CN106049663B - The dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube - Google Patents
The dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube Download PDFInfo
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- CN106049663B CN106049663B CN201610580140.XA CN201610580140A CN106049663B CN 106049663 B CN106049663 B CN 106049663B CN 201610580140 A CN201610580140 A CN 201610580140A CN 106049663 B CN106049663 B CN 106049663B
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- 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
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- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
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- Structural Engineering (AREA)
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- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube, including：Energy-consuming shear wall structure is set on the Wasted-energy steel plate between two adjacent steel pipe columns including spaced steel pipe column and branch, concrete column core is perfused in the steel pipe column；The Wasted-energy steel plate is connected with the corresponding steel pipe column；The building enclosure being connected between two energy-consuming shear wall structures, multiple building enclosures and energy-consuming shear wall structure are enclosed residential structure.It connects to form energy-consuming shear wall structure with Wasted-energy steel plate using steel pipe column, bearing capacity is big, vertical and horizontal loading is born by concrete filled steel tube, the energy of accidental action generation is consumed by Wasted-energy steel plate, reduce the extent of the destruction of accidental action, which may replace the big steel column in existing structure middle section, and energy-consuming shear wall structure is identical with the thickness of building enclosure, solves the problems, such as indoor dew column, i.e., indoor external corner problem.
Description
Technical field
The present invention relates to the realm of building construction, refer in particular to a kind of house of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube
System.
Background technology
Under the extensive dwelling construction pattern of China's tradition, dwelling construction utilizes artificial degree of dependence height, energy resource
Efficiency is low, and leads to serious environmental pollution, and form housing industrialization and green residence building to a certain extent forces machine
System.
The characteristics of intrinsic prefabrication and assembly construction degree of steel construction is high easily realizes production standardization and component component, is suitble to promote
Housing industrialization, in addition steel there are energy-saving and emission-reduction and recycle house can reduce ecological environment using steel construction
Load.So steel house is Green Architectural Development trend, is conducive to develop low-carbon economy and circular economy, is conducive to build
If resource-conserving and environment-friendly society.Compared to traditional concrete component, steel construction is light-weight, and intensity is big, and price is low
It is honest and clean, ground and foundation cost are advantageously reduced, and anti-seismic performance is superior.Steel construction is the important ring in industrial chain, steel construction
The profound change that the sudden emergence of house will lead to building trade promotes close cooperation and depth between industrial chain relevant enterprise to melt
It closes, leads the industry restructuring of enterprise.
Housing building of steel-structure is frequently with steel core concrete column, and structure is as shown in Figure 1,11 corner portion of wall is provided with steel column
12, which stretches into room there are one angle in the junction meeting of steel column 12 and wall 11, destroys because column cross-section size is larger
That is, there is external corner at indoor corner in the globality and applicability of the interior space.
Invention content
The defects of it is an object of the invention to overcome the prior art, provides a kind of concrete filled steel tube close column steel plate energy consumption shearing
The dwelling house system of wall construction solves the problems, such as to stretch into the external corner formed in room in existing steel construction there are one jiao of column.
Realizing the technical solution of above-mentioned purpose is：
The present invention provides a kind of dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube, including：
Energy-consuming shear wall structure is set on including spaced steel pipe column and branch between two adjacent steel pipe columns
Wasted-energy steel plate is perfused with concrete column core in the steel pipe column；The Wasted-energy steel plate is connected with the corresponding steel pipe column；
The building enclosure being connected between two energy-consuming shear wall structures, multiple building enclosures and energy consumption are cut
Power wall construction is enclosed residential structure.
It connects to form energy-consuming shear wall structure with Wasted-energy steel plate using steel pipe column, bearing capacity is big, bears to erect by steel pipe column
To and horizontal loading, the energy that accidental action generates is consumed by the deformation of Wasted-energy steel plate, reduces the destruction journey of accidental action
Degree, the energy-consuming shear wall structure may replace the thickness of the big steel column in existing structure middle section, energy-consuming shear wall structure and building enclosure
It spends identical, solves the problems, such as indoor dew column, i.e., indoor external corner problem.The energy-consuming shear wall structure has simple in structure, intensity height,
From heavy and light, anti-seismic performance is good, convenient material drawing.Energy-consuming shear wall structure realizes standardization, integrated construction, for the side of bringing that constructs
Just.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
Interior entity plate is covered on the inside of Wasted-energy steel plate, outside is covered with outer body plate.In the both sides sandwiched of Wasted-energy steel plate entity plate and
Outer body plate improves the rigidity of Wasted-energy steel plate by interior entity plate and outer body plate, prevents Wasted-energy steel plate before abundant energy consumption
Premature bending deformation preferably plays the energy consumption effect of structure.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
The first branch sleeve is preset in outer body plate, is preset in the interior entity plate and first branch sleeve corresponding second
Branch sleeve, the Wasted-energy steel plate corresponds to first branch sleeve and second branch sleeve offers connecting hole, passes through
Connection bolt is screwed together in second branch sleeve, and then wear the connecting hole and be screwed together in first branch sleeve, from
And realize being fastenedly connected for the Wasted-energy steel plate, the interior entity plate and the outer body plate.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
The diameter of connecting hole is more than the diameter of the connection bolt, is set with enabling staying between the hole wall of the connecting hole and the connection bolt
There is deformation space.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
The first fire-proof plate is covered on the inside of Wasted-energy steel plate and the steel pipe column, first fire-proof plate is located at the Wasted-energy steel plate
Part is set on as the interior ontology between the Wasted-energy steel plate；Is covered on the outside of the Wasted-energy steel plate and the steel pipe column
Two fire-proof plates, the part that second fire-proof plate is located at the Wasted-energy steel plate are set on the outer body plate and the Wasted-energy steel plate
Between.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
The medial surface of energy-consuming shear wall structure is covered with inner trim panels, and lateral surface is covered with thermal insulation board and balustrade exterior panelling.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
Building enclosure include along wall direction set it is end to end it is multiple go along with sb. to guard him unit, the unit of going along with sb. to guard him includes being set on inside
Steel joist, the outer impeller being installed on the outside of the steel joist and the interior impeller being installed on the inside of the steel joist.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
The first screw shell is preset in outer impeller, the second screw thread corresponding with first screw shell is preset in the interior impeller
Sleeve, the both sides of the steel joist are equipped with connection otic placode, and first screw shell and described the are corresponded in the connection otic placode
Two screw shells offer pilot hole, and second screw shell is screwed together in, and then wear the pilot hole by fastening bolt
And first screw shell is screwed together in, so as to fulfill the fastening of the interior impeller, the connection otic placode and the outer impeller
Connection.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
Outer impeller and the interior impeller are concrete slab, and the concrete slab is located in the both sides of the steel joist.
The close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention dwelling house system further improvement lies in that, it is described
Outer impeller includes the outer fire-proof plate, outer concrete slab, heat-insulation plate for external and the outer plaque that set gradually, the outer fire-proof plate cover in
The outside of the steel joist；The interior impeller includes the interior fire-proof plate, inner concrete plate and the trim panel that set gradually, described interior
Fire-proof plate is overlying on the inside of the steel joist.
Description of the drawings
Fig. 1 is the attachment structure schematic diagram of existing steel construction center pillar and wall.
Fig. 2 is energy-consuming shear wall structure in the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention
First embodiment structure diagram.
Fig. 3 is the side view of the energy-consuming shear wall structure of the present invention.
Fig. 4 is the structure diagram that interior entity plate and outer body plate are installed in energy-consuming shear wall structure of the present invention.
Fig. 5 is the structure diagram that multilayer feature board is installed in energy-consuming shear wall structure of the present invention.
Fig. 6 is the structure diagram that energy-consuming shear wall structure of the present invention is connect with building enclosure.
Fig. 7 is the structure diagram of the second embodiment of the energy-consuming shear wall structure of the present invention.
Fig. 8 is the knot of the 3rd embodiment of the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention
Structure schematic diagram.
Fig. 9 is the knot of the fourth embodiment of the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention
Structure schematic diagram.
Figure 10 is the sectional view of the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention.
Figure 11 is the structure diagram of the first embodiment of the building enclosure of the present invention.
Figure 12 is the structure diagram of the second embodiment of the building enclosure of the present invention.
Specific embodiment
The invention will be further described in the following with reference to the drawings and specific embodiments.
The present invention provides a kind of dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube, for solving steel
Indoor external corner problem present in structural system.The residential body of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention
Energy-consuming shear wall structural bearing capacity in system is big, and anti-seismic performance is good, can replace traditional steel structure column, the energy-consuming shear wall structure
Intensity be suitable for high residential building, energy-consuming shear wall structure is concordant with the surfaces externally and internally of building enclosure, solves traditional steel
Indoor external corner problem existing for structural column.The energy-consuming shear wall structure and building enclosure of the present invention forms integration, standardization
With fabricated wall so that construction is convenient.In the interior outside of energy-consuming shear wall and building enclosure using decorative heat preservation fire prevention one
Body structure solves the problems, such as the fire prevention of steel member and heat preservation energy-saving.The close column steel plate consumption of concrete filled steel tube provided by the invention
Can the residential body assembly stress of shear wall structure, heat preservation, energy saving and fire-proof function in one, also efficiently solve steel construction dew
Column, the problem of destroying the globality and applicability of the interior space.The close column steel plate to concrete filled steel tube of the present invention below in conjunction with the accompanying drawings
The dwelling house system of energy-consuming shear wall structure illustrates.
As shown in Fig. 2, Fig. 6 and Figure 10, the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube of the present invention
Including energy-consuming shear wall structure 20 and building enclosure 30, building enclosure 30 is connected between two energy-consuming shear wall structures 20, is enclosed
Protection structure 30 is equivalent to the wall of residential structure, and energy-consuming shear wall structure 20 is equivalent to the structural column of residential structure, by multiple
Building enclosure 30 and energy-consuming shear wall structure 20 are enclosed residential structure.
As shown in Figures 2 and 3, energy-consuming shear wall structure 20 includes steel pipe column 21 and Wasted-energy steel plate 22, and steel pipe column 21 is spaced
Setting, and concrete column core 211 is perfused in steel pipe column 21, steel core concrete column is formed, Wasted-energy steel plate 22 is set on adjacent
Between two steel pipe columns 21, which connect with the steel pipe column 21 of its both sides.Steel pipe column 21 can be along wall direction interval
It sets, is connected between adjacent two steel pipe columns 21 by Wasted-energy steel plate 22, form energy-consuming shear wall structure.Energy-consuming shear wall
The vertical and horizontal loading that structure 20 is born, is born by steel pipe column 21, and concrete column core 211 is perfused with inside the steel pipe column 21,
Ensure the structural strength of steel pipe column 21, bearing capacity is big, has preferable stability.Energy-consuming shear wall structure 20 is by Wasted-energy steel plate
22 can absorb certain seismic energy by elastic deformation, it is ensured that the structure of energy-consuming shear wall structure 20 under geological process not
It can occur seriously to destroy.Wasted-energy steel plate 22 can consume the energy of accidental action (such as earthquake) generation, and reduce the accidental action
To structural damage degree.Energy-consuming shear wall structure is formed using steel pipe column and Wasted-energy steel plate, preferable energy-dissipating property is provided, is had
There is stronger stability, and structural strength is high, bearing capacity is big, which can replace existing steel house body
Steel structure column in system, avoid original steel structure column one jiao stretch into globality that is indoor and destroying the interior space and are applicable in
The problem of property.
As shown in figure 4, being covered with interior entity plate 23 in the inside of Wasted-energy steel plate 22, outside is covered with outer body plate 24, interior
The outer surface of entity plate 23 and outer body plate 24 and the flush with outer surface of steel pipe column 21, interior entity plate 23 and outer body plate therein
24 be concrete structural slab.Entity plate 23 and outer body plate 24 in the both sides sandwiched of Wasted-energy steel plate 22, pass through interior entity plate 23
The rigidity of Wasted-energy steel plate 22 is improved with outer body plate 24, is put down so that Wasted-energy steel plate 22 obtains between rigidity and elastic deformation
Weighing apparatus can give full play to energy consumption effect, i.e. Wasted-energy steel plate 22 can either consume energy deformation absorption pressure, and will not be before abundant energy consumption
Premature bending deformation.In addition to preventing Wasted-energy steel plate 22 from consuming energy when fully consuming energy failure, energy-consuming shear wall structure 20 exists
Two pieces of mutually independent Wasted-energy steel plates 22 are at least set on one direction, accordingly even when one piece of energy consumption of Wasted-energy steel plate 22 fails,
Also other effective Wasted-energy steel plates, it can be ensured that the stabilization of energy-consuming shear wall structure 20.
As shown in figure 4, being preset with the first branch sleeve 25 in outer body plate 24, it is preset in interior entity plate 23 and connects with first
25 corresponding second branch sleeve 26 of female connector cylinder, with reference to shown in Fig. 2 and Fig. 3, Wasted-energy steel plate 22 corresponds to 25 He of the first branch sleeve
Second branch sleeve 26 offers connecting hole 221, and the second branch sleeve 26 is screwed together in, and then wear connection by connecting bolt 27
Hole 221 is simultaneously screwed together in the first branch sleeve 25, so as to fulfill the fastening of outer body plate 24, Wasted-energy steel plate 22 and interior entity plate 23
Connection.First branch sleeve 25 and the second branch sleeve 26 is have female tube-in-tube structure, and the first branch sleeve 25 is in advance
It is placed in outer body plate 24, the second branch sleeve 26 is default to be placed in interior entity plate 23, and outer body plate 24 is overlying on Wasted-energy steel plate
22 outside, when interior entity plate plate 23 is overlying on the inside of Wasted-energy steel plate 22, the first branch sleeve 25, the second branch sleeve 26 and
Connecting hole 221 on Wasted-energy steel plate 22 aligns, and connection bolt 27 is screwed together in the second branch sleeve 26 and the first branch sleeve 25,
It realizes interior entity plate 23 and outer body plate 24 clamps Wasted-energy steel plate 22, and be fastenedly connected with Wasted-energy steel plate 22.By connecting spiral shell
Interior entity plate 23 and outer body plate 24 are connected by bolt 27 across Wasted-energy steel plate 22 so that and attended operation is simple, easy for construction,
Form standardization, integration, assembled energy-consuming shear wall structure.Interior entity plate 23 and outer body plate 24 and Wasted-energy steel plate 22 are real
It is now reliably connected, and there are gap between the both ends and steel pipe column 21 of interior entity plate 23 and outer body plate 24, so that the interior sheet
Body plate 23 and outer body plate 24 do not influence the stress of steel pipe column 21 and Wasted-energy steel plate 22.
As shown in Figure 3 and Figure 4, the diameter of the connecting hole 221 on Wasted-energy steel plate 22 is less than the diameter of connection bolt 27, even
It is to be installed with deformation space between the hole wall of the connecting hole 221 and connection bolt 27, the change that connecting bolt 27, which passes through connecting hole 221,
Shape space can be ensured that Wasted-energy steel plate 22 does not interfere with the connection of connection bolt 27 in energy consumption, it is therefore prevented that Wasted-energy steel plate 22 is consuming
To the influence of connection 27 bonding strength of bolt during energy.Preferably, the connecting hole 221 is slotted eye, passed through in connection bolt 27
After slotted eye, the two side of the slotted eye is formed with deformation space between bolt 27 is connected, and can absorb certain shape
Become, Wasted-energy steel plate 22 is avoided to generate deformation power to connection bolt 27 in deformation, and then from being made to being fastenedly connected for bolt 27 of connection
Into destruction.
As shown in figure 5, the first fire-proof plate 28a, the first fire-proof plate are covered in the inside of Wasted-energy steel plate 22 and steel pipe column 21
28a is located at the part at Wasted-energy steel plate 22 and is set between interior entity plate 23 and Wasted-energy steel plate 22, and the first fire-proof plate 28a is located at steel pipe
The part of column 21 and the flush with outer surface of interior entity plate 23 are set.Second is covered in the outside of Wasted-energy steel plate 22 and steel pipe column 21
Fire-proof plate 28b, the part that the second fire-proof plate 28b is located at Wasted-energy steel plate 22 are set between outer body plate 24 and Wasted-energy steel plate 22,
Second fire-proof plate 28b is located at the part of steel pipe column 21 and is set with the flush with outer surface of outer body plate 24.Wherein steel pipe column 21 and consumption
The inside of energy steel plate 22 is close to indoor side, and outside is close to the side of outdoor.By setting the first fire-proof plate 28a and the
Two fire-proof plate 28b so that energy-consuming shear wall structure 20 has fire-proof function.As the present invention a better embodiment, first
Fire-proof plate 28a and the second fire-proof plate 28b corresponds to the first branch sleeve 25 and the second branch sleeve 26 is also preset with branch sleeve, and
It is fastenedly connected together by connecting bolt 27.As another better embodiment of the present invention, in the first fire-proof plate 28a and Nei Ben
The second branch sleeve 26 is preset in body plate 23, the first branch sleeve 25 is preset in the second protective plate 28b and outer body plate 24, into
And mating connection bolt 27 is fastenedly connected together.Inner trim panels 28c is covered in the medial surface of energy-consuming shear wall structure 20, outside
Side is covered with thermal insulation board 28d and balustrade exterior panelling 28e, and inner trim panels 28c is covered in the first fire-proof plate 28a and interior entity plate 23
Outer surface, thermal insulation board 28d cover the outer surface in the second fire-proof plate 28b and outer body plate 23, and balustrade exterior panelling 28e is covered in heat preservation
The outer surface of plate 28d.Thermal insulation board plays the function of heat preservation, and inner trim panels and balustrade exterior panelling play the effect of decoration.Pass through
Thermal insulation board, decorative panel, fire-proof plate are set so that energy-consuming shear wall structure 20 collects stress, heat preservation, energy saving and fire-proof function in one
Body solves the problems, such as the heat preservation energy-saving of the fire safety problem of steel member and wall.
When the construction of energy-consuming shear wall structure 20 using the present invention forms the wall of dwelling house system, the consumption can be individually used
Can shear wall structure 20 be spliced to form wall, but it is higher to do so cost, for steel house, main force structure
For steel structure column and steel structure girder, the stress of the wall between steel structure column and steel structure girder is weaker, so for wall
Intensity requirement can be relatively lower, in this way when constructing wall, can using the present invention energy-consuming shear wall structure 20 as steel knot
Structure column uses, and is set to the position of the structural column of residential structure or building body, is connected in the end of energy-consuming shear wall 20
Building enclosure 30.As shown in fig. 6, the end of the energy-consuming shear wall 20 of the present invention is connected with building enclosure 30, the building enclosure 30
Including along wall direction set it is end to end it is multiple go along with sb. to guard him unit 31, go along with sb. to guard him unit 31 and include set on internal steel joist
311st, the outer impeller 313 for being installed in 311 outside of steel joist and the interior impeller 314 for being installed in 311 inside of steel joist, steel joist
311 outside is close to outdoor side, and inside is close to indoor side.Outer impeller 313 and interior impeller 314 and steel joist
311 connection mode is：The first screw shell 315 is preset in outer impeller 313, is preset in interior impeller 314 and the first screw thread
315 corresponding second screw shell 316 of sleeve, the both sides of steel joist 311 are equipped with connection otic placode 312, right in connection otic placode 312
The first screw shell 315 and the second screw shell 316 is answered to offer pilot hole, the second screw thread is screwed together in by fastening bolt 317
Sleeve 316, and then wear pilot hole and be screwed together in the first screw shell 315, it is achieved thereby that interior impeller 314, connection otic placode 312
With being fastenedly connected for outer impeller 313, it is formed going along with sb. to guard him unit 31.
The first embodiment of building enclosure 30, as shown in figure 11, the outer impeller 313 gone along with sb. to guard him on unit 31 of building enclosure 30
It is concrete slab with interior impeller 314, two concrete slabs are folded in the both sides of steel joist 311, together form and go along with sb. to guard him unit 31.
The first screw shell 315 and the second screw shell 316 have been preset in concrete slab, has then coordinated the fastening of fastening bolt 317 mixed
Concrete board and steel joist 311.Using the combination of steel joist 311 and concrete slab, the structural strength for meeting building enclosure 30 will
It asks, and assembles simple and convenient.
The second embodiment of building enclosure 30 as shown in figure 12, goes along with sb. to guard him the outer impeller 313 on unit 31 and includes setting gradually
Outer fire-proof plate 3131, outer concrete slab 3132, heat-insulation plate for external 3133 and outer plaque 3134, outer fire-proof plate 3131 be overlying on steel dragon
The outside of bone 311, interior impeller 314 include the interior fire-proof plate 3141, inner concrete plate 3142 and the trim panel 3143 that set gradually,
Interior fire-proof plate 3141 is overlying on the inside of steel joist.The first thread bush has been preset in outer fire-proof plate 3131 and outer concrete slab 3132
Cylinder 315, has preset the second screw shell 316 in interior fire-proof plate 3141 and inner concrete plate 3142, cooperation fastening bolt 317 into
Row is fastenedly connected.Using fire-proof plate, thermal insulation board and concrete slab so that building enclosure collection stress, heat preservation, energy saving and fire prevention
Function solves the problems, such as the heat preservation energy-saving of the fire safety problem of steel member and wall in one.
Construct elongated shape wall construction when, the length of the wall construction is very long, and energy-consuming shear wall structure 20 can be used with going along with sb. to guard him
30 alternative splicing of structure is constructed, and in the position to need reinforcement, sets one section of energy-consuming shear wall structure 20, remaining uses and goes along with sb. to guard him knot
Structure 30 disclosure satisfy that the intensity requirement of wall construction, and with from heavy and light, intensity is high, and anti-seismic performance is good, keeps the temperature, fire prevention, energy saving etc.
Advantage.
During residential structure of constructing, using rod structure of the energy-consuming shear wall structure 20 as residential structure, using building enclosure
30 wall construction as residential structure sets energy-consuming shear wall structure 20, if Fig. 2, Fig. 7 are to such as at the rod structure of residential structure
Shown in 9, the shape of the energy-consuming shear wall structure 20 can be designed as linear type, L-shaped, T shapes or cross as needed, consume energy
The end connection building enclosure 30 of shear wall structure 20, the energy-consuming shear wall structure 20 of linear type is for the longer wall construction of length
Reinforcing, the energy-consuming shear wall structure 20 of L-shaped is set on the junction of two wall constructions of right angle connection, and T shapes faced wall is for connecting
Three wall body structures are connect, cross faced wall is for four wall body structures of connection.Wherein in linear type energy-consuming shear wall structure 20
Steel pipe column 21 set in linear type, the 21 L-shaped setting of steel pipe column in L-shaped energy-consuming shear wall structure 20, T shape energy-consuming shear walls
21 T-shaped setting of steel pipe column in structure 20, the steel pipe column 21 in cross energy-consuming shear wall structure 20 are set in cross.Knot
It closes shown in Fig. 3, the girder construction 40 of residential structure is set on building enclosure 30 and energy-consuming shear wall structure 20, which uses
Girder steel, in a floor of residential structure, girder steel is set on building enclosure 30, and enclosing for a floor is provided on girder steel
Protection structure 30.In this way using energy-consuming shear wall structure 20, building enclosure 30 and girder steel, can convenient construction building house, entirely
Dwelling house system overall structure is simple, and intensity is high, and from heavy and light, anti-seismic performance height is good, easy construction.
As shown in Figure 10, it is shown that building enclosure 30 is connected between two L-shaped faced walls, the other end of L-shaped faced wall is also
The room being enclosed in residential structure of other building enclosures, energy-consuming shear wall structure 20 and building enclosure 30 can be connected
Between, the structure protruded out is had no in the corner in room, energy-consuming shear wall structure 20 of the invention solves the problems, such as indoor external corner,
It ensure that the integrality and applicability of the interior space.
The present invention is described in detail above in association with attached drawing embodiment, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not form limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (8)
1. a kind of dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube, which is characterized in that including：
Energy-consuming shear wall structure, the energy consumption being set on including spaced steel pipe column and branch between two adjacent steel pipe columns
Steel plate, concrete column core is perfused in the steel pipe column, and the Wasted-energy steel plate and the corresponding steel pipe column connect；And
The building enclosure being connected between two energy-consuming shear wall structures, the building enclosure include setting along wall direction
It is end to end it is multiple go along with sb. to guard him unit, multiple building enclosures and energy-consuming shear wall structure are enclosed residential structure；Institute
It states and interior entity plate is covered on the inside of Wasted-energy steel plate, outside is covered with outer body plate；The first company is preset in the outer body plate
Female connector cylinder is preset with the second branch sleeve corresponding with first branch sleeve, the Wasted-energy steel plate in the interior entity plate
Corresponding first branch sleeve and second branch sleeve offer connecting hole, and described second is screwed together in by connecting bolt
Branch sleeve, and then wear the connecting hole and be screwed together in first branch sleeve, so as to fulfill the Wasted-energy steel plate, described
Interior entity plate and the outer body plate are fastenedly connected.
2. the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube as described in claim 1, which is characterized in that
The diameter of the connecting hole is more than the diameter of the connection bolt, to enable between the hole wall of the connecting hole and the connection bolt
It is installed with deformation space.
3. the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube as described in claim 1, which is characterized in that
The first fire-proof plate is covered on the inside of the Wasted-energy steel plate and the steel pipe column, first fire-proof plate is located at the Wasted-energy steel plate
The part at place is set between the interior entity plate and the Wasted-energy steel plate；It is covered on the outside of the Wasted-energy steel plate and the steel pipe column
There is the second fire-proof plate, the part that second fire-proof plate is located at the Wasted-energy steel plate is set on the outer body plate and the energy consumption
Between steel plate.
4. the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube as described in claim 1, which is characterized in that
The medial surface of the energy-consuming shear wall structure is covered with inner trim panels, and lateral surface is covered with thermal insulation board and balustrade exterior panelling.
5. the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube as described in claim 1, which is characterized in that
The unit of going along with sb. to guard him includes set on internal steel joist, the outer impeller being installed on the outside of the steel joist and is installed in the steel
Interior impeller on the inside of keel.
6. the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube as claimed in claim 5, which is characterized in that
The first screw shell is preset in the outer impeller, is preset in the interior impeller and first screw shell corresponding second
Screw shell, the both sides of the steel joist are equipped with connection otic placode, first screw shell and institute are corresponded in the connection otic placode
It states the second screw shell and offers pilot hole, second screw shell is screwed together in, and then wear the dress by fastening bolt
Distribution is simultaneously screwed together in first screw shell, so as to fulfill the interior impeller, the connection otic placode and the outer impeller
It is fastenedly connected.
7. such as the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube described in claim 5 or 6, feature exists
In the outer impeller and the interior impeller are concrete slab, and the concrete slab is located in the both sides of the steel joist.
8. such as the dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube described in claim 5 or 6, feature exists
In the outer impeller includes setting gradually outer fire-proof plate, outer concrete slab, heat-insulation plate for external and outer plaque, the outer fire-proof plate
It is overlying on the outside of the steel joist；The interior impeller includes the interior fire-proof plate, inner concrete plate and the trim panel that set gradually, institute
State the inside that interior fire-proof plate is overlying on the steel joist.
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| CN201610580140.XA CN106049663B (en) | 2016-07-22 | 2016-07-22 | The dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106436907B (en) * | 2016-11-22 | 2023-12-29 | 广州市设计院 | Tower crown steel and shear wall reinforced bar structure plug-in connection method and connection structure |
| CN108590030A (en) * | 2018-05-09 | 2018-09-28 | 安徽富煌钢构股份有限公司 | A kind of assembling frame large-scale construction board and its manufacturing process |
| CN110552443B (en) * | 2019-08-20 | 2020-10-16 | 湖北正浩建设集团有限公司 | Residential system of steel pipe concrete close-packed column steel plate energy-consuming shear wall structure |
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| CN101435232A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Common concrete frame column restricted type regeneration concrete shear force wall and manufacturing method thereof |
| CN204435602U (en) * | 2014-12-30 | 2015-07-01 | 长安大学 | A kind of built-in steel plate concrete combined shear wall |
| CN204826308U (en) * | 2015-07-21 | 2015-12-02 | 重庆欧冠钢结构有限公司 | Structure assembly type structure is pieced together in advance to prefabricated shaped steel concrete shear force wall |
| CN105369978A (en) * | 2015-11-06 | 2016-03-02 | 中建钢构有限公司 | Modularized inner partition board |
| CN205875382U (en) * | 2016-07-22 | 2017-01-11 | 中国建筑第八工程局有限公司 | Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete |
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| CN101435232A (en) * | 2008-12-12 | 2009-05-20 | 北京工业大学 | Common concrete frame column restricted type regeneration concrete shear force wall and manufacturing method thereof |
| CN204435602U (en) * | 2014-12-30 | 2015-07-01 | 长安大学 | A kind of built-in steel plate concrete combined shear wall |
| CN204826308U (en) * | 2015-07-21 | 2015-12-02 | 重庆欧冠钢结构有限公司 | Structure assembly type structure is pieced together in advance to prefabricated shaped steel concrete shear force wall |
| CN105369978A (en) * | 2015-11-06 | 2016-03-02 | 中建钢构有限公司 | Modularized inner partition board |
| CN205875382U (en) * | 2016-07-22 | 2017-01-11 | 中国建筑第八工程局有限公司 | Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete |
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