CN203769057U - Industrialized steel tube bundle combined structure construction system - Google Patents
Industrialized steel tube bundle combined structure construction system Download PDFInfo
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- CN203769057U CN203769057U CN201420023424.5U CN201420023424U CN203769057U CN 203769057 U CN203769057 U CN 203769057U CN 201420023424 U CN201420023424 U CN 201420023424U CN 203769057 U CN203769057 U CN 203769057U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 299
- 239000010959 steel Substances 0.000 title claims abstract description 299
- 238000010276 construction Methods 0.000 title abstract description 13
- 239000004567 concrete Substances 0.000 claims abstract description 34
- 239000002131 composite material Substances 0.000 claims abstract description 5
- 238000003466 welding Methods 0.000 claims description 38
- 238000007789 sealing Methods 0.000 claims description 37
- 239000011440 grout Substances 0.000 claims description 14
- 150000001875 compounds Chemical class 0.000 claims description 12
- 238000005452 bending Methods 0.000 claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 9
- 239000011810 insulating material Substances 0.000 claims description 7
- 239000012530 fluid Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract 1
- 239000012774 insulation material Substances 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011372 high-strength concrete Substances 0.000 description 2
- 239000011376 self-consolidating concrete Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses an industrialized steel tube bundle combined structure construction system which is formed by a structure system, a building panel system, an inner wall body and an outer wall body, wherein the structure system can be a steel tube bundle combined structure system or a frame and steel tube bundle combined structure system, the inner wall body can be a light wall body or a light masonry, and the outer wall body can be a grouting wall or an integrated outer wall body formed by a composite ribbon board wall and thermal insulation materials. The steel tube bundle combined structure system is formed by connecting steel tube bundle combined structure components and H-shaped steel beams or box type beams or short steel tube bundle combined structure components, the frame and steel tube bundle combined structure system is formed by connecting columns, steel tube bundle combined structure components and H-shaped steel beams or box type beams or short steel tube bundle combined structure components, and a frame is formed by the corresponding columns and the corresponding H-shaped steel beams or the corresponding box type beams. The industrialized steel tube bundle combined structure construction system fully exerts the advantage of steel and concrete, avoids the defect of the steel and the concrete, effectively uses the materials, and reduces the sections of the components.
Description
Technical field
The utility model relates to a kind of industrialization steel pipe bundle combining structure building system.
Background technology
Party eighteen major report proposes to carry forward vigorously Ecological Civilization Construction; In January, 2013, the General Office of the State Council has forwarded the < < green building action scheme > > of State Development and Reform Commission, house and town and country construction portion; It is seriously superfluous that [2013] No. 41 documentation requirements of State Council are dissolved production capacity, requires to advance at building field the utilization of steel, and the industrialization of construction industry especially industrialization of steel building is imperative.Steel building system is industrialization green building product, agrees with the current good policy situation of country, and the large-scale popularization of steel building system is conducive to national long-term sustainable development.In at present domestic steel building system, structural system is still sunk into conventional steel support-frame system, steel frame-concrete core cylindrical shell system, steel frame-steel plate shear force wall system etc., and above-mentioned existing steel structure system exists that structural steel amount is large, the high deficiency of cost of manufacture; External and internal wall system has air-entrained concrete building block, grout wall, bar board wall etc.Aspect cost, steel building system is generally higher than concrete structure at present, and this has become the particularly obstacle of steel house large-scale popularization of steel building system.In addition, the form of construction work of concrete structure needs a lot of wooden forms, the forest reserves is damaged, to environment.A large amount of reinforcing bars need artificial colligation, are not the industrialized modes of production.
Steel pipe bundle combining structure is a kind of novel Steel concrete combining structure, brings into play preferably steel high-strength light, advantage that concrete rigidity is large, has avoided that steel component stability is poor, Brittleness of Concrete and the fast shortcoming of Stiffness Deterioration.Steel pipe bundle combining structure adopts industrial production line to produce, and whole process can be by robot manipulation.Steel pipe bundle combining structure is for shear wall, due to steel and Combined concrete ductility good, can effectively increase the length of wall and the thickness of attenuate wall, building strong adaptability.Floor can directly be connected on body of wall, no longer needs girder steel or the concrete beam of complex structure.Whole member is without reinforcing bar, and concrete directly pours into, and does not also need template, and speed of application is fast.
Summary of the invention
For overcome the steel using amount that exists in existing steel building system large, make complexity and the poor shortcoming of economic performance, the utility model provides that a kind of steel using amount economy, structure manufacture are simple, convenient and quick construction, be convenient to the novel building system of suitability for industrialized production, the industrialization steel pipe bundle combining structure building system that be conducive to reduce environment pollution, improve dwelling environment, economic performance is good.
The technical solution adopted in the utility model is:
An industrialization steel pipe bundle combining structure building system, is characterized in that: structural system, building panel system and inside and outside body of wall, consist of; Described structural system can be steel pipe bundle combined structure system or framework-steel pipe bundle combined structure system; Described building panel system can be steel bar truss floor support plate, type steel bar truss floor support plate, concrete folding plate or cast in place concrete plate; Described inner wall can be CCA plate grout wall, light composite wall or the light block; Described exterior wall can be monolithic exterior wall or the light block of monolithic exterior wall, lightweight compound bar board wall and the compound formation of heat insulating material of CCA plate grout wall, CCA plate grout wall and the compound formation of heat insulating material;
Described steel pipe bundle combined structure system is formed by connecting by steel pipe bundle combining structure member and H section steel beam or box beam or short steel pipes bundle combining structure member;
Described framework-steel pipe bundle combined structure system is formed by connecting by post, steel pipe bundle combining structure member and H section steel beam or box beam or short steel pipes bundle combining structure member, and described post and H section steel beam or box beam form framework;
Described steel pipe bundle combining structure member and short steel pipes bundle combining structure member consist of steel pipe bundle assembly, the overall shape of described steel pipe bundle assembly is one of following: C type, yi word pattern, Z-shaped, T font, cross or L-type, and described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit; Described steel pipe unit has cavity, fluid concrete in described cavity.
Further, the connecting elements between described steel pipe bundle combining structure member and steel pipe bundle combining structure member can be short steel pipes bundle combining structure member or H section steel beam or box beam.
Further, the connecting elements between described post and steel pipe bundle combining structure member can be H section steel beam or box beam.
Further, on the sidewall of described cavity, be provided with peg.
Further, on the dividing plate between adjacent steel pipe unit, through hole is set.
Further, the steel pipe that described steel pipe unit is U font by cross section is spliced, and the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end seals welding or box-type member sealing welding by steel plate, the steel pipe unit of rear end is by two side plates and base plate sealing welding or by the steel pipe sealing of U font, welded the dividing plate between the bending part formation adjacent steel pipe unit of the steel pipe of described U font.
Or described steel pipe unit is that T-shaped section bar is spliced to form by cross section; Described T-shaped section bar comprises first edge of a wing and is vertically set on the first web of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing and the 3rd edge of a wing, the afterbody bending of the first described web with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side with lead-in as welding; The 3rd edge of a wing of second edge of a wing of last section bar, a rear section bar, the first web of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The first described web forms the dividing plate between adjacent steel pipe unit.
Or, the section bar that described steel pipe unit is T font by cross section is spliced to form, the section bar of described T font comprises the 4th edge of a wing and the second web that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing and the 6th edge of a wing; The section bar of adjacent T font is put upside down setting in the relative mode of the second web, and the tail end of the second web of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing of the 5th edge of a wing of last section bar, a rear section bar, the second web of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The second described web forms the dividing plate between adjacent steel pipe unit.
Or described steel pipe unit is spliced to form by first module and second unit, described first module comprises the 7th edge of a wing, the 8th edge of a wing being oppositely arranged, and is connected with the 3rd web and the 4th web between the 7th edge of a wing, the 8th edge of a wing; Described second unit comprises the 9th edge of a wing, the tenth edge of a wing being oppositely arranged, and the 9th edge of a wing connects the 7th edge of a wing, and the tenth edge of a wing connects the 8th edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding or by first module sealing welding; The 3rd described web and the 4th web form the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit consists of Unit the 3rd and the 4th unit spliced, described Unit the 3rd comprises the 11 edge of a wing and the 12 edge of a wing being oppositely arranged, described Unit the 4th is square steel tube, one side of the 11 described edge of a wing overlap joint square steel tube, another side of the 12 edge of a wing overlap joint square steel tube;
The steel pipe unit of end adopts Unit the 3rd of Unit the 4th or strap end portion shrouding; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit is separated and is formed between the parallel continuous edge of a wing and the splicing edge of a wing by the 5th J-shaped web, the head of the 5th described web is vertically welded on the continuous edge of a wing, the afterbody of the 5th described web is with the pintle parallel with the splicing edge of a wing with the continuous edge of a wing, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding; The 5th described web forms the dividing plate between adjacent steel pipe unit.
In the utility model, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Described building panel system can be steel bar truss floor support plate, type steel bar truss floor support plate, concrete folding plate or other concrete floorslabs.
Described exterior wall can be the monolithic exterior wall being composited by grout wall or compound bar board wall and heat insulating material; Described inner wall can be the light blocks such as the Light Walls such as monolithic grout wall, compound bar board wall or air-entrained concrete building block.
Steel pipe bundle combining structure member described in the utility model is to run through the steel pipe bundle combining structure member of building full floor, and described short steel pipes bundle combining structure member is not run through the steel pipe bundle combining structure member of building full floor.
The steel pipe bundle combining structure member and the short steel pipes bundle combining structure member that form described steel pipe bundle combined structure system, main manifestations is shear wall, shear wall with short piers or the hetermorphiscal column in structural system, concrete specification and the position of arranging under construction, by this area designer, according to standard, professional knowledge and building function demand, in conjunction with its conventional knowledge, can select and arrange.
The beneficial effects of the utility model are embodied in:
1, give full play to steel and concrete advantage, avoid its shortcoming, effectively utilize material, reduce member section.Dead load is light, anti-seismic performance good, and structure manufacture is easy, and quick construction reduces environment pollution, improves dwelling environment, good in economic efficiency.
2, steel pipe bundle combining structure, with the spaced apart of building function, is beneficial to building function and uses, and can replace part external and internal wall, saves material and reduces construction cost.
3, structural element industrialization degree is high.All member can be made in industrialization, site assemblyization construction, and accelerating construction progress, guarantees workmanship.
4, building panel adopts steel bar truss floor support plate, type steel bar truss floor support plate or steel bar truss floor support plate cassette ceiling, significantly the reduction of erection time, economize on resources and invest, and the simple waste material of constructing is few, environmental pollution is few.Floor can be realized large space, has good sound insulation property, improves workmanship simultaneously, improves the functional performance of floor.
5, external and internal wall adopts monolithic grout wall or compound bar board wall, and intensity is high, and soundproof effect is good, and external surface is smooth, is convenient to finishing, and fireproof performance is good, and site operation is convenient, and discarded object is few, is green structural material.
Accompanying drawing explanation
Fig. 1 is industrialization steel pipe bundle combining structure building system plan view (wherein 35 is holes).
Fig. 2 a is that in steel pipe bundle combined structure system, steel pipe bundle combining structure member is connected elevation with short steel pipes bundle combining structure member.
Fig. 2 b is that in steel pipe bundle combined structure system, steel pipe bundle combining structure member is connected elevation with H section steel beam or steel beam with box shape.
Fig. 3 is that framework-steel pipe bundle combined structure system center pillar is connected elevation with steel pipe bundle combining structure member.
Fig. 4 is the sectional drawing of steel pipe bundle combining structure and concrete building roof plate body system.
Fig. 5 a monolithic grout wall filled wall stereogram.
Fig. 5 b composite strip plate filled wall stereogram.
Fig. 6 a is steel bar truss floor support plate plan view.
Fig. 6 b is reinforcing bar floor support plate partial schematic diagram.
Fig. 7 a is U shaped steel pipe bundle combinations structural element global sections figure.
Fig. 7 b is yi word pattern steel pipe bundle combining structure member integrated sectional view.
Fig. 7 c is Z-shape steel pipe bundle combinations structural element global sections figure.
Fig. 7 d is T shaped steel pipe bundle combinations structural element global sections figure.
Fig. 7 e is cross-shaped steel pipe bundle combinations structural element global sections figure.
Fig. 7 f is L-type steel pipe bundle combining structure member integrated sectional view.
Fig. 8 a is that cross section is the steel pipe bundle cross-sectional view A that the steel pipe of U font is spliced.
Fig. 8 b is that cross section is the steel pipe bundle cross-sectional view B that the steel pipe of U font is spliced.
Fig. 8 c is that cross section is the steel pipe bundle cross-sectional view C that the steel pipe of U font is spliced.
Fig. 9 a is to be the steel pipe bundle sectional view that T-shaped section bar is spliced to form by cross section.
Fig. 9 b is T-shaped profile structure schematic diagram.
Figure 10 is that cross section is the steel pipe bundle sectional view that the section bar of T font is spliced to form.
Figure 11 a is the steel pipe bundle sectional view being spliced to form by first module and second unit.
Figure 11 b is the another kind of form schematic diagram of the steel pipe bundle sectional view that is spliced to form by first module and second unit.
Figure 12 a is the steel pipe bundle sectional view consisting of Unit the 3rd and the 4th unit spliced.
Figure 12 b is the another kind of form schematic diagram of the steel pipe bundle sectional view that consists of Unit the 3rd and the 4th unit spliced.
Figure 13 separates the steel pipe bundle sectional view forming by the 5th J-shaped web between the parallel continuous edge of a wing and the splicing edge of a wing.
The specific embodiment
Referring to figs. 1 through Figure 13, a kind of industrialization steel pipe bundle combining structure building system, is comprised of structural system, building panel system 39 and inside and outside body of wall 37,38; Described structural system can be steel pipe bundle combined structure system or framework-steel pipe bundle combined structure system; Described building panel system can be steel bar truss floor support plate, type steel bar truss floor support plate, concrete folding plate or cast in place concrete plate; Described inner wall 37 can be CCA plate grout wall, light composite wall or the light block; Described exterior wall 38 can be monolithic exterior wall or the light block of monolithic exterior wall, lightweight compound bar board wall and the compound formation of heat insulating material of CCA plate grout wall, CCA plate grout wall and the compound formation of heat insulating material;
Described steel pipe bundle combined structure system is formed by connecting by steel pipe bundle combining structure member 31 and H section steel beam 34 or box beam 33 or short steel pipes bundle combining structure member 32;
Described framework-steel pipe bundle combined structure system is formed by connecting by post 36, steel pipe bundle combining structure member 31 and H section steel beam 34 or box beam or short steel pipes bundle combining structure member 32, and described post 36 and H section steel beam 34 or box beam 33 form frameworks;
Described steel pipe bundle combining structure member 31 and short steel pipes bundle combining structure member 32 consist of steel pipe bundle assembly 1, the overall shape of described steel pipe bundle assembly 1 is one of following: C type, yi word pattern, Z-shaped, T font, cross or L-type, and described steel pipe bundle assembly 1 is connected and composed successively by a plurality of steel pipes unit 17; Described steel pipe unit 17 has cavity, fluid concrete 2 in described cavity.
Further, described steel pipe bundle combining structure member 31 and the connecting elements between steel pipe bundle combining structure member 31 can be short steel pipes bundle combining structure member 32 or H section steel beam 34 or box beam 33.
Further, the connecting elements between described post 36 and steel pipe bundle combining structure member 31 can be H section steel beam 34 or box beam 33.
Further, on the sidewall of described cavity, be provided with peg 3.
Further, on the dividing plate between adjacent steel pipe unit 17, through hole is set.
Further, the steel pipe 5 that described steel pipe unit 17 is U font by cross section is spliced, and the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end is by steel plate 6 sealing welding or box-type member 18 sealing welding, the steel pipe unit of rear end is by two side plates 7 and base plate 4 sealing welding or by steel pipe 5 sealings of U font, welded the dividing plate between the bending part formation adjacent steel pipe unit of the steel pipe 5 of described U font.
Or described steel pipe unit 17 is that T-shaped section bar 8 is spliced to form by cross section; Described T-shaped section bar 8 comprises first edge of a wing and is vertically set on the first web 83 of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing 81 and the 3rd edge of a wing 82, the afterbody bending of the first described web 83 with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web 83, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side with lead-in as welding; The 3rd edge of a wing 82 of second edge of a wing 81 of last section bar, a rear section bar, the first web 83 of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end is by a side plate 7 and steel plate 6 sealing welding, and the steel pipe unit of rear end is by a side plate 7 and base plate 4 sealing welding; The dividing plate that the first described web 83 forms between adjacent steel pipe unit.
Or, the section bar 9 that described steel pipe unit 17 is T font by cross section is spliced to form, the section bar 9 of described T font comprises the 4th edge of a wing and the second web 93 that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing 91 and the 6th edge of a wing 92; The section bar 9 of adjacent T font is put upside down setting in the relative mode of the second web 93, and the tail end of the second web 93 of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing 92 of the 5th edge of a wing 91 of last section bar, a rear section bar, the second web 93 of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end is by a side plate 7 and steel plate 6 sealing welding, and the steel pipe unit of rear end is by a side plate 7 and base plate 4 sealing welding; The dividing plate that the second described web 93 forms between adjacent steel pipe unit.
Or, described steel pipe unit 17 is spliced to form by first module 11 and second unit 10, described first module 11 comprises between the 7th edge of a wing 111 that is oppositely arranged, 112, the seven edges of a wing 111, the 8th edge of a wing, the 8th edge of a wing 112 and is connected with the 3rd web 113 and the 4th web 114; Described second unit 10 comprises that the 9th edge of a wing 101,102, the nine edges of a wing 101, the tenth edge of a wing that are oppositely arranged connect 111, the ten edges of a wing 102, the 7th edge of a wing and connect the 8th edge of a wing 112;
The steel pipe unit of front end is by steel plate 6 sealing welding, and the steel pipe unit of rear end is by base plate 4 sealing welding or by first module 11 sealing welding; The dividing plate that the 3rd described web 113 and the 4th web 114 form between adjacent steel pipe unit.
Or, described steel pipe unit 17 is spliced to form by the 3rd unit 12 and the 4th unit 13, the 3rd described unit 12 comprises the 11 edge of a wing 121 and the 12 edge of a wing 122 being oppositely arranged, the 4th described unit 13 is square steel tubes, the upper end of the side of the 11 described edge of a wing 121 overlap joint square steel tubes, the lower end of the side of the 12 edge of a wing 122 overlap joint square steel tubes;
The steel pipe unit of end adopts Unit the 3rd of the 4th unit 13 or strap end portion shrouding 19; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit 17 is separated and is formed between the parallel continuous edge of a wing 15 and the splicing edge of a wing 16 by the 5th J-shaped web 14, the head of the 5th described web 14 is vertically welded on the continuous edge of a wing 15, the afterbody of the 5th described web 14 is with the pintle parallel with the splicing edge of a wing 16 with the continuous edge of a wing 15, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing 16;
The steel pipe unit of front end is by steel plate 6 sealing welding, and the steel pipe unit of rear end is by base plate 4 sealing welding; The dividing plate that the 5th described web 14 forms between adjacent steel pipe unit.
In the utility model, described concrete 2 can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating the way of realization of inventive concept; protection domain of the present utility model should not be regarded as only limiting to the concrete form that embodiment states, protection domain of the present utility model also and the equivalent technologies means that can expect according to the utility model design in those skilled in the art.
Claims (11)
1. an industrialization steel pipe bundle combining structure building system, is characterized in that: structural system, building panel system and inside and outside body of wall, consist of; Described structural system can be steel pipe bundle combined structure system or framework-steel pipe bundle combined structure system; Described building panel system can be steel bar truss floor support plate, type steel bar truss floor support plate, concrete folding plate or cast in place concrete plate; Described inner wall can be CCA plate grout wall, light composite wall or the light block; Described exterior wall can be monolithic exterior wall or the light block of monolithic exterior wall, lightweight compound bar board wall and the compound formation of heat insulating material of CCA plate grout wall, CCA plate grout wall and the compound formation of heat insulating material;
Described steel pipe bundle combined structure system is formed by connecting by steel pipe bundle combining structure member and H section steel beam or box beam or short steel pipes bundle combining structure member;
Described framework-steel pipe bundle combined structure system is formed by connecting by post, steel pipe bundle combining structure member and H section steel beam or box beam or short steel pipes bundle combining structure member, and described post and H section steel beam or box beam form framework;
Described steel pipe bundle combining structure member and short steel pipes bundle combining structure member consist of steel pipe bundle assembly, the overall shape of described steel pipe bundle assembly is one of following: C type, yi word pattern, Z-shaped, T font, cross or L-type, and described steel pipe bundle assembly is connected and composed successively by a plurality of steel pipes unit; Described steel pipe unit has cavity, fluid concrete in described cavity.
2. a kind of industrialization steel pipe bundle combining structure building system as claimed in claim 1, is characterized in that: the connecting elements between described steel pipe bundle combining structure member and steel pipe bundle combining structure member can be short steel pipes bundle combining structure member or H section steel beam or box beam.
3. a kind of industrialization steel pipe bundle combining structure building system as claimed in claim 1, is characterized in that: the connecting elements between described post and steel pipe bundle combining structure member can be H section steel beam or box beam.
4. a kind of industrialization steel pipe bundle combining structure building system as claimed in claim 1, is characterized in that: on the sidewall of described cavity, be provided with peg.
5. a kind of industrialization steel pipe bundle combining structure building system as claimed in claim 4, is characterized in that: on the dividing plate between adjacent steel pipe unit, through hole is set.
As described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: the steel pipe that described steel pipe unit is U font by cross section is spliced, the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end seals welding or box-type member sealing welding by steel plate, the steel pipe unit of rear end is by two side plates and base plate sealing welding or by the steel pipe sealing of U font, welded the dividing plate between the bending part formation adjacent steel pipe unit of the steel pipe of described U font.
As described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: described steel pipe unit is that T-shaped section bar is spliced to form by cross section; Described T-shaped section bar comprises first edge of a wing and is vertically set on the first web of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing and the 3rd edge of a wing, the afterbody bending of the first described web with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side; The 3rd edge of a wing of second edge of a wing of last section bar, a rear section bar, the first web of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The first described web forms the dividing plate between adjacent steel pipe unit.
As described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: the section bar that described steel pipe unit is T font by cross section is spliced to form, the section bar of described T font comprises the 4th edge of a wing and the second web that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing and the 6th edge of a wing; The section bar of adjacent T font is put upside down setting in the relative mode of the second web, and the tail end of the second web of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing of the 5th edge of a wing of last section bar, a rear section bar, the second web of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The second described web forms the dividing plate between adjacent steel pipe unit.
As described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: described steel pipe unit is spliced to form by first module and second unit, described first module comprises the 7th edge of a wing, the 8th edge of a wing being oppositely arranged, and is connected with the 3rd web and the 4th web between the 7th edge of a wing, the 8th edge of a wing; Described second unit comprises the 9th edge of a wing, the tenth edge of a wing being oppositely arranged, and the 9th edge of a wing connects the 7th edge of a wing, and the tenth edge of a wing connects the 8th edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding or by first module sealing welding; The 3rd described web and the 4th web form the dividing plate between adjacent steel pipe unit.
As described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: described steel pipe unit consists of Unit the 3rd and the 4th unit spliced, described Unit the 3rd comprises the 11 edge of a wing and the 12 edge of a wing being oppositely arranged, described Unit the 4th is square steel tube, the upper end of the side of the 11 described edge of a wing overlap joint square steel tube, the lower end of the side of the 12 edge of a wing overlap joint square steel tube;
The steel pipe unit of end adopts Unit the 3rd of Unit the 4th or strap end portion shrouding; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
11. as described in one of claim 1～5 a kind of industrialization steel pipe bundle combining structure building system, it is characterized in that: described steel pipe unit is separated and formed between the parallel continuous edge of a wing and the splicing edge of a wing by the 5th J-shaped web, the head of the 5th described web is vertically welded on the continuous edge of a wing, the afterbody of the 5th described web is with the pintle parallel with the splicing edge of a wing with the continuous edge of a wing, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding; The 5th described web forms the dividing plate between adjacent steel pipe unit.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420023424.5U CN203769057U (en) | 2014-01-15 | 2014-01-15 | Industrialized steel tube bundle combined structure construction system |
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| CN201420023424.5U CN203769057U (en) | 2014-01-15 | 2014-01-15 | Industrialized steel tube bundle combined structure construction system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN104294964A (en) * | 2014-10-30 | 2015-01-21 | 胡杰 | Shear wall and assembling method thereof |
-
2014
- 2014-01-15 CN CN201420023424.5U patent/CN203769057U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850348A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Industrial steel tube bindle composite structure building system |
| CN104294964A (en) * | 2014-10-30 | 2015-01-21 | 胡杰 | Shear wall and assembling method thereof |
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Owner name: HANGXIAO STEEL COMPONENT CO., LTD. Free format text: FORMER NAME: ZHEJIANG HANGXIAO STEEL STRUCTURE CO., LTD. |
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| CP01 | Change in the name or title of a patent holder |
Address after: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee after: HANGXIAO STEEL STRUCTURE Co.,Ltd. Address before: Xiaoshan Economic Development Zone hongken road Xiaoshan District Hangzhou city Zhejiang province 311217 No. 305 Patentee before: ZHEJIANG HANGXIAO STEEL STRUCTURE Co.,Ltd. |
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Commission number: 5W112326 Conclusion of examination: On the basis of the claim filed by the patentee on August 21, 201420023424.5, the utility model patent is maintained in force. Decision date of declaring invalidation: 20171122 Decision number of declaring invalidation: 33834 Denomination of utility model: Industrial steel tube bindle composite structure building system Granted publication date: 20140813 Patentee: HANGXIAO STEEL STRUCTURE Co.,Ltd. |
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| CX01 | Expiry of patent term |
Granted publication date: 20140813 |