CN206752666U - Band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure - Google Patents
Band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure Download PDFInfo
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- CN206752666U CN206752666U CN201720452020.1U CN201720452020U CN206752666U CN 206752666 U CN206752666 U CN 206752666U CN 201720452020 U CN201720452020 U CN 201720452020U CN 206752666 U CN206752666 U CN 206752666U
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Abstract
The utility model discloses a kind of band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure.Mainly by structure division, building panel part and go along with sb. to guard him part and form, structure division includes band steel pipe concrete column frame structure and steel plate combined shear wall structure, and band steel pipe concrete column frame structure is built by the component of band steel pipe concrete column and H profile steel beam or steel beam with box shape；Building panel part is layed on the floor beam of structure division, in the facade framework for going along with sb. to guard him the beam column formation for being partially fill in structure division.The utility model is more flexible when structure is arranged, and has the advantages of " hiding post in wall ", and compared with traditional steel construction, its lateral resistance is stronger, and the scope of application is wider.
Description
Technical field
A kind of band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure have been the utility model is related to,
Belong to technical field of structural engineering.It can be widely used in the multi and tall steel building house of each department.
Background technology
China's industry is in the critical period of transition and upgrade, currently to put forth effort on stable industry and increase, optimize industry knot
Structure, improve the performance of enterprises.And the use to carrying out steel building pilot, expansion green building material etc. illustrates.As can be seen that
For traditional concrete structure, steel building industrialized level is high, from heavy and light, anti-seismic performance is good, structure is safe and reliable,
The advantages of life cycle length, material recoverable etc., has been to be concerned by more and more people.
At present, it is domestic that more Tall Steel knot architectural studies are in starting stage, the driving potential of industrialization steel construction part
It must go.Traditional steel building is made up of structure division, floor system and maintenance system.
Pillar in structure division, the box column being made up of more square steel tube, advantage are that structural span is big, component effect
Rate is high；Shortcoming is that pillar section is big, especially in residential structure, causes indoor convex beam projection, influences the using effect of user.
What floor system was commonly used has cast-in-situ floor and composite floor.Live formwork supporting plate cast-in-place concrete floor, with steel construction
Speed of application mismatches soon.The out-of-flatness of profiled steel sheet combination floor bottom surface, user experience is poor in residential housing.
Wallboard in steel building go along with sb. to guard him part at present using it is more be filling masonry and glass curtain wall, in house
Ripe supporting wall is fewer in building.
Utility model content
In order to promote the steel construction of " green building material ", problem and existing steel present in conventional concrete building are considered
The deficiency shown in structural construction, the utility model proposes a kind of band steel pipe concrete column framework and steel plate combined shear
Wall system of steel residential structure.
The technical solution adopted in the utility model is：
Mainly by structure division, building panel part and go along with sb. to guard him part and form, structure division includes band steel pipe concrete column
Frame structure and steel plate combined shear wall structure, band steel pipe concrete column frame structure is by band steel pipe concrete column and H profile steel beam
Or the component of steel beam with box shape is built, steel plate combined shear wall is as Lateral Resistant System；Building panel part is layed in structure
On partial floor beam, go along with sb. to guard him be partially fill in structure division beam column formed facade framework in.
Described steel plate combined shear wall structure is mainly by the inner concrete structure between double-layer plate and double-layer plate
Into being provided with peg, drawknot screw or stiffening diaphragm one or more therein between double-layer plate.
There is cavity inside described band steel pipe concrete column, concrete is poured into a mould in cavity.
Described band steel pipe concrete column, height-to-breadth ratio is between 3-5.
Described band steel pipe concrete column width is less than the thickness of wall body for going along with sb. to guard him part.
Described building panel part uses type steel bar truss floor support plate or prefabricated assembled concrete floor.
Described goes along with sb. to guard him part using assembled air entrained concrete batten, assembled grout wall, lightweight composite strip plate wall
Or monoblock type combined wall board.
Described assembled grout wall have both sides cladding boards, internal lightgage steel joist and light filling coagulation local soil type into.
Technical principle of the present utility model and have the beneficial effect that：
1. providing a kind of rationally reliable structure division, structural behaviour is excellent, and architectural composition is flexible, does not deposit
It is good in convex beam projection problem, Consumer's Experience；
2. column interior does not have internal partition, fabrication and installation are easy, facilitate concrete to pour into a mould；
3. band steel pipe concrete column thickness is small, it can be hidden in completely within the walls, increase building actual use area；
4. Path of Force Transfer is clear and definite, convenient design；
5. lateral resistance is good, it is adapted to the popularization of high seismic intensity area, high blast area.
Brief description of the drawings
Fig. 1 is the plan of the utility model dwelling house system.
Fig. 2 is that the utility model goes along with sb. to guard him part planar layout drawing.
Fig. 3 is that embodiment goes along with sb. to guard him the stereogram that part uses assembled grout wall.
Fig. 4 is that embodiment goes along with sb. to guard him the stereogram that part uses composite strip plate filled wall.
Fig. 5 is the plan cross-sectional view of embodiment steel plate combined shear wall structure.
In figure：1st, band steel pipe concrete column；2nd, H profile steel beam or steel beam with box shape；3rd, building panel part；4th, steel plate combination is cut
Power wall construction；5th, exterior wall；6th, party wall；7th, locellus wall.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples.
The present invention mainly by structure division, building panel part and goes along with sb. to guard him part and formed, and structure division mixes including Flat steel pipe
Solidifying earth pillar frame structure and steel plate combined shear wall structure 4, band steel pipe concrete column frame structure by band steel pipe concrete column 1 with
The component of H profile steel beam or steel beam with box shape 2 is built；Building panel part is layed on the floor beam of structure division, goes along with sb. to guard him portion
Divide in the facade framework for the beam column formation for being filled in structure division.
The specific implementation of the present invention is as follows：
As shown in figure 1, first according to the demand of specific Size Dwelling Design by band steel pipe concrete column 1 and H profile steel beam or box steel
The component of beam 2 mutually builds composition frame structure, then needs the facade at shearing resistance wherein according to specific layout structure demand
Framework sets steel plate combined shear wall structure 4, forms multiple room spaces.
As shown in figure 5, steel plate combined shear wall structure 4 includes double-layer plate 41, inside is poured between double-layer plate 41
Concrete 42, drawknot screw or stiffening diaphragm 44 are arranged at intervals between double-layer plate, drawknot screw or stiffening diaphragm 44 will be double
Space between layer steel plate separates, and double-layer plate is provided with peg 43.
Building panel part 3 uses type steel bar truss floor support plate or prefabricated assembled concrete floor, by building room
Panel is layed in H profile steel beam or the phase of steel beam with box shape 2 is built on the floor level framework to be formed.
Then set in the facade framework that the band steel pipe concrete column 1 of structure division is formed with H profile steel beam or steel beam with box shape 2
Wall is put, as shown in Fig. 2 wall includes exterior wall 5, party wall 6, locellus wall 7.Exterior wall 5, party wall 6, locellus wall 7 can be adopted
With assembled air entrained concrete batten, assembled grout wall, lightweight composite strip plate wall or monoblock type combined wall board.
Assembled grout wall is as shown in figure 3, including panel 51, lightgage steel joist 52, cladding boards 53 and lightweight concrete 54, elder generation
Build to form framework by lightgage steel joist 52, panel 51 and cladding boards 53 are respectively arranged in framework both sides, finally in the He of panel 51
Filled out in framework between cladding boards 53 and fill concrete 54.
Lightweight composite strip plate by polylith light composite board as shown in figure 4, be spliced.
In specific implementation, the width of band steel pipe concrete column 1 is less than the thickness of wall body for going along with sb. to guard him part so that band steel pipe concrete
Post 1 is hidden in the wall for going along with sb. to guard him part.
The utility model is more flexible when structure is arranged, and has the advantages of " hiding post in wall ", with traditional steel construction
Compare, its lateral resistance is stronger, and the scope of application is wider.
Claims (8)
1. a kind of band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure, it is characterised in that：Mainly by
Structure division, building panel part and part composition is gone along with sb. to guard him, structure division includes band steel pipe concrete column frame structure and steel plate
Combined shear wall construction (4), band steel pipe concrete column frame structure is by band steel pipe concrete column (1) and H profile steel beam or box steel
The component of beam (2) is built；Building panel part is layed on the floor beam of structure division, is gone along with sb. to guard him and is partially fill in structural portion
In the facade framework that the beam column divided is formed.
2. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：Described steel plate combined shear wall structure (4) mainly by double-layer plate (41) and double-layer plate (41) it
Between inner concrete (42) form, be provided with peg (43), drawknot screw or stiffening diaphragm (44) wherein between double-layer plate
One or more.
3. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：There is cavity inside described band steel pipe concrete column (1), concrete is poured into a mould in cavity.
4. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：Described band steel pipe concrete column (1), height-to-breadth ratio is between 3-5.
5. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：Described band steel pipe concrete column (1) width is less than the thickness of wall body for going along with sb. to guard him part.
6. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：Described building panel part uses type steel bar truss floor support plate or prefabricated assembled concrete
Floor.
7. a kind of band steel pipe concrete column framework according to claim 1 and steel plate combined shear wall steel house body
System, it is characterised in that：Described goes along with sb. to guard him part using assembled air entrained concrete batten, assembled grout wall, lightweight compound bar
Board wall body or monoblock type combined wall board.
8. a kind of band steel pipe concrete column framework according to claim 7 and steel plate combined shear wall steel house body
System, it is characterised in that：Described assembled grout wall has both sides cladding boards, internal lightgage steel joist and light filling coagulation local soil type
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720452020.1U CN206752666U (en) | 2017-04-26 | 2017-04-26 | Band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720452020.1U CN206752666U (en) | 2017-04-26 | 2017-04-26 | Band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752666U true CN206752666U (en) | 2017-12-15 |
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ID=60616123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720452020.1U Active CN206752666U (en) | 2017-04-26 | 2017-04-26 | Band steel pipe concrete column framework and steel plate combined shear wall system of steel residential structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN206752666U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578406A (en) * | 2019-10-16 | 2019-12-17 | 富悦钢装绿建科技(吉林)有限公司 | hidden frame and steel plate wall combined damping steel house system |
| CN114232843A (en) * | 2021-12-16 | 2022-03-25 | 中建五局第三建设有限公司 | Fully-assembled building and construction method thereof |
-
2017
- 2017-04-26 CN CN201720452020.1U patent/CN206752666U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110578406A (en) * | 2019-10-16 | 2019-12-17 | 富悦钢装绿建科技(吉林)有限公司 | hidden frame and steel plate wall combined damping steel house system |
| CN114232843A (en) * | 2021-12-16 | 2022-03-25 | 中建五局第三建设有限公司 | Fully-assembled building and construction method thereof |
| CN114232843B (en) * | 2021-12-16 | 2023-08-08 | 中建五局第三建设有限公司 | Fully assembled building and construction method thereof |
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