CN204590361U - A kind of large span assembled integral hollow sandwich panel ceiling for storied building - Google Patents
A kind of large span assembled integral hollow sandwich panel ceiling for storied building Download PDFInfo
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- CN204590361U CN204590361U CN201520237462.5U CN201520237462U CN204590361U CN 204590361 U CN204590361 U CN 204590361U CN 201520237462 U CN201520237462 U CN 201520237462U CN 204590361 U CN204590361 U CN 204590361U
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Abstract
The utility model provides a kind of large span assembled integral hollow sandwich panel ceiling for storied building, comprises the rectangular mesh hollow steel be made up of support and connection A district, transition connection B district and connection C district, center; Support and connection A district is positioned at the edge of rectangular mesh hollow steel, and center connects the mid portion that C is positioned at rectangular mesh hollow steel, and transition connects B district and connects between C district between support and connection A district and center; Support and connection A district is made up of multiple support diesis unit; Transition connects B district and is made up of multiple transition diesis unit; Center connects C district and is made up of multiple centers diesis unit; Support diesis unit, transition diesis unit and center diesis unit and jointly dock the rectangular mesh hollow steel forming bilayer.This hollow sandwich panel ceiling for storied building not only inside is full cancelled structure, and structural strength height is not yielding simultaneously, is adapted to the structural requirement compared with large span, has good market application foreground.
Description
Technical field
The utility model relates to a kind of hollow sandwich panel ceiling for storied building, especially a kind of be applicable to large span and be the hollow sandwich panel ceiling for storied building of assembled integral.
Background technology
The mid-90 in last century, development person proposes " the large plate of steel reinforced concrete shearing force keyed bidirectional hollow " (ZL97200102.6) patented technology, traditional reinforced concrete frame crossbeam and prestressed concrete frame crossbeam is replaced in multilayer (2 layers ~ 4 layers) large span (L=18m ~ 36m) superstructure, because it is from heavy and light, (40% ~ 45%) is declined than concrete frame deadweight, space three-dimensional is stressed, on an empty stomach position is the mechanical floors such as good superstructure air-conditioning, and the suspended ceiling modeling in hall is replaced with its stressed lower edge grid, multilayer large-span public with industrial construction in apply and reach more than 1,000,000 square metre.Along with the application increase of area and the increase of span, as Heilongjiang University of Chinese Medicine of Harbin City style center (totally four layers) its every layer two pieces of large-scale floor are respectively 36m × 57m=2052m
2with 39m × 57m=2223m
2, every aspect amasss 4275m
2concrete lower chord crack developing controls to be difficult to solve, development person proposes " U-shaped steel---concrete combined hollow sandwich plate floor " (ZL200610200188.X), effectively solve a difficult problem for large span (L>=36m) concrete empty stomach sandwich plate floor crack developing, subsequently in Tangshan city, Luoyang, henan city, the multilayer large-span public building successful Application in succession of Guiyang City, Guizhou.Thus started the new technology with China's independent intellectual property right in the construction of multilayer large-span building, the beginning of this century, along with China's iron and steel output is by original several ten million tons, increase sharply is more than 800,000,000 ton, occupy first place in the world in position, National Development and Reform Committee, firmly build portion China steel association propose in construction work, building cover structure particularly in multilayer large-span building, as span L >=36m, adopt conventional steel Vierendeel girder, steel I-beam cross section its highly reach between 2.5m to 3m, every meter of steel using amount reaches between 1752kg/m ~ 1800kg/m.Cause the average steel using amount of building cover structure at (200kg/m
2~ 250kg/m
2) left and right, when building 1,000,000 m
2three layers of 36m across public with industrial construction time, need steel (20 ~ 25) ten thousand tons of steel, calculate by unit price per ton (material, manufacture, transport, installation) 1.2 ten thousand yuan/T, only steel work cost 2,400,000,000 yuan to 3,000,000,000 yuans.Only steel work every square metre unit price 2400 yuan/m
2~ 3000 yuan/m
2, it is more than little span (L=10m ~ 12m) steel frame cost twice, therefore domestic in multilayer large-span building, almost nobody shows any interest in, within 2007, development person proposes " assembly of integral flat-plate type or hood face section steel hollow lattice construction " (ZL200710201934.1) and proposes subsequently and 9 china national practical new-type patents in succession applied for, they are relevant assembled integral Steel Space grid box structure new systems, its horizontal superstructure all adopts orthogonal spatial and orthogonal-diagonal lattice steel hollow sandwich panel ceiling for storied building composition, it forms waffle slab on an empty stomach by steel laced beam orthogonal, steel laced beam upper, lower edge is made up of T-steel, in connection, " shear connector " of lower edge is made up of square steel pipe.And be applied to that multilayer large-span is public builds with industrial construction and Tall Office Building respectively.By theory analysis and engineering practice inspection, do with T-steel, lower chord has two hang-ups, be difficult to rationally solve, one, superstructure periphery is for just to connect in succession, its hogging moment is very big, in order to improve bending rigidity, this part adopts real abdomen steel plate i beam to solve, this part is caused not exist on an empty stomach like this, affect superstructure and make central air-conditioning and mechanical floor technology arrangement on an empty stomach, they are two years old, as superstructure span large (L >=30m), on grid by bearing (2 ~ 3), lower chord local bending moment is very large, and T steel web bends anti-pressure ability extreme difference, only strengthen T-steel web thickness or inadequate.
Summary of the invention
The technical problems to be solved in the utility model is in order to improve the bending rigidity of large-span steel support place in prior art, adopts real abdomen steel plate i beam to solve at superstructure periphery, causes this part not exist on an empty stomach like this; Very large near the lower chord local bending moment of support place when large span, and existing T steel web bends anti-pressure ability difference.
In order to solve the problems of the technologies described above, the utility model provides a kind of large span assembled integral hollow sandwich panel ceiling for storied building, comprises the rectangular mesh hollow steel be made up of support and connection A district, transition connection B district and connection C district, center; Support and connection A district is positioned at the edge of rectangular mesh hollow steel, and center connects the mid portion that C is positioned at rectangular mesh hollow steel, and transition connects B district and connects between C district between support and connection A district and center; Support and connection A district is made up of multiple support diesis unit, supports 1 ~ 3 grid cell that diesis unit is positioned at superstructure bearing edge; Transition connects B district and is made up of multiple transition diesis unit, and transition diesis unit is positioned at the adjacent grid cell in support and connection A district; Center connects C district and is made up of multiple centers diesis unit, and center diesis unit extends to the center of rectangular mesh hollow steel by being connected the adjacent grid cell in B district with transition; Support diesis unit and form upper and lower two cross unit respectively by H type support chord member, and be vertically provided with a support shear connector in the center of upper and lower two cross unit; Be provided with in two cross unit up and down of transition diesis unit and support the H type transition chord member that chord member connects and the T-shaped transition chord member connected with center diesis unit with the H type supporting diesis unit; The center of two cross unit up and down of transition diesis unit is vertically provided with a transition shear connector; Center diesis unit forms upper and lower two cross unit respectively by T-shaped center chord member, and is vertically provided with a center shear connector in the center of upper and lower two cross unit; Support diesis unit, transition diesis unit and center diesis unit and jointly dock the rectangular mesh hollow steel forming bilayer.
Adopt and be divided into support and connection A district, transition connection B district and center to connect C district on superstructure, and the diesis unit of corresponding construction intensity is set in regional, the structural strength of superstructure can not only be ensured, but also can steel using amount be saved, reduce superstructure cost; Adopt H type to support chord member and form two the cross unit up and down supporting diesis unit respectively, avoid adopting real abdomen steel plate i beam to cause this part non-existent problem on an empty stomach, improve the empty stomach rate of superstructure, the top apparatus wirings such as convenient air-conditioning; Adopt transition diesis unit convenient connection to support diesis unit and center diesis unit, meet the transition connection request that intensity reduces gradually.
As further improvement of the utility model scheme, the two corresponding up and down H types supported in diesis unit support between chord member and are fixed with support channel-section steel, and support channel-section steel is vertically fixed on support shear connector.Adopt and support the structural strength that channel-section steel effectively can improve the docking of H type support chord member.
As further restriction scheme of the present utility model, the groove bottom supporting channel-section steel is right against the wall supporting shear connector.The groove bottom supporting channel-section steel is set to be right against the wall supporting shear connector, makes groove bottom be supported on the below of H type support chord member better, improve the structural strength that H type supports chord member docking further.
As further improvement of the utility model scheme, on the web that H type supports chord member and be positioned at support channel-section steel groove bottom directly over and immediately below be equipped with support reinforcing gusset, the lower edges of support reinforcing gusset is individually fixed in H type and supports on two side wing edges of chord member.Adopt support reinforcing gusset can effectively prevent H type from supporting two side wing edge distortion of chord member, further increase the structural strength that H type supports chord member.
As further improvement of the utility model scheme, fixation steel plate is provided with between two corresponding up and down T-shaped transition chord members in transition diesis unit, be provided with transition between two corresponding up and down H type transition chord members in transition diesis unit and support channel-section steel, fixation steel plate and transition support channel-section steel and are all fixed on transition shear connector.Adopting fixation steel plate and transition to support channel-section steel can the corresponding structural strength strengthening T-shaped transition chord member and H type transition chord member.
As further restriction scheme of the present utility model, the groove bottom of transition support channel-section steel is right against the wall of transition shear connector.Groove bottom transition being supported channel-section steel is set to the wall being right against transition shear connector, makes groove bottom be supported on the below of H type transition chord member better, improves the structural strength of H type transition chord member docking further.
As further improvement of the utility model scheme, on the web of H type transition chord member and to be positioned at directly over groove bottom that transition supports channel-section steel and immediately below be equipped with transition and strengthen gusset, transition is strengthened the lower edges of gusset and is individually fixed on two side wing edges of H type transition chord member.Adopting transition to strengthen gusset can effectively prevent two side wing edges of H type transition chord member to be out of shape, and further increases the structural strength of H type transition chord member.
As further improvement of the utility model scheme, be provided with center fixation steel plate between the Liang GenTXing center chord member corresponding up and down in the diesis unit of center, center fixation steel plate is fixed on the shear connector of center.Employing center fixation steel plate effectively can strengthen the structural strength that T-shaped centre chord pole pair connects.
As further improvement of the utility model scheme, the top supporting upper cross unit in diesis unit, transition diesis unit and center diesis unit is all fixed with the pin of protrusion.Adopt pin conveniently layer of concrete can be fixed on the top of the upper cross unit of each diesis unit.
As further restriction scheme of the present utility model, support shear connector, transition shear connector and center shear connector and be square steel pipe.Adopt square steel pipe can meet shearing from four direction as shear connector and support demand.
The beneficial effects of the utility model are: (1) adopts and is divided into support and connection A district, transition connection B district and center to connect C district on superstructure, and the diesis unit of corresponding construction intensity is set in regional, the structural strength of superstructure can not only be ensured, but also can steel using amount be saved, reduce superstructure cost; (2) adopt H type to support chord member and form two the cross unit up and down supporting diesis unit respectively, avoid adopting real abdomen steel plate i beam to cause this part non-existent problem on an empty stomach, improve the empty stomach rate of superstructure, the top apparatus wirings such as convenient air-conditioning; (3) adopt transition diesis unit convenient connection to support diesis unit and center diesis unit, meet the transition connection request that intensity reduces gradually.
Accompanying drawing explanation
Fig. 1 is superstructure top of the present utility model distribution structural representation;
Fig. 2 is support diesis block construction schematic diagram of the present utility model;
Fig. 3 is support diesis unit docking structure schematic diagram of the present utility model;
Fig. 4 is transition diesis block construction schematic diagram of the present utility model;
Fig. 5 is G-G place sectional view in Fig. 4;
Fig. 6 is center of the present utility model diesis block construction schematic diagram.
Detailed description of the invention
As shown in figures 1 to 6, large span assembled integral hollow sandwich panel ceiling for storied building of the present utility model comprises the rectangular mesh hollow steel be made up of support and connection A district, transition connection B district and connection C district, center.
Wherein, support and connection A district is positioned at the edge of rectangular mesh hollow steel, and center connects the mid portion that C is positioned at rectangular mesh hollow steel, and transition connects B district and connects between C district between support and connection A district and center; Support and connection A district is made up of multiple support diesis unit 1, supports 1 ~ 3 grid cell that diesis unit 1 is positioned at superstructure bearing edge; Transition connects B district and is made up of multiple transition diesis unit 2, and transition diesis unit 2 is positioned at the adjacent grid cell in support and connection A district; Center connects C district and is made up of multiple centers diesis unit 3, and center diesis unit 3 extends to the center of rectangular mesh hollow steel by being connected the adjacent grid cell in B district with transition; Support diesis unit 1 and form upper and lower two cross unit respectively by H type support chord member 4, and be vertically provided with a support shear connector 5 in the center of upper and lower two cross unit; Be provided with in two cross unit up and down of transition diesis unit 2 and support the H type transition chord member 6 that chord member 4 connects and the T-shaped transition chord member 7 connected with center diesis unit 3 with the H type supporting diesis unit 1; The center of two cross unit up and down of transition diesis unit 2 is vertically provided with a transition shear connector 8; Center diesis unit 3 forms upper and lower two cross unit respectively by T-shaped center chord member 9, and is vertically provided with a center shear connector 10 in the center of upper and lower two cross unit; Support the rectangular mesh hollow steel that diesis unit 1, transition diesis unit 2 and center diesis unit 3 docking formation is jointly double-deck.
The rigidity power be subject to due to rectangular mesh hollow steel edge is stronger, so in the grid cell of such as Fig. 1, is support and connection A district between edge and single dotted broken line, between single dotted broken line with double dot dash line, be connected B district for transition, be positioned at centered by double dot dash line and connect C district; What support and connection A district was connected with transition that heavy line place in B district adopts is H profile steel, namely adopts to support diesis unit 1 and dock, and arranges the transition diesis unit 2 connected with center diesis unit 3 on heavy line top.
As shown in figures 2-6, the two corresponding up and down H types in support diesis unit 1 support between chord members 4 and are fixed with support channel-section steel 11, and support channel-section steel 11 is vertically fixed on support shear connector 5; And the groove bottom supporting channel-section steel 11 is right against the wall supporting shear connector 5; H type support chord member 4 web on and be positioned at support channel-section steel 11 groove bottom directly over and immediately below be equipped with support reinforcing gusset 12, and the lower edges of support reinforcing gusset 12 be individually fixed in H type support chord member 4 two side wing edges on; Fixation steel plate 13 is provided with between two corresponding up and down T-shaped transition chord members 7 in transition diesis unit 2, be provided with transition between two corresponding up and down H type transition chord members 6 in transition diesis unit 2 and support channel-section steel 14, fixation steel plate 13 and transition support channel-section steel 14 and are all fixed on transition shear connector 8; And groove bottom transition being supported channel-section steel 14 is right against the wall of transition shear connector 8; On the web of H type transition chord member 6 and to be positioned at directly over groove bottom that transition supports channel-section steel 14 and immediately below be equipped with transition and strengthen gusset 15, transition is strengthened the lower edges of gusset 15 and is individually fixed on two side wing edges of H type transition chord member 6; Be provided with center fixation steel plate 16 between Liang GenTXing center chord member 9 corresponding up and down in center diesis unit 3, center fixation steel plate 16 is fixed on center shear connector 10; On in support diesis unit 1, transition diesis unit 2 and center diesis unit 3, the top of cross unit is all fixed with the pin 17 of protrusion, conveniently layer of concrete can be fixed on the top of each diesis unit; Support shear connector 5, transition shear connector 8 and center shear connector 10 and be square steel pipe.
H type in the utility model supports the H profile steel that chord member 4 adopts gauge size identical with H type transition chord member 6; The T-steel that T-shaped transition chord member 7 adopts gauge size identical with T-shaped center chord member 9; What H profile steel adopted in the specific implementation is H300 × 250 × 8 × 12, what T-steel adopted is T300 × 250 × 8 × 12, what square steel pipe adopted is mouth 280 × 8, when carrying out the docking of each chord member, high-strength bolt is first adopted to be fixedly mounted on the array through hole 18 of web by junction plate 19, adopt the method for Site Welding again, each abutting edge is welded.
Claims (10)
1. a large span assembled integral hollow sandwich panel ceiling for storied building, is characterized in that: comprise the rectangular mesh hollow steel be made up of support and connection A district, transition connection B district and connection C district, center; Described support and connection A district is positioned at the edge of rectangular mesh hollow steel, and described center connects the mid portion that C is positioned at rectangular mesh hollow steel, and described transition connects B district and connects between C district between support and connection A district and center; Described support and connection A district is made up of multiple support diesis unit (1), and described support diesis unit (1) is positioned at 1 ~ 3 grid cell of superstructure bearing edge; Described transition connects B district and is made up of multiple transition diesis unit (2), and described transition diesis unit (2) is positioned at the adjacent grid cell in support and connection A district; Described center connects C district and is made up of multiple center diesis unit (3), and described center diesis unit (3) extends to the center of rectangular mesh hollow steel by being connected the adjacent grid cell in B district with transition; Described support diesis unit (1) supports chord member (4) by H type and forms upper and lower two cross unit respectively, and is vertically provided with support shear connector (5) in the center of upper and lower two cross unit; Be provided with in two cross unit up and down of described transition diesis unit (2) and support H type transition chord member (6) that chord member (4) connects and the T-shaped transition chord member (7) connected with center diesis unit (3) with the H type supporting diesis unit (1); The center of two cross unit up and down of described transition diesis unit (2) is vertically provided with a transition shear connector (8); Described center diesis unit (3) forms upper and lower two cross unit respectively by T-shaped center chord member (9), and is vertically provided with a center shear connector (10) in the center of upper and lower two cross unit; Described support diesis unit (1), transition diesis unit (2) and center diesis unit (3) jointly docking form double-deck rectangular mesh hollow steel.
2. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 1, it is characterized in that: the two corresponding up and down H types in described support diesis unit (1) support between chord member (4) and are fixed with support channel-section steel (11), and support channel-section steel (11) is vertically fixed in support shear connector (5).
3. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 2, is characterized in that: the groove bottom of described support channel-section steel (11) is right against the wall supporting shear connector (5).
4. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 3, it is characterized in that: on the web that described H type supports chord member (4) and be positioned at support channel-section steel (11) groove bottom directly over and immediately below be equipped with support reinforcing gusset (12), the lower edges of described support reinforcing gusset (12) is individually fixed in H type and supports on two side wing edges of chord member (4).
5. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 1, it is characterized in that: between the two corresponding up and down T-shaped transition chord members (7) in described transition diesis unit (2), be provided with fixation steel plate (13), be provided with transition between two corresponding up and down H type transition chord member (6) in described transition diesis unit (2) and support channel-section steel (14), described fixation steel plate (13) and transition support channel-section steel (14) and are all fixed on transition shear connector (8).
6. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 5, is characterized in that: the groove bottom of described transition support channel-section steel (14) is right against the wall of transition shear connector (8).
7. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 6, it is characterized in that: on the web of described H type transition chord member (6) and to be positioned at directly over groove bottom that transition supports channel-section steel (14) and immediately below be equipped with transition and strengthen gusset (15), the lower edges that gusset (15) is strengthened in described transition is individually fixed on two side wing edges of H type transition chord member (6).
8. large span assembled integral hollow sandwich panel ceiling for storied building according to claim 1, it is characterized in that: be provided with center fixation steel plate (16) between Liang GenTXing center chord member (9) corresponding up and down in described center diesis unit (3), described center fixation steel plate (16) is fixed on center shear connector (10).
9. the large span assembled integral hollow sandwich panel ceiling for storied building according to claim arbitrary in claim 1-8, is characterized in that: in described support diesis unit (1), transition diesis unit (2) and center diesis unit (3), the top of upper cross unit is all fixed with the pin (17) of protrusion.
10. the large span assembled integral hollow sandwich panel ceiling for storied building according to claim arbitrary in claim 1-8, is characterized in that: described support shear connector (5), transition shear connector (8) and center shear connector (10) are square steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520237462.5U CN204590361U (en) | 2015-04-17 | 2015-04-17 | A kind of large span assembled integral hollow sandwich panel ceiling for storied building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520237462.5U CN204590361U (en) | 2015-04-17 | 2015-04-17 | A kind of large span assembled integral hollow sandwich panel ceiling for storied building |
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| CN204590361U true CN204590361U (en) | 2015-08-26 |
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|---|---|---|---|
| CN201520237462.5U Withdrawn - After Issue CN204590361U (en) | 2015-04-17 | 2015-04-17 | A kind of large span assembled integral hollow sandwich panel ceiling for storied building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775557A (en) * | 2015-04-17 | 2015-07-15 | 南京中建化工设备制造有限公司 | Large-span assembly integral type open-web sandwich plate building floor |
| CN105951995A (en) * | 2016-06-08 | 2016-09-21 | 潍坊昌大建设集团有限公司 | Prefabricated concrete III orthogonal-diagonal space lattice box type tube-in-tube structure and manufacturing method thereof |
| CN107630509A (en) * | 2017-09-21 | 2018-01-26 | 湖南金海钢结构股份有限公司 | A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled |
-
2015
- 2015-04-17 CN CN201520237462.5U patent/CN204590361U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775557A (en) * | 2015-04-17 | 2015-07-15 | 南京中建化工设备制造有限公司 | Large-span assembly integral type open-web sandwich plate building floor |
| CN104775557B (en) * | 2015-04-17 | 2017-01-04 | 南京中建化工设备制造有限公司 | A kind of large span assembled integral hollow sandwich panel ceiling for storied building |
| CN105951995A (en) * | 2016-06-08 | 2016-09-21 | 潍坊昌大建设集团有限公司 | Prefabricated concrete III orthogonal-diagonal space lattice box type tube-in-tube structure and manufacturing method thereof |
| CN107630509A (en) * | 2017-09-21 | 2018-01-26 | 湖南金海钢结构股份有限公司 | A kind of compound orthogonal-diagonal lattice space steel lattice boxlike tube-in-tube structure of assembled |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150826 Effective date of abandoning: 20161019 |
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| C25 | Abandonment of patent right or utility model to avoid double patenting |