CN204781309U - Roof beam plate -column structure of green ecological feasibility building system - Google Patents
Roof beam plate -column structure of green ecological feasibility building system Download PDFInfo
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- CN204781309U CN204781309U CN201520499095.6U CN201520499095U CN204781309U CN 204781309 U CN204781309 U CN 204781309U CN 201520499095 U CN201520499095 U CN 201520499095U CN 204781309 U CN204781309 U CN 204781309U
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- 238000012360 testing method Methods 0.000 description 1
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Abstract
The utility model provides a roof beam plate -column structure of green ecological feasibility building system, this roof beam plate -column structure includes box section post, a few word girder systems english truss floor system that unifies, and a few word girder systems are all including a few word roof beam support arms, a few word roof beams and a few word girder system muscle side under unified central planning cages, and english truss floor system includes english truss group and english truss bottom plate, the welding of a few word roof beam support arms is on the box section post, a few word roof beam support arms and a few word roof beam fixed connection, and a few word girder system muscle side under unified central planning cages are located in a few word roof beams, english truss group is fixed on the english truss bottom plate, english truss bottom plate and a few the word roof beam support arms and the pterygoid lamina overlap joint of word roof beams a few. Compared with the prior art, the utility model provides a welding is processed in the mill through the robotic arm of high accuracy, high density all to whole components of roof beam plate -column structure of green ecological feasibility building system, and only need assemble and connect the job site, has accelerated the building cycle greatly.
Description
Technical field
The utility model relates to technical field of buildings, particularly relates to the slab column structure of green ecological feasibility building system.
Background technology
Along with social progress and the economic development of China, the energy and environmental problem more and more pay close attention to by every profession and trade.As everyone knows, when the contradiction that construction speed and housing need increase, dig mountain quarrying in a large number, fetch earth making building materials of baking bricks, the destruction of land resources and environment is on the rise; Further, supporting and perfect, the problem such as architectural design and the standardization of products of relevant art, cause housing quality not significantly improve along with expanding economy.Current cast-in-site reinforced concrete building template consumption is large, and handling manual labor amount is large, and adopt the fertile beam slab of thick post, cause wastage of material large, long construction period, cost is higher.Full steel structure building because of steel compressive resistance limited, without concrete increase compressive strength, steel consumption amount is increased and cost is high.
In view of above-mentioned defect, the utility model creator, through research and test for a long time, finally obtains the utility model.
Utility model content
The purpose of this utility model is the slab column structure providing green ecological feasibility building system, in order to overcome above-mentioned technological deficiency.
For achieving the above object, the technical solution adopted in the utility model is: the slab column structure of green ecological feasibility building system, this slab column structure comprises box arch, a few word girder system unifies English truss floor system, described a few word girder system turnkey draws together a few word beam support arm, a few word beam and a few word girder system muscle sides under unified central planning cage, and described English truss floor system comprises English truss group and English truss base plate; Described a few word beam support arm is welded on described box arch, and described a few word beam support arm is fixedly connected with a few word beam, and described a few word girder system muscle sides under unified central planning cage is seated in described a few word beam; Described English truss group is fixed on described English truss base plate; Described English truss base plate overlaps with the wing plate of a few word beam support arm and a few word beam.
Preferably, described a few word beam support arm inside is provided with floor, and this floor is arranged on the junction of described box arch and a few word beam support arm.
Preferably, also comprise supporting plate, for connecting a few word beam support arm described in two, vertical connecting box shaped column, the height of supporting plate is 2/3 of FFL.
Preferably, the cross sectional shape of described box arch is square or pentagon or hexagon.
Preferably, described box arch inside is provided with the high-strength bolt peg of the arrangement in W shape.
Preferably, described a few word beam support arm is provided with the first preformed hole, described a few word beam is provided with second preformed hole corresponding with described first preformed hole, described a few word beam snaps into after on described a few word beam support arm, by countersunk head high-strength bolt through fastening with nut ecto-entad after described first preformed hole and the second preformed hole.
Preferably, described a few word beam bottom welding has heeling-in muscle, arranges in W shape.
Preferably, the deck-siding of described a few word beam is equal with described box arch width.
Preferably, described English truss base plate adopts steel plate, after described English truss base plate and a few word beam support arm and the wing plate of a few word beam being overlapped, utilizes peg to reinforce.
Preferably, described English truss base plate adopts PE plate or wooden form, and heeling-in expansion of metal buckle on English truss base plate, described English truss assembly welding is received in English truss sole plate metal expansion buckle.
The beneficial effects of the utility model are compared with the prior art:
1. the slab column structure construction building utilizing the utility model to provide, construction speed is more better than routine and traditional architecture, and be 2-3 times of its speed, job site only needs assembling and is connected, and greatly accelerates building cycle.Compare routine and traditional architecture, time limit Only Six Months of constructing as northerly, but this system is not by the impact in season, as long as each side conditions permit can be constructed throughout the year.
2. better reach the effect of material-saving in the prerequisite of ensuring the quality of products, the cross section of its post and beam compared with conventional and cross section that is traditional architecture is little, so in concrete amount and amount of reinforcement more economically, save, cut the waste.
3. the building that the slab column structure utilizing the utility model to provide is built up, more conventional lighter with body weight that is traditional architecture, its weight is only equivalent to its 60%-70%, therefore its more antidetonation in building structure, can reach conventional and 1.2-1.4 times of traditional architecture substantially under comparable conditions.
4. whole components of the slab column structure of green ecological feasibility building system of providing of the utility model, all carry out processing welding in factory by high accuracy, highdensity robotic arm, therefore production efficiency is high, speed fast, manufacture accuracy is high, quality is guaranteed, and the rough formula construction compared in conventional and traditional architecture can better control and grasp.
5. the slab column structure construction utilizing the utility model to provide establishes building; can more protect environment in work progress; because its all component, all in factory process, decreases the work of a lot of job site, conventional and the destruction of traditional architecture to scene and environment is very big.
6. the beam column of slab column structure that the utility model provides constitutes a complete mechanics unit, the building that each mechanics unit has been set up defines a complete structure, to the decorations in later stage and the selection space of material larger, better utilize outstanding contribution to compressed straw slab, EPS brick, cement foamed heat insulating material, more conventional traditional architecture is more flexible.
7., for the building systems of present intelligent, photovoltaic system and following building systems can be well compatible, and more conventional traditional architecture can better be dissolved into the target of building New Times.
8. the PE plate in the slab column structure that provides of the utility model and wooden form can be reused, and more save material and cost, also more environmental protection and economy, are more conducive to long term growth.
Accompanying drawing explanation
Fig. 1 is the structural representation of the slab column structure of the utility model green ecological feasibility building system;
Fig. 2 is the structural section schematic diagram of the slab column structure of the utility model green ecological feasibility building system;
Fig. 3 is the sectional view of the box arch of the slab column structure of the utility model green ecological feasibility building system.
Detailed description of the invention
For ease of understanding technology contents of the present utility model further, below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1, the structural representation of the slab column structure of the green ecological feasibility building system provided for the utility model, is illustrated in figure 2 the structural section schematic diagram of the slab column structure of the green ecological feasibility building system that the utility model provides.This slab column structure comprises box arch 1, a few word girder system system, English truss floor system and supporting plate 2, described a few word girder system turnkey draws together a few word beam support arm 3, a few word beam 4 and a few word girder system muscle sides under unified central planning cage, and described English truss floor system comprises English truss group 6 and English truss base plate 7.
Described box arch 1 is processed with intelligent cooperation by millworkization, and interface adopts full penetration weldering; In it, note high-strength concrete makes the box arch as building bearing structure firmer, after concrete curing, surface is smooth, the steel plate of box arch is easily caused to be separated with concrete above being applied to if any external force, therefore be provided with the high-strength bolt peg 11 (as shown in Figure 3) of the arrangement in W shape therein, the concrete of injection and the steel plate of box arch is made to form one, thus concrete can be prevented to be separated with the steel plate of box arch, the support force of box arch can be made again stronger.The material of box arch adopts the high-strength carbon element steel of more than Q345.In the present embodiment, the cross sectional shape of box arch is square, and in other embodiments, the cross sectional shape of box arch also can be pentagon or hexagon.Described box arch 1 is also provided with reserving rib 12.
Described a few word beam support arm 3 adopts clod wash processing or welding processing to make, and being fixed by fillet welding is connected on described box arch 1, and the reserving rib 12 of described box arch 1 is positioned at the inside of described a few word beam support arm 3.A few word beam support arm 3 is provided with the first preformed hole 31.The material of a few word beam support arm 3 adopts the high-strength carbon element steel of more than Q345.The whole chamfered of a few word beam support arm 3 both sides Ji plate.Described a few word beam support arm 3 inside is provided with floor 8, and this floor 8 is arranged on the junction of described box arch 1 and a few word beam support arm 3.Be welded with supporting plate 2, vertical connecting box shaped column 1 between two a few word beam support arms 3, coordinate with the Ji plate of a few word beam support arm 3 and support described English truss floor system, increase stability.The height of supporting plate is 2/3 of FFL.
Described a few word beam 4 bottom welding has heeling-in muscle 41, and this heeling-in muscle 41 is the perpendicular reinforcing bar of prefabricate and described English truss floor system, and arrange in W shape, heeling-in muscle 41 adopts reinforcing bar to be screw-thread steel.Described a few word beam 4 is also provided with second preformed hole 32 corresponding with described first preformed hole 31, described a few word beam 4 snaps into after on described a few word beam support arm 3, by countersunk head high-strength bolt through fastening with nut ecto-entad after described first preformed hole 31 and the second preformed hole 32.The deck-siding of described a few word beam 4 is equal with described box arch 1 width, and bend-carrying capacity is born by a few word beam total cross-section, increases module of anti-bending section, substantially increases the bending resistance of a few word beam 4.
Described a few word girder system muscle sides under unified central planning cage is welded by several continuous print rectangle frames 51 and the some main muscle 52 of square cage, be seated in described a few word beam 4, rectangle frame 51 carries out part with the heeling-in muscle 41 in a few word beam 4 and welds, and the main muscle of described side's cage 52 carries out overlapping rear fillet welding full weld with the reserving rib 12 on described box arch 1.
The English truss group 6 of described English truss floor system is connected into entirety by several English trusses by electrode is soldered.When English truss base plate 7 adopts steel plate, this English truss base plate 7 is overlapped with the wing plate of a few word beam support arm 3, a few word beam 4, peg is utilized to reinforce, again English truss group 6 is welded direct on English truss base plate 7 and forms entirety, English truss group 6 is provided with wind up reinforcing bar 61 and lower edge reinforcing bar 62, by winding up, rectangle frame 51 part of reinforcing bar 61 with a few word girder system muscle sides under unified central planning cage is welded, lower edge reinforcing bar 62 is welded with heeling-in muscle 41 part in a few word beam 4, finally inject concrete, form floor, now, English truss base plate 7 cannot take out.When English truss base plate 7 adopts PE plate or wooden form, with pneumatic gun heeling-in expansion of metal buckle on English truss base plate 7, by English truss base plate 7 and a few word beam support arm 3, the wing plate overlap joint of a few word beam 4, but reinforce without peg, again English truss group 6 is welded on English truss base plate 7 expansion of metal buckle, English truss group 6 is provided with wind up reinforcing bar 61 and lower edge reinforcing bar 62, by winding up, rectangle frame 51 part of reinforcing bar 61 with a few word girder system muscle sides under unified central planning cage is welded, lower edge reinforcing bar 62 is welded with heeling-in muscle 41 part in a few word beam 4, finally inject concrete, form floor, now, English truss base plate 7 can take out recycling.
The slab column structure of the green ecological feasibility building system that the utility model provides has following advantage:
1. whole components of slab column structure: box arch, a few word girder system system, English truss floor system and supporting plate, all carry out processing welding in factory by high accuracy, highdensity robotic arm, therefore production efficiency is high, speed fast, manufacture accuracy is high, quality is guaranteed, and the rough formula construction compared in conventional and traditional architecture can better control and grasp.
2. better reach the effect of material-saving in the prerequisite of ensuring the quality of products, the cross section of its post and beam compared with conventional and cross section that is traditional architecture is little, so in concrete amount and amount of reinforcement more economically, save, cut the waste.
3. the building that the slab column structure utilizing the utility model to provide is built up, more conventional lighter with body weight that is traditional architecture, its weight is only equivalent to its 60%-70%, therefore its more antidetonation in building structure, can reach conventional and 1.2-1.4 times of traditional architecture substantially under comparable conditions.
4. the slab column structure construction building utilizing the utility model to provide, construction speed is more better than routine and traditional architecture, and be 2-3 times of its speed, job site only needs assembling and is connected, and greatly accelerates building cycle.Compare routine and traditional architecture, time limit Only Six Months of constructing as northerly, but this system is not by the impact in season, as long as each side conditions permit can be constructed throughout the year.
5. the slab column structure construction utilizing the utility model to provide establishes building; can more protect environment in work progress; because its all component, all in factory process, decreases the work of a lot of job site, conventional and the destruction of traditional architecture to scene and environment is very big.
6. the beam column of slab column structure that the utility model provides constitutes a complete mechanics unit, the building that each mechanics unit has been set up defines a complete structure, to the decorations in later stage and the selection space of material larger, better utilize outstanding contribution to compressed straw slab, EPS brick, cement foamed heat insulating material, more conventional traditional architecture is more flexible.
7., for the building systems of present intelligent, photovoltaic system and following building systems, the slab column structure that the utility model provides has good compatibility, and more conventional traditional architecture can better be dissolved into the target of building New Times.
8. the PE plate in the slab column structure that provides of the utility model and wooden form can be reused, and more save material and cost, also more environmental protection and economy, are more conducive to long term growth.
The foregoing is only preferred embodiment of the present utility model, is only illustrative for the utility model, and nonrestrictive.Those skilled in the art is understood, and can carry out many changes in the spirit and scope that the utility model claim limits to it, amendment, even equivalence, but all will fall in protection domain of the present utility model.
Claims (10)
1. the slab column structure of green ecological feasibility building system, it is characterized in that, this slab column structure comprises box arch, a few word girder system unifies English truss floor system, described a few word girder system turnkey draws together a few word beam support arm, a few word beam and a few word girder system muscle sides under unified central planning cage, and described English truss floor system comprises English truss group and English truss base plate; Described a few word beam support arm is welded on described box arch, and described a few word beam support arm is fixedly connected with a few word beam, and described a few word girder system muscle sides under unified central planning cage is seated in described a few word beam; Described English truss group is fixed on described English truss base plate; Described English truss base plate overlaps with the wing plate of a few word beam support arm and a few word beam.
2. the slab column structure of green ecological feasibility building system according to claim 1, is characterized in that, described a few word beam support arm inside is provided with floor, and this floor is arranged on the junction of described box arch and a few word beam support arm.
3. the slab column structure of green ecological feasibility building system according to claim 1 and 2, is characterized in that, also comprise supporting plate, for connecting a few word beam support arm described in two.
4. the slab column structure of green ecological feasibility building system according to claim 3, is characterized in that, the cross sectional shape of described box arch is square or pentagon or hexagon.
5. the slab column structure of green ecological feasibility building system according to claim 4, is characterized in that, described box arch inside is provided with the high-strength bolt peg of the arrangement in W shape.
6. the slab column structure of green ecological feasibility building system according to claim 1, it is characterized in that, described a few word beam support arm is provided with the first preformed hole, described a few word beam is provided with second preformed hole corresponding with described first preformed hole, described a few word beam snaps into after on described a few word beam support arm, by countersunk head high-strength bolt through fastening with nut ecto-entad after described first preformed hole and the second preformed hole.
7. the slab column structure of green ecological feasibility building system according to claim 6, is characterized in that, described a few word beam bottom welding has heeling-in muscle, arranges in W shape.
8. the slab column structure of green ecological feasibility building system according to claim 1, is characterized in that, the deck-siding of described a few word beam is equal with described box arch width.
9. the slab column structure of green ecological feasibility building system according to claim 1, it is characterized in that, described English truss base plate adopts steel plate, after described English truss base plate and a few word beam support arm and the wing plate of a few word beam being overlapped, utilizes peg to reinforce.
10. the slab column structure of green ecological feasibility building system according to claim 1, it is characterized in that, described English truss base plate adopts PE plate or wooden form, heeling-in expansion of metal buckle on English truss base plate, described English truss assembly welding is received in English truss sole plate metal expansion buckle.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520499095.6U CN204781309U (en) | 2015-07-10 | 2015-07-10 | Roof beam plate -column structure of green ecological feasibility building system |
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| CN201520499095.6U CN204781309U (en) | 2015-07-10 | 2015-07-10 | Roof beam plate -column structure of green ecological feasibility building system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929241A (en) * | 2015-07-10 | 2015-09-23 | 刘伟东 | Beam slab column structure of green ecological feasible building system |
| CN108867880A (en) * | 2018-09-12 | 2018-11-23 | 江西嘉致建设有限公司 | A kind of assembled steel Reinforced Concrete Buildings |
| CN114263303A (en) * | 2022-01-24 | 2022-04-01 | 山东万斯达科技股份有限公司 | Floor construction method for assembly type building and assembly type plane floor |
-
2015
- 2015-07-10 CN CN201520499095.6U patent/CN204781309U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104929241A (en) * | 2015-07-10 | 2015-09-23 | 刘伟东 | Beam slab column structure of green ecological feasible building system |
| CN108867880A (en) * | 2018-09-12 | 2018-11-23 | 江西嘉致建设有限公司 | A kind of assembled steel Reinforced Concrete Buildings |
| CN108867880B (en) * | 2018-09-12 | 2023-11-14 | 江西嘉致建设有限公司 | Assembled reinforced concrete building |
| CN114263303A (en) * | 2022-01-24 | 2022-04-01 | 山东万斯达科技股份有限公司 | Floor construction method for assembly type building and assembly type plane floor |
| CN114263303B (en) * | 2022-01-24 | 2023-08-29 | 山东万斯达科技股份有限公司 | Building cover construction method for assembled building and assembled planar building cover |
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Effective date of registration: 20200715 Address after: No. S09, building 5, Qianjin Jiayuan community, Songbei District, Harbin City, Heilongjiang Province Patentee after: Harbin Lambert polymer materials Co., Ltd Address before: Room 201, unit 13, unit 3, changshengyuan community, Songbei District, Harbin City, Heilongjiang Province Patentee before: Liu Weidong |