CN111255061A - Assembled steel pipe concrete column steel frame-beam column wall residential system - Google Patents
Assembled steel pipe concrete column steel frame-beam column wall residential system Download PDFInfo
- Publication number
- CN111255061A CN111255061A CN202010212095.9A CN202010212095A CN111255061A CN 111255061 A CN111255061 A CN 111255061A CN 202010212095 A CN202010212095 A CN 202010212095A CN 111255061 A CN111255061 A CN 111255061A
- Authority
- CN
- China
- Prior art keywords
- steel
- column
- wall
- edge
- shaped
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The invention relates to an assembly type steel pipe concrete column steel frame-beam column wall residential system which is formed by assembling a rectangular section cylinder, an H-shaped steel beam, a steel beam column wall, a floor slab, a base layer inner wall body and a surrounding outer wall; in order to realize that the beam column is not exposed indoors, a column body with the narrow side width smaller than the thickness of the wall body in the base layer is connected with the beam column, and a fireproof coating is coated on the outer side of the long side of the column body to realize the equal thickness with the wall body; choose for use the girder steel that the edge of a wing width is less than basic unit interior wall thickness and wall connection to lay the steel mesh in the girder steel web outside and prevent the fracture, fill with the filler in the cavity between steel mesh and the girder steel web, set up the screed-coat along the steel mesh outside to basic unit interior wall surface again, realize girder steel and basic unit interior wall surface integrative parallel and level. The steel beam column wall integrates the functions of column, support and enclosure wall, can form larger lateral force resistance, and can meet the requirements of equipment hole reservation, equipment pipe penetration and the like. The invention has the advantages of no exposure of indoor beams and columns, reasonable spatial layout, convenience for pipeline wiring and the like.
Description
Technical Field
The invention belongs to the field of assembled steel structure buildings, and mainly relates to an assembled steel tube concrete column steel frame-beam column wall residential system.
Background
The steel structure building structural member intensity is high, and the member cross-section is little, compares multiplicable usable floor area 5 ~ 10% about with concrete structure, and in addition, factory production becomes prefabricated component, and the member precision is high, builds not to be restricted by season, and construction cycle is short, retrieves the investment fast, and traditional concrete building is to natural resource consumption big (yellow sand, stone, water), and environmental pollution is serious, and the continuous rising of labour cost for steel structure building has become the main development direction of national residential building.
The structure system of the steel structure house mainly comprises a pure steel frame structure system, a frame-supporting structure system, a frame-shear wall system, a frame-core barrel system, a staggered truss structure system and a light steel structure house system. Generally, a frame system or a light steel keel system is adopted for low-rise buildings, a frame system, a frame-support structure system and a staggered truss structure system are mainly used for middle-rise buildings, and a frame-support structure system, a frame-concrete shear wall system and a frame-core barrel system are mainly used for high-rise buildings. No matter what kind of building system is adopted, columns, beams and walls serving as stress supporting bodies are indispensable, various stress components are factory prefabricated members in steel structure buildings, and due to the fact that design structures and design sizes of various manufacturers are different, the defect of poor component matching performance is inevitably caused during construction and assembly. Especially as the post and the roof beam of main atress component, in order to ensure that the bearing capacity accords with the design requirement, the design size of post, roof beam often is great, is greater than the thickness of wall body usually, therefore, can cause indoor building beam column to expose when the three connect of post, roof beam, wall in the assembly process usually, and various shape connected node that forms in addition, the aesthetic property of architectural design is not only influenced to exposed beam column, and it brings inconvenience to indoor space overall arrangement to the occupation of indoor space, especially to the occupation of indoor usable floor area very unacceptable to the person of buying the house.
In the design of the existing assembled steel structure building system, most designers mainly pay attention to how to shorten the construction period, reduce the cost, improve the load capacity and other related problems, neglect the requirements of residents on the space layout and aesthetic property of the building, and neglect the building functionality to become a common phenomenon of the existing steel structure houses. On the premise of meeting the conventional technical requirements of steel structure houses, designers pay more attention to the structural layout and functional compatible design of buildings, and make up for short plates in the prior art to a certain extent.
Disclosure of Invention
The invention discloses an assembly type steel pipe concrete column steel frame-beam column wall residential system, which is characterized in that beam columns are not exposed in the internal space of a building through reasonable structural design, stress members are in hidden design and are connected with a wall body into a whole, so that the spatial layout is more flexible, and greater lateral force resistance is realized by means of the structural design of the steel beam column wall, so that convenience is provided for the arrangement of pipelines in the wall body.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
an assembled steel tube concrete column steel frame-beam column wall residential system comprises a column body with a rectangular cross section, an H-shaped steel beam, a steel beam column wall, a floor slab, a base layer inner wall body and a surrounding outer wall; the width of the narrow edge of the column body is smaller than the thickness of the inner wall body of the base layer, the narrow edge of the column body is arranged in the middle when being connected with the inner wall body of the base layer, the surfaces of the long edges at the two sides of the column body are respectively provided with a fireproof coating to realize equal thickness with the inner wall body of the base layer, the surfaces at the two sides of the connection surface of the column body and the inner wall body of the base layer are respectively paved with a steel mesh, and the outer; the flange width of the H-shaped steel beam is smaller than the thickness of the base layer inner wall body, the H-shaped steel beam is arranged on the end face of the base layer inner wall body in the middle, a steel mesh is arranged on the outer side of a web plate of the H-shaped steel beam, a cavity between the steel mesh and the web plate of the H-shaped steel beam is filled with filler, a leveling layer is arranged from the outer side of the steel mesh to the surface of the base layer inner wall body, and the leveling layer enables the H-shaped steel beam; the steel beam column wall comprises edge columns at two ends, a plurality of supporting beams are welded between the edge columns at the two ends at equal intervals, the section width of each supporting beam is not larger than the width of a connecting surface of the edge column, a plurality of tensioning rods welded between the edge columns are arranged between the adjacent supporting beams, the section width of each tensioning rod is smaller than the width of the connecting surface of the edge column, steel meshes are arranged between the edge columns at the two ends and on two sides of each supporting beam, filling materials are filled between the edge columns at the two ends, and the supporting beams and the tensioning rods are covered and hidden by the filling; the steel beam column wall supporting beam is arranged at a position corresponding to the position of the H-shaped steel beam, the outer side of the edge column is connected with the H-shaped steel beam, and the flange width of the H-shaped steel beam is not more than the width of the outer side of the edge column.
Further, the leveling layer is a plastering mortar layer.
Further, when the pipeline was laid wire along H shaped steel girder steel and basic unit's interior wall body, the pipeline penetrated inside the wall body in the basic unit along H shaped steel girder steel edge of a wing side clearance.
Further, when the pipeline is wired along the steel beam column wall, the pipeline is wired along a gap between the support beam or the stiffening rod and the surface of the filling layer.
Furthermore, the cross sections of edge columns at two ends in the steel beam column wall are all rectangular; or the cross section is H-shaped; or the cross section is T-shaped; or one section is rectangular and the other section is H-shaped; or one section is rectangular and the other section is T-shaped; or one section is T-shaped, and the other section is H-shaped.
Furthermore, when the surfaces of the edge columns are not provided with fireproof coatings, the filling thickness of the filler between the edge columns at two ends is equal to the width of the connecting surface of the edge column; when the fireproof coating is arranged on the surface of the edge column, the thickness of the filler is equal to the sum of the width of the connecting surface of the edge column and the thickness of the fireproof coating on the two sides.
Furthermore, the rectangular column body is a steel pipe concrete column, and the column base node of the steel pipe concrete column is an exposed rigid connection column base node.
Further, the exposed rigid connection column base node comprises a steel tube concrete column, a reinforcing plate and an embedded part, wherein exhaust holes are formed in the side surface of the steel column, the reinforcing plate is parallelly attached to the outer side surface of the steel tube concrete column and welded and fixed, the embedded part is arranged underground and is not exposed, and the embedded part and concrete are poured to serve as a foundation; the built-in fitting includes bottom plate, anchor reinforcing bar, anchor shaped steel, and the steel pipe concrete column bottom and reinforcing plate bottom all adopt full penetration welding at the bottom plate top surface, and anchor shaped steel welds in the bottom surface four corners of bottom plate, and the bottom of anchor shaped steel sets up the anchor steel sheet, and the bottom plate bottom sets up a plurality of anchor reinforcing bars, and the anchor reinforcing bar adopts the perforation plug welding to be connected with the bottom plate, and the pouring hole is seted up at the bottom plate center.
Furthermore, a plurality of small round holes are formed in the reinforcing plate, and the small round holes are connected with the side face of the concrete-filled steel tubular column in a plug welding mode.
In the assembled steel tube concrete column steel frame-beam column wall residential system disclosed by the invention, a steel tube concrete column, a steel beam and a steel beam column wall can be well connected with a wall body into a whole, so that a hiding effect is realized, the beam column is not exposed in an indoor space, the sensory requirements of people on modern residences are met, and the practicability of the residential system is higher than that of a common steel frame building structure due to small indoor area occupation; on the basis of realizing the design of a hidden building pattern, the lateral force resistance of the building is obviously improved by matching with the structure of the steel beam column wall, the arrangement of indoor beams and columns can be reduced, and the flexibility of the house type and the reasonable layout of the space are greatly facilitated; on the premise of meeting the conventional technical requirements of steel structure houses, the wiring convenience requirement of pipelines is considered, and the steel frame building system has more advantages compared with the existing steel frame building system.
Drawings
FIG. 1 is a schematic plan view of the building system of the present invention;
FIG. 2 is a schematic perspective axial view of the building system of the present invention;
FIG. 3A-1 is a schematic structural view of an exposed rigid connection column base node in the building system of the present invention;
FIG. 3A-2 is a schematic side view of an exposed rigid connection column base joint;
FIG. 3A-3 is a schematic top view of an exposed rigid-connection column base joint;
FIG. 4B-1 is a schematic view of a connection node between an inner wall of a foundation layer and a steel beam in the building system according to the present invention;
FIG. 4B-2 is a schematic view of a connection joint of a steel beam with an inner wall of a foundation layer and an outer enclosure wall;
FIG. 5C-1 is a schematic view of a connection node between the inner wall of the base layer and the rectangular column in the building system of the present invention;
FIG. 5C-2 is a schematic view of a connection node between a rectangular column and an exterior wall of the enclosure;
FIG. 6-1 is a schematic structural view of a steel strand stud wall in the building system of the present invention;
FIG. 6-2 is a schematic view of a top view structure of a steel beam column wall with square steel tube edge columns at both ends;
fig. 6-3 is a schematic structural diagram of a top view of an edge column in a steel beam column wall, wherein one end of the edge column adopts a T-shaped section, and the other end of the edge column adopts an H-shaped section.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
The embodiment discloses an assembly type steel tube concrete column steel frame-column wall-tied residential system, which is mainly formed by assembling a column body 1 with a rectangular section, an H-shaped steel beam 2, a steel column wall 3, a floor slab 4, an inner wall 6 of a base layer and an outer enclosure wall 5 as shown in figures 1 and 2. In order to embody the construction advantages of the steel structure building, the components are all industrial prefabricated components, prefabrication and assembly are completed in a factory in advance, the construction site is only required to be assembled and connected through bolts or welding, cast-in-place concrete floors are adopted for the floors 4, and the inner cavities and the joints of other prefabricated components are filled and reinforced in the site through concrete or light fillers. The present embodiment does not describe in detail the connection relationship of the existing steel structure building, and only describes the related part of the technical problem to be solved by the present invention. The technical scheme of the invention mainly focuses on a core design idea of realizing the hidden design of the building system, comprehensively improves the connection between beams and walls, the connection between columns and walls, the steel beam column-wall structure of a supporting force member, column base nodes and the like respectively, and realizes the hidden function of the whole building system design through multi-hand joint coordination design.
In the design, the reasonability of space layout is mainly considered, and the beams and columns are not exposed in the indoor space, so that the steel pipe concrete column with the rectangular section is selected as the column body 1 in the embodiment, and the width of the narrow side connecting surface of the column body 1 is required to be smaller than the thickness of the wall body 6 in the base layer, so that the column body is not exposed when the two are connected. It is known that in conventional buildings, square-section columns with larger sizes are used as supports, which is based on the design requirement of bearing capacity, but the exposed columns occupy larger indoor space. The bearing capacity index of the column body 1 with the rectangular section adopted by the invention can be met by adjusting the width of the surface where the long side of the column body 1 is located. The connection of the column 1 in this embodiment with the base inner wall 6 or with the exterior enclosure wall 5 is shown in fig. 5C-1 and 5C-2. The column body 1 is provided with four connecting surfaces, and is generally divided into a straight node, an L-shaped node, a T-shaped node and a cross node according to the shape design of the connecting nodes in the current building, only two representative T-shaped nodes are shown in figures 5C-1 and 5C-2, the connecting modes of other nodes can be performed by referring to the same contents of the T-shaped nodes, and the figures are omitted. In the construction process, at least two connecting surfaces are required to be connected with the wall body, and the surface of the narrow edge on one side of the column body 1 is required to be connected with the wall body. The base layer inner wall body in the embodiment is usually used as a building inner partition wall, and can be built by building blocks or formed by combining assembled battens.
When the surfaces of two narrow sides of the cylinder 1 are respectively connected with the base layer inner wall bodies 6-1 and 6-3, the cylinder 1 needs to be arranged at the middle position of the connecting end of the base layer inner wall body 6, after the fixed connection of the cylinder 1 and the wall body is completed according to the existing connection mode, the outer surfaces of the long sides of the two sides of the cylinder 1 are respectively provided with a fireproof coating, and the fireproof coatings on the two sides of the cylinder 1 and the width sum of the narrow sides of the cylinder 1 are equal to the thickness of the base layer inner wall body 6. When the surface of the long edge of the column body 1 is connected with the inner wall body 6 of the base layer, two setting positions are provided according to the building pattern situation, wherein one setting position is to arrange the inner wall body 6-2 of the base layer in the center of the surface of the long edge of the column body 1 to form a T-shaped node as shown in figure 5C-1. After the cylinder 1 is connected with the base layer inner wall body according to the structure, galvanized steel wire meshes 17 are respectively laid at junctions of outer surfaces of two sides of the connection surface of the cylinder 1 and the base layer inner wall body, one end of each steel wire mesh 17 is fixed on the surface of the cylinder 1 in a pulling mode, the other end of each steel wire mesh 17 is fixed on the surface of the base layer inner wall body in a pulling mode, and a plastering mortar leveling layer 20 is arranged on the outer side of each steel wire mesh 17. The steel wire mesh 17 is laid at the joint to play a role in strengthening, and the joint surface can be prevented from cracking. As shown in FIG. 5C-2, the connection between the long-side connection surface of the column body 1 and the wall body is also another way, as described above, the connection between the narrow side of the column body 1 and the base inner wall body 6-4 is the same as that described above, the outer side surfaces of the 5-1 and 5-2 serving as the exterior wall and the outermost narrow side of the column body 1 are arranged in parallel, so that T-shaped joints are formed, and the heat-insulating and waterproof layer 22 is arranged on the outer side of the T-shaped joints and can be used as the exterior wall body.
The girder steel in this embodiment adopts H shaped steel girder steel 2, and the edge of a wing width of H shaped steel girder steel needs to be less than the thickness of wall body 6 in the base layer, is convenient for make level and arrange the pipeline with girder steel 2 and wall body like this. When the steel beam 2 is connected with the base layer inner wall body 6, as shown in fig. 4B-1, the H-shaped steel beam 2 is arranged in the middle of the upper end surface of the base layer inner wall body 6, and after the H-shaped steel beam 2 is fixedly connected with the base layer inner wall body 6 in the existing fixing mode, the cavities on two sides of the web plate of the H-shaped steel beam 2 need to be filled with fillers 19. Set up steel mesh 17 in the H shaped steel girder 2 web outside and block that the thick liquids spills over, steel mesh 17 lower part extends to the interior wall body 6 surface of basic unit to make the lower part of steel mesh 17 and the interior wall body 6 drawknot of basic unit fix, the concrete floor 4 bottom at H shaped steel girder 2 upper flange top can be fixed with the steel nail in the upper portion of steel mesh 17. In order to realize the parallel and level of girder steel 2 and wall, still need set up the mortar layer of plastering as screed 20 outside steel mesh 17 to the interior wall body 6 surface of basic unit, screed 20 can make H shaped steel girder steel 2 and the interior wall body 6 surface of basic unit keep the parallel and level. If the pipeline 18 needs to be laid on the wall, the pipeline 18 needs to be hidden inside the wall for aesthetic purposes, namely: when pipeline 18 was laid along H shaped steel girder 2 and the interior wall body 6 wiring of basic unit, pipeline 18 penetrated inside the interior wall body 6 of basic unit along H shaped steel girder 2 flange side clearance, utilized the clearance between girder 2 flange and the interior wall body 6 of basic unit, laid pipeline 18 in steel mesh 17 inboard, the steel mesh 17 outside is leveled through screed-coat 20, has not only realized hiding of pipeline 18, also need not to bend at girder 2 and the interior wall body 6 junction of basic unit. Considering that the steel beam 2 is sometimes required to be connected with the external wall, as shown in fig. 4B-2, the web of the H-shaped steel beam 2 is connected with one side of the internal wall, and the connection can still be completed according to the structure given above, and the web of the H-shaped steel beam 2 is connected with the cavity outside the wall, so that the cast-in-place concrete layer 21 can be used for filling and forming the external facade wall, and the cast-in-place concrete mode can realize the required shape according to the design structure of the external facade wall.
For a steel frame-supporting structure system building, although the existing steel tube bundle combined shear wall can also achieve a good lateral stiffness resistance effect, the matching performance of the existing steel tube bundle combined shear wall with other connecting members is poor, the purpose that the supporting members are hidden in the wall cannot be achieved, and the arrangement of pipelines is not facilitated. Therefore, the invention adopts the structure of the steel beam column wall 3 on the aspect of improving the lateral force resistance of the building, not only can meet the design requirement of lateral force resistance, but also can be matched with other prefabricated components on connection to jointly realize the hiding effect, and can integrate the supporting function of the column and the beam and the function of the enclosure wall into a whole. The structure of the steel beam column wall 3 shown in fig. 6-1 to 6-3 in this embodiment includes edge columns 301 located at two sides, a plurality of support beams 302 welded between the edge columns 301 at two ends at equal intervals, and a plurality of bracing rods 303 welded between the edge columns 301 between adjacent support beams 302. The edge column 301 may be a steel pipe with a rectangular cross section, and if the edge column is a hollow steel pipe, whether concrete is poured inside the steel pipe or not can be selected according to the bearing capacity design requirement; or a steel column with the cross section being H-shaped steel or T-shaped steel can be selected; the edge posts 301 at the two ends can also be selected from different steel mixed combination, as shown in fig. 6-3, the free matching of the edge posts 301 at the two ends can be: one end is a rectangular steel pipe, and the other end is an H-shaped steel column; or one end is a rectangular steel pipe, and the other end is a T-shaped steel column; or one end is an H-shaped steel column, and the other end is a T-shaped steel column. When the selected steel column is H-shaped steel or T-shaped steel, concrete or light filling materials are poured into cavities on two sides of a web plate of the steel section. The support beam 302 is made of H-shaped steel, the mounting position of the support beam 302 needs to correspond to the height position of the steel beam 2 used in the whole steel frame system building, and the width of the flange of the steel beam 2 is not larger than the width of the outer side connecting surface of the edge column 301. The bracing link 303 adopts a solid cross-section member, such as: angle steel, channel steel, strip steel plates and the like. The arrangement of the tension bars 303 may be diagonally staggered as shown in fig. 6-1, or may be arranged in the horizontal direction (the drawing is omitted).
In order to facilitate the pipe penetrating construction operation of the later-stage equipment pipeline, the section width of the supporting beam 302 in the embodiment is not larger than the width of the connecting surface of the edge column 301, and the section width of the bracing rod 303 is not larger than the width of the connecting surface of the edge column 301, so that after the combined connection, a certain space is left between the supporting assembly between the edge columns 301 and the outer surface of the edge column 301, the space is filled with the filling material 304, and an operation space is left for punching or grooving the pipe penetrating of the equipment junction box. After the above structures are assembled in a factory, steel nets 305 are respectively laid on two sides of the support beam 302, the steel nets 305 can be steel wire nets or steel plate nets, and finally, filling materials 304 are poured between the edge columns 301 at two ends, so that the support beam 302 and the brace rod 303 between the edge columns 301 at two ends are completely hidden by the filling materials 304, the filling materials 304 can be light filling materials or can be poured and filled with concrete, and the steel nets 305 play a role in preventing the filling materials from cracking. When the surfaces of the edge columns 301 at both ends do not need to be provided with the fireproof coatings, as shown in fig. 6-2, the total thickness of the filled fillers 304 is kept equal to the width of the connecting surface of the edge columns 301; if the surface of the edge post 301 needs to be provided with a fire-retardant coating, the total thickness of the filled filler 304 is greater than the width of the connecting surface of the edge post 301, and the total thickness of the filled filler 304 is equal to the sum of the width of the connecting surface of the edge post 301 and the thickness of the fire-retardant coating.
The steel beam column wall formed according to the structure can be flexibly matched and combined with the frame steel beams 2 to form different-shape nodes according to the plane size and the function arrangement requirements of a house building. The whole steel beam column wall body is designed in size, the whole length of the steel beam column wall body can be adjusted according to the actual stress, and a reliable lateral force resisting system is formed after combination by matching and selecting proper component specifications. When the pipeline is routed along the steel beam column wall 3, the pipeline is routed along the gap between the support beam 302 or the brace 303 to the surface of the packing layer 304.
In the building system disclosed in the embodiment, the column base node design adopts an exposed rigid-connection column base node structure, the size of the exposed end of the column base node is further reduced by improving the existing exposed rigid-connection column base node structure, and the design idea of the hidden function of the building system is met from another aspect. The exposed rigid-connection column base node structure is shown in figures 3A-1 to 3A-3, reinforcing plates 7 are arranged on four outer side surfaces of a column body 1, the reinforcing plates 7 are parallelly attached to the side surfaces of the column body 1 in a welding mode and fixed, in order to improve the connecting strength of the reinforcing plates 7 and the column body 1, a plurality of small round holes 13 are formed in the middle area of each reinforcing plate 7, and the positions of the small round holes 13 are connected with the side surfaces of the column body 1 in a plug welding mode. The provision of the reinforcing plate 7 increases the bending resistance load-bearing capacity of the column base joint. The embedded parts at the bottom of the column body 1 are arranged under the ground and are not exposed, after the embedded parts are arranged, the poured concrete jointly serves as a foundation to play a supporting role, and only the column body 1 and the reinforcing plate 7 are exposed, so that the size of the exposed end is obviously reduced. In order to realize that the bearing capacity of the part anchored into the ground is not less than that of the column body 1, a reinforcing design is carried out on an embedded part structure, namely: the embedded part comprises a bottom plate 8, anchoring steel bars 11 and anchoring section steel 10, wherein the bottom of the column body 1 and the bottom of the reinforcing plate 7 are welded on the top surface of the bottom plate 8 in a full penetration mode, and the anchoring section steel 10 is welded at four corners of the bottom surface of the bottom plate 8 and fixed in a girth welding mode; the bottom of anchor shaped steel 10 sets up anchor steel sheet 12, and 8 bottoms of bottom plate set up a plurality of anchor reinforcing bars 11, and anchor reinforcing bar 11 sets up a week along 8 four sides of bottom plate, perhaps only sets up all can in 8 middle parts of bottom plate, and anchor reinforcing bar 11 and bottom plate 8 adopt the plug weld of perforating to be connected. A pouring hole 15 is formed in the middle of the bottom plate 8, and a foundation is formed by pouring concrete 9 from the pouring hole 15 to the underground after the embedded part is arranged conveniently. Because adopt the hollow steel pipe of rectangle as cylinder 1 in this embodiment, the inside cavity of cylinder 1 needs the pouring concrete, for the construction of conveniently pouring, exhaust hole 14 has been seted up to cylinder 1 side. The design of the anchoring section steel 10 and the anchoring reinforcing steel bar 11 needs to consider the matching of the bearing capacity of the anchoring section steel and the bearing capacity of the steel column, the arrangement needs to be combined with the arrangement of the reinforcing steel bars in the foundation concrete, and the anchoring length is determined according to the specification. The peripheral size and the plate thickness of the bottom plate 8 can be determined by combining the structural requirements on the premise of meeting the standard requirements, and the specific size design also needs to be determined by combining the construction design standards.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. The utility model provides an assembled steel core concrete column steel frame-restraint post wall house system which characterized in that: the wall comprises a column body with a rectangular section, an H-shaped steel beam, a steel beam column wall, a floor slab, a base layer inner wall body and a surrounding outer wall; the width of the narrow edge of the column body is smaller than the thickness of the inner wall body of the base layer, the narrow edge of the column body is arranged in the middle when being connected with the inner wall body of the base layer, the surfaces of the long edges at the two sides of the column body are respectively provided with a fireproof coating to realize equal thickness with the inner wall body of the base layer, the surfaces at the two sides of the connection surface of the column body and the inner wall body of the base layer are respectively paved with a steel mesh, and the outer; the flange width of the H-shaped steel beam is smaller than the thickness of the base layer inner wall body, the H-shaped steel beam is arranged on the end face of the base layer inner wall body in the middle, a steel mesh is arranged on the outer side of a web plate of the H-shaped steel beam, a cavity between the steel mesh and the web plate of the H-shaped steel beam is filled with filler, a leveling layer is arranged from the outer side of the steel mesh to the surface of the base layer inner wall body, and the leveling layer enables the H-shaped steel beam; the steel beam column wall comprises edge columns at two ends, a plurality of supporting beams are welded between the edge columns at the two ends at equal intervals, the section width of each supporting beam is not larger than the width of a connecting surface of the edge column, a plurality of tensioning rods welded between the edge columns are arranged between the adjacent supporting beams, the section width of each tensioning rod is smaller than the width of the connecting surface of the edge column, steel meshes are arranged between the edge columns at the two ends and on two sides of each supporting beam, filling materials are filled between the edge columns at the two ends, and the supporting beams and the tensioning rods are covered and hidden by the filling; the steel beam column wall supporting beam is arranged at a position corresponding to the position of the H-shaped steel beam, the outer side of the edge column is connected with the H-shaped steel beam, and the flange width of the H-shaped steel beam is not more than the width of the outer side of the edge column.
2. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: the leveling layer is a plastering mortar layer.
3. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: when the pipeline was laid wire along H shaped steel girder steel and basic unit interior wall body, the pipeline penetrated inside the basic unit interior wall body along H shaped steel girder steel edge of a wing side clearance.
4. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: when the pipeline is arranged along the steel beam column wall, the pipeline is arranged along the gap between the support beam or the bracing rod and the surface of the filling layer.
5. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: the cross sections of edge columns at two ends in the steel beam column wall are all rectangular; or the cross section is H-shaped; or the cross section is T-shaped; or one section is rectangular and the other section is H-shaped; or one section is rectangular and the other section is T-shaped; or one section is T-shaped, and the other section is H-shaped.
6. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: when the surfaces of the edge columns are not provided with the fireproof coatings, the filling thickness of the fillers between the edge columns at two ends is equal to the width of the connecting surfaces of the edge columns; when the fireproof coating is arranged on the surface of the edge column, the thickness of the filler is equal to the sum of the width of the connecting surface of the edge column and the thickness of the fireproof coating on the two sides.
7. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 1, wherein: the rectangular column body is a steel pipe concrete column, and the column base joint of the steel pipe concrete column is an exposed rigid connection column base joint.
8. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 7, wherein: the exposed rigid connection column base node comprises a steel tube concrete column, a reinforcing plate and an embedded part, wherein the side surface of the steel column is provided with an exhaust hole, the reinforcing plate is parallelly attached to the outer side surface of the steel tube concrete column and is welded and fixed, the embedded part is arranged underground and is not exposed, and the embedded part and concrete are poured to serve as a foundation; the built-in fitting includes bottom plate, anchor reinforcing bar, anchor shaped steel, and the steel pipe concrete column bottom and reinforcing plate bottom all adopt full penetration welding at the bottom plate top surface, and anchor shaped steel welds in the bottom surface four corners of bottom plate, and the bottom of anchor shaped steel sets up the anchor steel sheet, and the bottom plate bottom sets up a plurality of anchor reinforcing bars, and the anchor reinforcing bar adopts the perforation plug welding to be connected with the bottom plate, and the pouring hole is seted up at the bottom plate center.
9. An assembled steel tube concrete column steel frame-beam column wall residential system according to claim 8, wherein: and a plurality of small round holes are formed in the reinforcing plate, and the small round holes are connected with the side surface of the concrete-filled steel tubular column in a plug welding mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010212095.9A CN111255061A (en) | 2020-03-24 | 2020-03-24 | Assembled steel pipe concrete column steel frame-beam column wall residential system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010212095.9A CN111255061A (en) | 2020-03-24 | 2020-03-24 | Assembled steel pipe concrete column steel frame-beam column wall residential system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111255061A true CN111255061A (en) | 2020-06-09 |
Family
ID=70949784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010212095.9A Pending CN111255061A (en) | 2020-03-24 | 2020-03-24 | Assembled steel pipe concrete column steel frame-beam column wall residential system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111255061A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622684A (en) * | 2021-07-09 | 2021-11-09 | 浙江二十冶建设有限公司 | Construction method for assembling hidden steel structure |
| CN115749365A (en) * | 2022-12-29 | 2023-03-07 | 中建八局第二建设有限公司 | Reinforcing device for small board house, reinforcing body and mounting method of reinforcing device |
-
2020
- 2020-03-24 CN CN202010212095.9A patent/CN111255061A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622684A (en) * | 2021-07-09 | 2021-11-09 | 浙江二十冶建设有限公司 | Construction method for assembling hidden steel structure |
| CN115749365A (en) * | 2022-12-29 | 2023-03-07 | 中建八局第二建设有限公司 | Reinforcing device for small board house, reinforcing body and mounting method of reinforcing device |
| CN115749365B (en) * | 2022-12-29 | 2024-05-17 | 中建八局第二建设有限公司 | Reinforcing device, reinforcing body and mounting method of reinforcing device for small-sized board room |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108060746B (en) | Assembled prestressed concrete large-span frame system and construction method thereof | |
| CN106499051A (en) | A kind of post insertion prefabricated PC concrete frame frame system and its construction method | |
| CN108005304B (en) | Assembled prestressed concrete frame system and construction method thereof | |
| CN103388357B (en) | Shatter-proof, prefabricated steel tube shear Temperature Variation In Buildings of Mixed Structures thing | |
| CN203475598U (en) | Shock-proof prefabricated building of steel bar truss shearing wall composite structure | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN207538322U (en) | A kind of prefabricated PC concrete frame frame system | |
| CN102418387B (en) | Post-tensioning external prestressed steel beam and pre-tensioning prestressed superposed beam combined building structure system and construction technology thereof | |
| CN210164056U (en) | Assembled steel-concrete composite structure building system | |
| CN111851825A (en) | Fabricated form-removal-free prefabricated steel bar truss floor and construction method thereof | |
| CN111255061A (en) | Assembled steel pipe concrete column steel frame-beam column wall residential system | |
| CN208267234U (en) | A kind of prefabricated PC concrete large-span frame system | |
| CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
| CN115928909B (en) | Short-limb shear wall assembled light steel combined truss supported steel wire net rack mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
| CN211898894U (en) | Assembled steel pipe concrete column steel frame-beam column wall residential system | |
| CN207538558U (en) | Full prefabricated PC concrete frame energy dissipation component system | |
| CN214614878U (en) | Be applied to single face coincide wallboard of external system | |
| CN112282164B (en) | Light composite floor slab structure and construction method thereof | |
| CN209779873U (en) | assembly type building structure taking round steel pipe-like constrained combined structure as core | |
| CN112746704A (en) | Arch type steel-concrete combined ceiling structure of large-span giant underground workshop and construction method | |
| CN1073658C (en) | 3-D Structure System for building and construction method therefor | |
| CN219509006U (en) | High-altitude large-span daylighting skylight space truss steel platform construction system | |
| CN217461369U (en) | High-altitude large-span structure construction platform between intensive buildings | |
| CN215630727U (en) | Prefabricated caisson and connecting structure thereof | |
| CN212689236U (en) | Open-web steel-concrete combined structure residential system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: Room n207-11, industrial design base (complex building), 151 qutun Road, lingzhi street, Yuecheng District, Shaoxing City, Zhejiang Province, 312000 Applicant after: Zhejiang Lizhi Construction Technology Co.,Ltd. Address before: 312000 room 1301-h, Guomao building, Yuecheng District, Shaoxing City, Zhejiang Province Applicant before: Zhejiang Liwei Steel Structure Technology Co.,Ltd. |