CN205875382U - Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete - Google Patents
Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete Download PDFInfo
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- CN205875382U CN205875382U CN201620774894.4U CN201620774894U CN205875382U CN 205875382 U CN205875382 U CN 205875382U CN 201620774894 U CN201620774894 U CN 201620774894U CN 205875382 U CN205875382 U CN 205875382U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 240
- 239000010959 steel Substances 0.000 title claims abstract description 240
- 238000009413 insulation Methods 0.000 claims description 10
- 238000010792 warming Methods 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000002265 prevention Effects 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 2
- 230000009471 action Effects 0.000 abstract description 6
- 230000006378 damage Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 description 28
- 230000006872 improvement Effects 0.000 description 9
- 238000004134 energy conservation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000004321 preservation Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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Abstract
The utility model relates to a housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete, include: the power consumption shear wall structure, adjacent two are located with propping up to the steel -pipe column that sets up including the interval power consumption steel sheet between the steel -pipe column, the concrete column core has been filled in the steel -pipe column, the power consumption steel sheet with correspond the steel -pipe column is connected, connect in two envelope between the power consumption shear wall structure, it is a plurality of envelope enclose to close with the power consumption shear wall structure and form the house structure. Adopting the steel -pipe column to connect with the power consumption steel sheet and forming the power consumption shear wall structure, the bearing capacity is big, bears vertically and the horizontal loading through the steel pipe concrete, consumes the energy that accidental action produced through the power consumption steel sheet, reduces accidental action's destruction degree, the big steel column in the current structure middle section of the shear wall structure that should consume energy substituted, and the power consumption shear wall structure is the same with envelope's thickness, has solved indoor dew post problem, promptly indoor external corner problem.
Description
Technical field
This utility model relates to the realm of building construction, refers in particular to a kind of concrete filled steel tube close post steel plate energy-consuming shear wall structure
Dwelling house system.
Background technology
Under China's tradition extensive style dwelling construction pattern, dwelling construction is high to artificial degree of dependence, and energy resource utilizes
Efficiency is low, and causes serious environmental pollution, and define housing industrialization and green residence building to a certain extent forces machine
System.
The feature that steel construction intrinsic prefabrication and assembly construction degree is high, easily realizes production standard and component component, is suitable for advancing
Housing industrialization, additionally steel have the advantage such as energy-saving and emission-reduction and recycling, and house uses steel construction can reduce ecological environment
Load.So, steel house is Green Architectural Development trend, is conducive to development low-carbon economy and recycling economy, is conducive to building
If resource-conserving and environment-friendly society.Compared to traditional concrete component, steel construction is lightweight, and intensity is big, and price is low
Honest and clean, advantageously reduce ground and foundation cost, and anti-seismic performance is superior.Steel construction is the important ring in industrial chain, steel construction
The sudden emergence of house will cause the profound change of building trade, promote that the close cooperation between industrial chain relevant enterprise and the degree of depth are melted
Close, lead the industry restructuring of enterprise.
Housing building of steel-structure is frequently with steel core concrete column, and structure is as it is shown in figure 1, body of wall 11 corner portion is provided with steel column
12, this steel column 12 is relatively big because of column cross-section size, has an angle in the junction of steel column 12 with body of wall 11 and stretches in room, destroys
, at i.e. indoor corner, there is external corner problem in the globality of the interior space and the suitability.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that a kind of concrete filled steel tube close post steel plate power consumption
The dwelling house system of shear wall structure, solves to exist in existing steel construction one jiao of external corner problem formed in stretching into room of post.
The technical scheme realizing above-mentioned purpose is:
This utility model provides the dwelling house system of a kind of concrete filled steel tube close post steel plate energy-consuming shear wall structure, including:
Energy-consuming shear wall structure, including spaced steel pipe column be located between the described steel pipe column of adjacent two
Wasted-energy steel plate, is perfused with concrete column core in described steel pipe column；Described Wasted-energy steel plate connects with corresponding described steel pipe column；
Being connected to the building enclosure between two described energy-consuming shear wall structures, multiple described building enclosures and power consumption are cut
Power wall construction encloses formation residential structure.
Using steel pipe column and Wasted-energy steel plate to connect and form energy-consuming shear wall structure, bearing capacity is big, is born perpendicular by steel pipe column
To and horizontal loading, by the deformation of Wasted-energy steel plate consume accidental action produce energy, reduce accidental action destruction journey
Degree, this energy-consuming shear wall structure may replace the thickness of the steel column that existing structure middle section is big, energy-consuming shear wall structure and building enclosure
Spend identical, solve indoor dew post problem, i.e. indoor external corner problem.This energy-consuming shear wall structure has simple in construction, and intensity is high,
From heavy and light, anti-seismic performance is good, draws materials conveniently.Energy-consuming shear wall structure achieves standardization, and integrated construction, for the construction side of bringing
Just.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
The inner side of described Wasted-energy steel plate is covered with interior entity plate, and outside is covered with outer body plate.Body in the both sides sandwiched of Wasted-energy steel plate
Plate and outer body plate, improve the rigidity of Wasted-energy steel plate by interior entity plate and outer body plate, prevents Wasted-energy steel plate in fully power consumption
Too the earlyest bending deformation, preferably plays the power consumption effect of structure.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
It is preset with the first branch sleeve in described outer body plate, is preset with corresponding with described first branch sleeve in described interior entity plate
Second branch sleeve, corresponding described first branch sleeve of described Wasted-energy steel plate and described second branch sleeve offer connecting hole,
It is screwed together in described second branch sleeve by connecting bolt, and then wears described connecting hole and be screwed together in described first adapter sleeve
Cylinder, thus realize being fastenedly connected of described Wasted-energy steel plate, described interior entity plate and described outer body plate.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
The diameter of described connecting hole is more than the diameter of described connecting bolt, to make between the hole wall of described connecting hole and described connecting bolt
It is installed with deformation space.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
The inner side of described Wasted-energy steel plate and described steel pipe column is covered with the first PLASTIC LAMINATED, and described first PLASTIC LAMINATED is positioned at described Wasted-energy steel plate
The part at place is located at as described interior body and between described Wasted-energy steel plate；The outside of described Wasted-energy steel plate and described steel pipe column covers
There are the second PLASTIC LAMINATED, described second PLASTIC LAMINATED to be positioned at the part at described Wasted-energy steel plate and are located at described outer body plate and described power consumption
Between steel plate.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
The medial surface of described energy-consuming shear wall structure is covered with inner trim panels, and lateral surface is covered with warming plate and balustrade exterior panelling.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
Described building enclosure includes end to end multiple going along with sb. to guard him unit along what wall direction was arranged, described in go along with sb. to guard him in unit includes being located at
The steel joist in portion, it is installed in the outer impeller outside described steel joist and is installed in the interior impeller inside described steel joist.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
It is preset with the first screw shell in described outer impeller, in described interior impeller, is preset with second corresponding with described first screw shell
Screw shell, the both sides of described steel joist are provided with connection otic placode, corresponding described first screw shell and institute on described connection otic placode
State the second screw shell and offer pilot hole, be screwed together in described second screw shell by fastening bolt, and then wear described dress
Distribution is also screwed together in described first screw shell, thus realizes described interior impeller, described connection otic placode and described outer impeller
It is fastenedly connected.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
Described outer impeller and described interior impeller are concrete slab, and described concrete slab is located in the both sides of described steel joist.
Further improvement is that of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure,
Described outer impeller includes that the outer PLASTIC LAMINATED set gradually, outer concrete slab, heat-insulation plate for external and outer plaque, described outer PLASTIC LAMINATED cover
It is located at the outside of described steel joist；Described interior impeller includes interior PLASTIC LAMINATED, inner concrete plate and the trim panel set gradually, institute
State interior PLASTIC LAMINATED and be overlying on the inner side of described steel joist.
Accompanying drawing explanation
Fig. 1 is the attachment structure schematic diagram of existing steel construction center pillar and wall.
Fig. 2 be this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure dwelling house system in energy-consuming shear wall
The structural representation of the first embodiment of structure.
Fig. 3 is the side view of energy-consuming shear wall structure of the present utility model.
Fig. 4 is to be equiped with interior entity plate and the structural representation of outer body plate in this utility model energy-consuming shear wall structure.
Fig. 5 is the structural representation installing multilamellar feature board in this utility model energy-consuming shear wall structure.
Fig. 6 is the structural representation that this utility model energy-consuming shear wall structure is connected with building enclosure.
Fig. 7 is the structural representation of the second embodiment of energy-consuming shear wall structure of the present utility model.
Fig. 8 is the 3rd embodiment of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure
Structural representation.
Fig. 9 is the 4th embodiment of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure
Structural representation.
Figure 10 is the sectional view of the dwelling house system of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure.
Figure 11 is the structural representation of the first embodiment of building enclosure of the present utility model.
Figure 12 is the structural representation of the second embodiment of building enclosure of the present utility model.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides the dwelling house system of a kind of concrete filled steel tube close post steel plate energy-consuming shear wall structure, is used for solving
Certainly indoor external corner problem present in steel structure system.Concrete filled steel tube of the present utility model close post steel plate energy-consuming shear wall structure
Dwelling house system in energy-consuming shear wall structural bearing capacity big, anti-seismic performance is good, it is possible to replacing conventional steel structural column, this power consumption is cut
The intensity of power wall construction is suitable for high residential building, and energy-consuming shear wall structure is concordant with the surfaces externally and internally of building enclosure, solves
The indoor external corner problem that conventional steel structural column exists.Energy-consuming shear wall structure of the present utility model and building enclosure, define
Integration, standardization and fabricated body of wall so that construct convenient.Dress is used in the interior outside of energy-consuming shear wall and building enclosure
Decorations heat insulation fireproof integrated structure, solves the fire prevention of steel beam column and the problem of heat preservation energy-saving.The steel pipe that this utility model provides
The residential body assembly stress of concrete dense post steel plate energy-consuming shear wall structure, insulation, energy-conservation and fire-proof function are in one, the most effectively
Solve steel construction dew post, destroy globality and the problem of the suitability of the interior space.Below in conjunction with the accompanying drawings to this utility model
The dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure illustrates.
As shown in Fig. 2, Fig. 6 and Figure 10, the house of this utility model concrete filled steel tube close post steel plate energy-consuming shear wall structure
System includes energy-consuming shear wall structure 20 and building enclosure 30, building enclosure 30 be connected to two energy-consuming shear wall structures 20 it
Between, building enclosure 30 is equivalent to the body of wall of residential structure, and energy-consuming shear wall structure 20 is equivalent to the structural column of residential structure, passes through
Multiple building enclosures 30 and energy-consuming shear wall structure 20 enclose formation 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
Arranging, and be perfused with concrete column core 211 in steel pipe column 21, form steel core concrete column, Wasted-energy steel plate 22 is located at adjacent
Between two steel pipe columns 21, this Wasted-energy steel plate 22 is connected with the steel pipe column 21 of its both sides.Steel pipe column 21 can be spaced along wall direction
Arrange, connected by Wasted-energy steel plate 22 between two adjacent steel pipe columns 21, define energy-consuming shear wall structure.Energy-consuming shear wall
Vertical and the horizontal loading that structure 20 is born, is born by steel pipe column 21, and this steel pipe column 21 is internal is perfused with concrete column core 211,
Ensure that 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
Heavy damage can occur.Wasted-energy steel plate 22 can consume the energy that accidental action (such as earthquake) produces, and reduces this accidental action
To structural damage degree.Steel pipe column and Wasted-energy steel plate is used to form energy-consuming shear wall structure, it is provided that preferably energy-dissipating property, tool
Having stronger stability, and structural strength is high, bearing capacity is big, and this energy-consuming shear wall structure can replace existing steel house body
Steel structure column in system, it is to avoid one jiao of original steel structure column is stretched into indoor and destroys the globality of the interior space and be suitable for
The problem of property.
As shown in Figure 4, being covered with interior entity plate 23 in the inner side 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 therein and outer body plate
24 is concrete structural slab.Entity plate 23 and outer body plate 24 in the both sides sandwiched of Wasted-energy steel plate 22, by interior entity plate 23
With the rigidity that outer body plate 24 improves Wasted-energy steel plate 22, put down so that Wasted-energy steel plate 22 obtains between rigidity and elastic deformation
Weighing apparatus, can give full play to power consumption effect, i.e. Wasted-energy steel plate 22 and can either consume energy deformation absorption pressure, again will not be before fully power consumption
Too early bending deformation.In addition to prevent Wasted-energy steel plate 22 because fully consuming energy and inefficacy of consuming energy, energy-consuming shear wall structure 20 exists
At least provided with two pieces of separate Wasted-energy steel plates 22 on one direction, accordingly even when one piece of Wasted-energy steel plate 22 power consumption fails,
Also have other effective Wasted-energy steel plates, it can be ensured that stablizing of energy-consuming shear wall structure 20.
As shown in Figure 4, in outer body plate 24, it is preset with the first branch sleeve 25, is preset with in interior entity plate 23 with first even
Second branch sleeve 26 of female connector cylinder 25 correspondence, shown in Fig. 2 and Fig. 3, corresponding first branch sleeve 25 He of Wasted-energy steel plate 22
Second branch sleeve 26 offers connecting hole 221, is screwed together in the second branch sleeve 26 by connecting bolt 27, and then wears connection
Hole 221 is also screwed together in the first branch sleeve 25, thus realizes outer body plate 24, Wasted-energy steel plate 22 and the fastening of interior entity plate 23
Connect.First branch sleeve 25 and the second branch sleeve 26 are for having female tube-in-tube structure, and the first branch sleeve 25 is in advance
Being placed in outer body plate 24, the second branch sleeve 26 is preset and is placed in interior entity plate 23, and outer body plate 24 is overlying on Wasted-energy steel plate
The outside of 22, when interior entity plate plate 23 is overlying on the inner side of Wasted-energy steel plate 22, first branch sleeve the 25, second branch sleeve 26 and
Connecting hole 221 on Wasted-energy steel plate 22 aligns, and connecting bolt 27 is screwed together in the second branch sleeve 26 and the first branch sleeve 25,
Achieve 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 through Wasted-energy steel plate 22 so that attended operation is simple, easy construction,
Define standardization, integration, assembled energy-consuming shear wall structure.Interior entity plate 23 and outer body plate 24 are real with Wasted-energy steel plate 22
Now it is reliably connected, and leaves space between interior entity plate 23 and the two ends of outer body plate 24 and steel pipe column 21, so that this interior basis
Body plate 23 and outer body plate 24 do not affect steel pipe column 21 and the stress of 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 connecting bolt 27, even
Connecting bolt 27 is to be installed with deformation space between hole wall and the connecting bolt 27 of this connecting hole 221, this change through connecting hole 221
Shape space is able to ensure that Wasted-energy steel plate 22 does not interferes with the connection of connecting bolt 27 when power consumption, it is therefore prevented that Wasted-energy steel plate 22 is in consumption
Can time impact on connecting bolt 27 bonding strength.It is preferred that this connecting hole 221 is slotted eye, pass at connecting bolt 27
After slotted eye, the two side of this slotted eye is formed with deformation space between connecting bolt 27, it is possible to absorb certain shape
Become, it is to avoid Wasted-energy steel plate 22 produces deformation power when deformation to connecting bolt 27, and then makes being fastenedly connected of connecting bolt 27
Become to destroy.
As it is shown in figure 5, be covered with the first PLASTIC LAMINATED 28a, the first PLASTIC LAMINATED in the inner side of Wasted-energy steel plate 22 and steel pipe column 21
28a part at Wasted-energy steel plate 22 is located between interior entity plate 23 and Wasted-energy steel plate 22, and the first PLASTIC LAMINATED 28a is positioned at steel pipe
The part of post 21 is arranged with the flush with outer surface of interior entity plate 23.It is covered with second in the outside of Wasted-energy steel plate 22 and steel pipe column 21
PLASTIC LAMINATED 28b, the second PLASTIC LAMINATED 28b part at Wasted-energy steel plate 22 is located between outer body plate 24 and Wasted-energy steel plate 22,
The flush with outer surface of part and outer body plate 24 that the second PLASTIC LAMINATED 28b is positioned at steel pipe column 21 is arranged.Wherein steel pipe column 21 and consumption
The inner side of energy steel plate 22 is near indoor side, and outside is near outdoor side.By arranging the first PLASTIC LAMINATED 28a and
Two PLASTIC LAMINATED 28b so that energy-consuming shear wall structure 20 has fire-proof function.As a better embodiment of the present invention, first
Corresponding first branch sleeve 25 of PLASTIC LAMINATED 28a and the second PLASTIC LAMINATED 28b and the second branch sleeve 26 are also preset with branch sleeve, and
It is fastenedly connected in the lump by connecting bolt 27.As another better embodiment of the present invention, at the first PLASTIC LAMINATED 28a and Nei Ben
Preset the second branch sleeve 26 in body plate 23, in the second protective plate 28b and outer body plate 24, preset the first branch sleeve 25, enter
And the bolt 27 that is connected is fastenedly connected in the lump.Medial surface in energy-consuming shear wall structure 20 is covered with inner trim panels 28c, outside
Side is covered with warming plate 28d and balustrade exterior panelling 28e, and inner trim panels 28c covers in the first PLASTIC LAMINATED 28a and interior entity plate 23
Outer surface, warming plate 28d covers in the second PLASTIC LAMINATED 28b and the outer surface of outer body plate 23, and balustrade exterior panelling 28e covers in insulation
The outer surface of plate 28d.Warming plate serves the function of insulation, inner trim panels and balustrade exterior panelling and serves the effect of decoration.Pass through
Warming plate, decorative panel, PLASTIC LAMINATED are set so that energy-consuming shear wall structure 20 collects stress, insulation, energy-conservation and fire-proof function in one
Body, solves the fire safety problem of steel beam column and the heat preservation energy-saving problem of body of wall.
When the body of wall utilizing energy-consuming shear wall structure 20 of the present utility model construction to form dwelling house system, can individually use
This energy-consuming shear wall structure 20 is spliced to form body of wall, but do so is relatively costly, for steel house, and main stress
Structure is steel structure column and steel structure girder, and the stress of the body of wall between steel structure column and steel structure girder is more weak, so for
The requirement of strength of body of wall can be more relatively low, so when constructing body of wall, and can be by energy-consuming shear wall structure 20 of the present utility model
Use as steel structure column, be arranged at the position of the structural column of residential structure or building body, at energy-consuming shear wall 20
End connects building enclosure 30.As shown in Figure 6, the end of energy-consuming shear wall 20 of the present utility model connects building enclosure 30,
This building enclosure 30 includes end to end multiple going along with sb. to guard him unit 31 along what wall direction was arranged, goes along with sb. to guard him in unit 31 includes being located at
The steel joist 311 in portion, it is installed in the outer impeller 313 outside steel joist 311 and is installed in the interior impeller inside steel joist 311
314, the outside of steel joist 311 is near outdoor side, and inner side is near indoor side.Outer impeller 313 and interior impeller 314
With the connected mode of steel joist 311 be: in outer impeller 313, be preset with the first screw shell 315, be preset with in interior impeller 314 with
Second screw shell 316 of the first screw shell 315 correspondence, the both sides of steel joist 311 are provided with connection otic placode 312, at engaging lug
On plate 312, corresponding first screw shell 315 and the second screw shell 316 offer pilot hole, are screwed together in by fastening bolt 317
Second screw shell 316, and then wear pilot hole and be screwed together in the first screw shell 315, it is achieved thereby that interior impeller 314, company
Being fastenedly connected of ear connecting plate 312 and outer impeller 313, is the formation of 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
Being 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.
In concrete slab, preset the first screw shell 315 and the second screw shell 316, then coordinate fastening bolt 317 fastening mixed
Concrete board and steel joist 311.Using steel joist 311 and the combination of concrete slab, the structural strength meeting building enclosure 30 is wanted
Ask, and assemble simple and convenient.
Second embodiment of building enclosure 30, as shown in figure 12, the outer impeller 313 gone along with sb. to guard him on unit 31 includes setting gradually
Outer PLASTIC LAMINATED 3131, outer concrete slab 3132, heat-insulation plate for external 3133 and outer plaque 3134, outer PLASTIC LAMINATED 3131 be overlying on steel dragon
The outside of bone 311, interior impeller 314 includes interior PLASTIC LAMINATED 3141, inner concrete plate 3142 and the trim panel 3143 set gradually,
Interior PLASTIC LAMINATED 3141 is overlying on the inner side of steel joist.The first thread bush has been preset outside in PLASTIC LAMINATED 3131 and outer concrete slab 3132
Cylinder 315, has preset the second screw shell 316 in interior PLASTIC LAMINATED 3141 and inner concrete plate 3142, coordinates fastening bolt 317 to enter
Row is fastenedly connected.Use PLASTIC LAMINATED, warming plate and concrete slab so that building enclosure collection stress, insulation, energy-conservation and fire prevention
Function, in one, solves the fire safety problem of steel beam column and the heat preservation energy-saving problem of body of wall.
Construct the wall construction of elongated shape time, the length of this wall construction is the longest, can use energy-consuming shear wall structure 20 and go along with sb. to guard him
Structure 30 alternative splicing is constructed, and in the position needed reinforcement, arranges one section of energy-consuming shear wall structure 20, and knot is gone along with sb. to guard him in remaining employing
Structure 30, it is possible to meeting the requirement of strength of wall construction, and have from heavy and light, intensity is high, and anti-seismic performance is good, insulation, and fire prevention is energy-conservation etc.
Advantage.
During construction residential structure, use energy-consuming shear wall structure 20 as the rod structure of residential structure, use building enclosure
30, as the wall construction of residential structure, arrange 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 this energy-consuming shear wall structure 20 can be designed as in-line, L-shaped, T-shaped or cross as required, in power consumption
The end of shear wall structure 20 connects building enclosure 30, and the energy-consuming shear wall structure 20 of in-line is used for the wall construction that length is longer
Reinforcing, the energy-consuming shear wall structure 20 of L-shaped is located at the junction of two wall constructions that right angle connects, and T-shaped faced wall is for even
Connecing three wall body structures, cross faced wall is for connecting four wall body structures.Wherein in in-line energy-consuming shear wall structure 20
Steel pipe column 21 arrange in in-line, the L-shaped setting of steel pipe column 21 in L-shaped energy-consuming shear wall structure 20, T-shaped energy-consuming shear wall
The T-shaped setting of steel column post 21 in structure 20, the steel pipe column 21 in cross energy-consuming shear wall structure 20 is arranged in cross.Knot
Shown in conjunction Fig. 3, the girder construction 40 of residential structure is located on building enclosure 30 and energy-consuming shear wall structure 20, and this girder construction uses
Girder steel, in a floor of residential structure, girder steel is located on building enclosure 30, is provided with enclosing of a floor on girder steel
Protection structure 30.So utilize energy-consuming shear wall structure 20, building enclosure 30 and girder steel, can construction building house easily, whole
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 connecting building enclosure 30 between two L-shaped faced walls, the other end of L-shaped faced wall is also
Can connect other building enclosure, energy-consuming shear wall structure 20 and building enclosure 30 encloses the room defining in residential structure
Between, the structure protruded out is there is no in the corner in room, energy-consuming shear wall structure 20 of the present utility model solves indoor external corner
Problem, it is ensured that the integrity of the interior space and the suitability.
Being described in detail this utility model above in association with accompanying drawing embodiment, those skilled in the art can root
According to described above, this utility model made many variations example.Thus, some details in embodiment should not be constituted this practicality
Novel restriction, this utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (10)
1. the dwelling house system of a concrete filled steel tube close post steel plate energy-consuming shear wall structure, it is characterised in that including:
Energy-consuming shear wall structure, including spaced steel pipe column be located at the power consumption between the described steel pipe column of adjacent two
Steel plate, is perfused with concrete column core in described steel pipe column, described Wasted-energy steel plate connects with corresponding described steel pipe column；And
It is connected to the building enclosure between two described energy-consuming shear wall structures, multiple described building enclosures and energy-consuming shear wall
Structure encloses formation residential structure.
2. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 1, it is characterised in that
The inner side of described Wasted-energy steel plate is covered with interior entity plate, and outside is covered with outer body plate.
3. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 2, it is characterised in that
It is preset with the first branch sleeve in described outer body plate, is preset with corresponding with described first branch sleeve in described interior entity plate
Second branch sleeve, corresponding described first branch sleeve of described Wasted-energy steel plate and described second branch sleeve offer connecting hole,
It is screwed together in described second branch sleeve by connecting bolt, and then wears described connecting hole and be screwed together in described first adapter sleeve
Cylinder, thus realize being fastenedly connected of described Wasted-energy steel plate, described interior entity plate and described outer body plate.
4. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 3, it is characterised in that
The diameter of described connecting hole is more than the diameter of described connecting bolt, to make between the hole wall of described connecting hole and described connecting bolt
It is installed with deformation space.
5. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 2, it is characterised in that
The inner side of described Wasted-energy steel plate and described steel pipe column is covered with the first PLASTIC LAMINATED, and described first PLASTIC LAMINATED is positioned at described Wasted-energy steel plate
The part at place is located between described interior entity plate and described Wasted-energy steel plate；The outside of described Wasted-energy steel plate and described steel pipe column covers
There are the second PLASTIC LAMINATED, described second PLASTIC LAMINATED to be positioned at the part at described Wasted-energy steel plate and are located at described outer body plate and described power consumption
Between steel plate.
6. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 1, it is characterised in that
The medial surface of described energy-consuming shear wall structure is covered with inner trim panels, and lateral surface is covered with warming plate and balustrade exterior panelling.
7. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 1, it is characterised in that
Described building enclosure includes arranging along wall direction end to end multiple going along with sb. to guard him unit, described in go along with sb. to guard him unit and include being located at inside
Steel joist, be installed in the outer impeller outside described steel joist and be installed in the interior impeller inside described steel joist.
8. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 7, it is characterised in that
It is preset with the first screw shell in described outer impeller, in described interior impeller, is preset with second corresponding with described first screw shell
Screw shell, the both sides of described steel joist are provided with connection otic placode, corresponding described first screw shell and institute on described connection otic placode
State the second screw shell and offer pilot hole, be screwed together in described second screw shell by fastening bolt, and then wear described dress
Distribution is also screwed together in described first screw shell, thus realizes described interior impeller, described connection otic placode and described outer impeller
It is fastenedly connected.
9. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 7 or 8, its feature exists
In, described outer impeller and described interior impeller are concrete slab, and described concrete slab is located in the both sides of described steel joist.
10. the dwelling house system of concrete filled steel tube close post steel plate energy-consuming shear wall structure as claimed in claim 7 or 8, its feature
Being, described outer impeller includes setting gradually outer PLASTIC LAMINATED, outer concrete slab, heat-insulation plate for external and outer plaque, described outer fire prevention
Plate is overlying on the outside of described steel joist；Described interior impeller includes interior PLASTIC LAMINATED, inner concrete plate and the trim panel set gradually,
Described interior PLASTIC LAMINATED is overlying on the inner side of described steel joist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620774894.4U CN205875382U (en) | 2016-07-22 | 2016-07-22 | Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620774894.4U CN205875382U (en) | 2016-07-22 | 2016-07-22 | Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete |
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| Publication Number | Publication Date |
|---|---|
| CN205875382U true CN205875382U (en) | 2017-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620774894.4U Expired - Fee Related CN205875382U (en) | 2016-07-22 | 2016-07-22 | Housing system of close post steel sheet power consumption shear wall structure of steel pipe concrete |
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| CN (1) | CN205875382U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049663A (en) * | 2016-07-22 | 2016-10-26 | 中国建筑第八工程局有限公司 | Dwelling house system having steel pipe concrete dense-column steel plate energy dissipation shear wall structure |
-
2016
- 2016-07-22 CN CN201620774894.4U patent/CN205875382U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049663A (en) * | 2016-07-22 | 2016-10-26 | 中国建筑第八工程局有限公司 | Dwelling house system having steel pipe concrete dense-column steel plate energy dissipation shear wall structure |
| CN106049663B (en) * | 2016-07-22 | 2018-06-19 | 中国建筑第八工程局有限公司 | The dwelling house system of the close column steel plate energy-consuming shear wall structure of concrete filled steel tube |
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