in steel plate concrete shear wall through the longitudinal steel bar on the prefabricated reserved channel reinforced concrete shear wall to form the spliced shear wall.
5. The shear wall spliced by built-in steel plate concrete and reinforced concrete according to claim 4, wherein: the built-in steel plate II is a perforated built-in steel plate or a non-perforated built-in steel plate, when the built-in steel plate is a perforated built-in steel plate, connecting anchor bars are arranged in through holes of the perforated built-in steel plate, and bent hooks at two ends of the connecting anchor bars are anchored on the longitudinal steel bars; when the steel plate is a non-porous built-in steel plate, a plurality of connecting pieces are welded on the wide surface of the non-porous built-in steel plate.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921998372.2U CN211646844U (en) | 2019-11-19 | 2019-11-19 | Built-in steel plate concrete and reinforced concrete spliced shear wall |
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| CN201921998372.2U CN211646844U (en) | 2019-11-19 | 2019-11-19 | Built-in steel plate concrete and reinforced concrete spliced shear wall |
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