CN203669456U - Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system - Google Patents
Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system Download PDFInfo
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- CN203669456U CN203669456U CN201320839756.6U CN201320839756U CN203669456U CN 203669456 U CN203669456 U CN 203669456U CN 201320839756 U CN201320839756 U CN 201320839756U CN 203669456 U CN203669456 U CN 203669456U
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Abstract
The utility model relates to a master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system which comprises a master frame and a slave frame. The master frame comprises a plurality of master frame layers. The slave frame comprises a plurality of slave frame layers. Each master frame layer is provided with 1-3 slave frame layers. Slave frame columns of the slave frame layers are borne or suspended on a master frame beam of the master frame layer. The slave frame columns of the slave frame layers are in rigid connection to or hinged to the master frame. The ends of slave frame beams of the slave frame layers are in rigid connection to or hinged to a master frame column of the master frame layer. A frame cross-layer support is arranged on the master frame layer. The steel using amount and the component lateral load resistance efficiency of the cross-layer support are much more proper than those of a traditional structure support, through simulation design, various performance indexes of a high-rise steel frame-supporting residence system are ideal, and accordingly the building function, the economy, the applicability and the like of the high-rise steel residence system are perfect.
Description
Technical field
The utility model relates to a kind of Tall Frameworks-support system, hanging floor system of principal and subordinate's form and holds hanging body system, be specifically related to a kind of cross-layer pull bar (rope) support system, can be used for house, office building, hotel, block of flats etc., belong to building field.
Background technology
As everyone knows, China belongs to earthquake-prone region, and the earthquake occurring over the years causes the heavy damage of building, brings heavy losses to people's lives and properties, and antidetonation is the important topic that construction work circle need to be considered.Steel work is because the strength of materials is high, ductility is good, dead load gently becomes current best building aseismicity structure and approved by common people.Between many, the high-rise steel structure elastic layer of country's existing " seismic design provision in building code " regulation, angle of displacement limits 1/250, is 2.2 times of reinforced concrete frame structure; 3.2 times of reinforced concrete frame-seismic structural wall, earthquake resistant wall structure; 4 times of Reinforced Concrete Anti-seismic Wall structure.Geological process depends on (1) building structure rigidity to the influence degree of building, the building structure earthquake effect less (Tg/T) that the cycle is larger; (2) built-loading, little many of the relative reinforced concrete structure of steel house dead load, add light floor, light partition wall, lightweight exterior wall that the steel frame structural system of principal and subordinate's form requires, the loading of monolithic architecture thing is little more a lot of than existing reinforced concrete structure, masonry partition wall and exterior wall total load, above-mentioned similar every load sum, body series is approximately 1/3～1/5 of reinforced concrete structure building.Due to not only large many of load of masonry partition wall and exterior wall, and very large on frame stiffness impact as infilled wall, according to existing related specifications, rules regulation, in the time calculating seismic forces, should consider the impact of non-bearing wall, structure gives reduction from the shake cycle.Can see from earthquake effect coefficient curve, structural cycle is inversely proportional to earthquake effect coefficient, is directly proportional to building loading, structural cycle length and the little building aseismicity that is all conducive to of building loading of the steel frame structural system of principal and subordinate's form, and can form optimum complementation.
Utility model content
Main purpose of the present utility model is to provide a kind of steel frame-brace structure system based on principal and subordinate's form for high residential building.Principal and subordinate's Tall Frameworks-support residential structure need to take into full account earthquake, the effect of wind to structure, should guarantee that structural system possesses enough rigidity on the one hand, structure does not make structural element internal force excessive and damage and excessive distortion occurs and affect normal use with structure in the time standing horizontal loads, Structure of need rigidity is too not strong simultaneously, structural load is not too big, is controlled at zone of reasonableness when design yet.For this reason, when design, need to formulate rational structural concept, the structural concept choosing, structural system is crucial.
The utility model is taked following technical scheme:
A kind of principal and subordinate's form Tall Frameworks-supports dwelling house system, comprises main frame and from framework, described main frame is made up of several main frame layers, is describedly made up of from ccf layer several from framework, and it is individual from ccf layer that each main frame layer is provided with 1-3; Described from ccf layer from frame column support on the main frame beam of described main frame layer, describedly rigidly connect or hinged from the bottom from frame column of ccf layer and the main frame beam of described main frame layer, the described pillar of main frame from end of frame girder and described main frame layer from ccf layer rigidly connects or is hinged.At main frame layer, frame supported is set, forms exclusive the supporting across floor of principal and subordinate's form Tall Frameworks-structural system, formed thus " Tall Frameworks-support system of principal and subordinate's form ".
Another object of the present utility model is to provide a kind of steel frame-hanging structure system based on principal and subordinate's form for high residential building.Take principal and subordinate's form steel frame dwelling house system as basis, can also derive other more rational principal and subordinate's form structure systems simultaneously.Based on the hanging structure system of principal and subordinate's form steel frame structural system, be defined as a kind of principal and subordinate's form Tall Frameworks-hanging dwelling house system, comprise main frame and from framework, described main frame is made up of several main frame layers, describedly formed from ccf layer by several from framework, each main frame layer is provided with 1-3 from ccf layer, from framework floor by script support on main frame beam, change hanging under main frame beam.The described two ends from Vierendeel girder from ccf layer and pillar of main frame rigidly connect or are hinged, the described post from framework changes suspension rod into, suspension rod upper end is connected with main frame beam bottom flange, and suspension rod lower end is connected to the top flange from Vierendeel girder, each from ccf layer by suspension rod mutually connect hanging on main frame beam.Suspension rod can adopt shaped steel, square steel cross section, also can adopt solid high-strength steel pull bar or high-strength steel drag-line.Connected mode is suspension rod end monaural or fork ear, is connected with the ears plate welding on girder steel or monaural plate bearing pin.For highrise building, for guaranteeing the endurance and stiffness of high-level structure system, arrange across floor frame supported at main frame layer, form thus " principal and subordinate's form Tall Frameworks-hanging structure system ".
An object more of the present utility model is to provide a kind of steel frame based on principal and subordinate's form for high residential building-hold hanging hang structure system.It is take the Tall Frameworks-support system of principal and subordinate's form and principal and subordinate's form Tall Frameworks-hanging structure system as basis, merges mutually a kind of structural system deriving, the steel frame of called after principal and subordinate form-hold hanging hang structure system.
A kind of principal and subordinate's form Tall Frameworks-hold hanging body system, comprises main frame and from framework, described main frame is made up of several main frame layers, is describedly made up of from ccf layer several from framework, and each main frame layer is provided with 1-3 from ccf layer.Principal and subordinate's form Tall Frameworks-support dwelling house system as previously described, 1～2 of each main frame beam support is from ccf layer, should rigidly connect or hinged from frame column lower end and main frame beam, should and rigidly connect from Vierendeel girder from frame column upper end, rigidly connect or hinged from Vierendeel girder and pillar of main frame; Each main frame beam is hung 1～2 from ccf layer, principal and subordinate's form Tall Frameworks-hanging structure system as previously described, described post from ccf layer changes suspension rod into, suspension rod upper end is connected with main frame beam bottom flange, suspension rod lower end is connected to the top flange from Vierendeel girder, rigidly connects or hinged from the pillar of main frame from end of frame girder and main frame layer of ccf layer.Arrange across floor frame supported at main frame layer, form " steel frame of principal and subordinate's form-hold hanging hang structure system ".
In technique scheme, described frame supported is pure tension member, adopts high-strength pull bar or drag-line as support system.Can be cross support or other forms supports.Suspension rod can adopt shaped steel, square steel cross section, also can adopt solid high-strength steel pull bar or high-strength steel drag-line.Connected mode is suspension rod end monaural or fork ear, is connected with the ears plate welding on girder steel or monaural plate bearing pin.
Framework arranges and supports is in order to make up due to framework horizontal rigidity deficiency, because framework self can not be within being controlled at allowed band due to the lateral displacement of horizontal force generation.The operating principle of frame supported is, in the time that framework bears horizontal force, and 2 road supporting rod A rod member and the B rod members that arrange in groups, under a direction horizontal force action, A rod member tension, B rod member pressurized; Under other direction horizontal force action, B rod member tension, A rod member pressurized.Optimal support system in the time being a rod member tension, compression member flexing and deactivating, the horizontal force that structure passes to support is born by tension member completely.Most of engineering of having built up all adopts accentric support, draws, Strut Part forms strong shearing force in the power consumption section of setting, and huge shearing can cause beam section projection and recessed distortion and lose function, and repairs difficult.Current specifications regulation supporting rod self must possess certain rigidity, by the rigidity outside rod member limit slenderness ratios control lever direction of principal axis, therefore can not accomplish pressurized time, rod member flexing is deactivated, once genuine flexing, cross section plate has been surrendered in fact, this surrender causes rod member plastic strain and can not recover, because it can not recover to lose its service behaviour.The steel frame of principal and subordinate's form Tall Frameworks-structural system, principal and subordinate's form Tall Frameworks-hanging structure system, principal and subordinate's form-hold hanging hang structure system all to adopt high-strength pull bar (drag-line) as frame supported.In the time that framework bears a direction horizontal force, A rod member tension and produce tensile stress, B rod member is pressed to the outer flexing of bar axle and is deactivated, and because its cross section is little, the outer rigidity of bar axle is very little, can not cause material yield in the time of axial compression flexing.In the time of other direction horizontal force action, B rod member bears and has drawn, and A rod member bears pressure, and now B rod member does not lose its tension function, recovers at once its function and devotes oneself to work.A, B rod member center line are intersected on main frame member axis, can, because supporting role produces shearing, not cause the distortion of main frame member.The horizontal loading that building bears is mainly earthquake, wind action, is characterized in two-way or multidirectional effect, and the effect of moving in circles.Supported design is become to pure tension member, and the slenderness ratio that its rod member adapts to is very large, for multi-story spanned bracing due to its physical length and calculated length all very large, so adopt high-strength pull bar (drag-line) to be very important, be also very rational.
In described main frame layer, because take hanging form from structure floor, 1～2 layer can not landed from floor, form the dead level of 1～2 floor on the ground, except pillar of main frame, piping shaft, cable shaft, building elevator, under balcony, can be used as parking, planting technique or view road etc., realize to greatest extent the object of the building that saves land.
Body series, except for house, is also applicable to other similar buildings, as office building, and hotel, block of flats etc.
In technique scheme, for giving full play to material property and saving steel, pillar of main frame can adopt concrete filled steel tube.
Advantage of the present utility model:
1, the steel frame of the Tall Frameworks-support system of principal and subordinate's form, principal and subordinate's form Tall Frameworks-hanging structure system, principal and subordinate's form-hold hanging hang structure system and for the high-strength steel pull bar of above-mentioned system and high-strength drag-line across floor support system, no matter from safety, exploitativeness, the economy of engineering structures, and in structural element service efficiency, unit building area steel using amount etc., be all that traditional structural system is incomparable, it has reasonability and the technological merit of highly significant.Through board design, property indices is all very good, be used for house or other similar buildings (as office building, hotel, block of flats etc.), all very perfect from aspects such as building function, construction costs, construction and installation, be particularly useful for builing industry that country advocates at present and upgrade reusing of upgrading, environmental protection, constructional materials etc. and all there is very large meaning, more can meet that housing industrialization that country widelys popularize and country are powerful requires the building environmental protection action plan requirement that realizes.
2, principal and subordinate's steel frame system becomes first meaning of principal and subordinate's frame hanging structure and is, become suspension rod former from frame column, the connection of suspension rod upper and lower side is and is articulated and connected, and from being subject to bending component to become pure tensional element, has avoided the weakness of small bore from the little stability deficiency in structural column cross section.Steel frame that second meaning is principal and subordinate's form Tall Frameworks-hanging structure system, principal and subordinate's form-the hold suspension rod of hanging hang structure system, because adopting the cross section of high-strength pull bar or drag-line little, shadow is ensconced atrial septum within the walls completely, can be because its cross section makes partition wall too thick, can doublely do on the contrary partition backbone, make body of wall more stable, especially when superelevation overlength metope, its effect meeting is more remarkable.
3, the support of principal and subordinate's form steel framed structure adds hanging structure system, it has the advantage of support, 2 kinds of features of hanging concurrently, no matter from structural mechanics characteristic and the each side such as construction and installation all reach best, also principal and subordinate's form steel frame structural system advantage is performed to summit.In Yi Ge building body unit, designer can be according to using needs, support floor and hanging floor arbitrarily combine, because in each main structure floor unit, there is a logical layer, in this logical layer, can need freely to separate according to using, this large space floor be very significant for office class building.
4, principal and subordinate's form frame construction, because its architecture quality is little, supporting floor, partition wall, exterior wall, from heavy and light, are delivered to many (1/2～1/4) that the traditional Reinforced Concrete Buildings of basic loading ratio is little, Base foundation design, difficulty of construction are fallen lower, and cost is lower.
5, because take hanging form from structure floor, 1～2 layer can not landed from floor, forms the dead level of 1～2 floor on the ground, except pillar of main frame, piping shaft, cable shaft, building elevator, and can be as parking, planting technique or view road etc. under balcony.
6, traditional buried floor of Reinforced Concrete Anti-seismic Wall house, except being used for civil air defense constructions and installations wartime, can only serving as storage or indoor bicycle parking area at ordinary times, its space utilization is worth very low.Principal and subordinate's form steel framed structure only pillar of main frame drops down onto basement, can be used as and stop or other functions under balcony, has solved the difficult problem that can not do garage parking under traditional house balcony.
6, with the patent No. " a kind of steel frame structural system with principal and subordinate's form for the house " Chinese patent that is ZL201320102257.9 and the patent No. " a kind of steel framed structure beam-column bolt rigid joint " Chinese patent that is ZL201320220019.8, and " a kind of panel wall system of the steel frame structural system for principal and subordinate's form " matches, whole building can realize basic welding, the full assembling building of basic wet-less operation (except basis), the speed of application of raising construction work is produced to leap and sexually revise, especially have more practical significance for the severe area of construction environment.
Accompanying drawing explanation
Fig. 1 is traditional Steel frame-brace system schematic diagram.
Fig. 2 is principal and subordinate's form Tall Frameworks-support dwelling house system schematic diagram.
Fig. 3 is principal and subordinate's form high residential building Steel frame-brace dwelling house system architectural plan.
Fig. 4 is principal and subordinate's form high residential building steel frame-brace structure arrangement diagram.
Fig. 5 is principal and subordinate's framework-hanging structure system schematic diagram.
Fig. 6 is multilayer principal and subordinate form steel frame-hanging dwelling house system schematic diagram.
Fig. 7 is principal and subordinate's framework-hold hanging hang structure system schematic diagram.
Fig. 8 is multilayer principal and subordinate framework-hold hanging hang structure system schematic diagram.
Fig. 9 is principal and subordinate's framework-suspension rod connection diagram.
Main Reference numeral:
1 pillar of main frame 2 main frame beams
3 suspension rods (from framework) 4 is from Vierendeel girder
5 from frame column 6 frame supported
7 primary structure 8 secondary structures
9 main frame layers 10 are from ccf layer
The specific embodiment
Traditional Steel frame-brace system one group of support structure of every storey setting (Fig. 1), Tall Frameworks-support dwelling house system of the present utility model arranges support according to main structure layer, different from traditional support is to support (Fig. 2) across storey setting, makes it to become principal and subordinate's form Tall Frameworks-support dwelling house system.
One, principal and subordinate's form Tall Frameworks-support dwelling house system of the present utility model, comprises main frame and from framework, main frame is made up of several main frame layers 9, is made up of several from framework from ccf layer 10, and each main frame layer 9 is provided with 2 from ccf layer 10; From ccf layer 10 from frame column 5 supports on the main frame beam 2 of main frame layer 9, rigidly connect or hinged from the bottom from frame column 5 of ccf layer and the main frame beam 2 of main frame layer, rigidly connect or hinged from the pillar of main frame 1 from Vierendeel girder 4 ends and main frame layer of ccf layer, at main frame layer 9, frame supported 6 is set, arranges across floor and support.
Multi-story spanned bracing is furnished with kinds of schemes, and Fig. 2 is only a kind of cross support wherein.No matter from Fig. 1 and Fig. 2, can intuitively find out reasonability, the superiority of multi-story spanned bracing, be all that the former is incomparable from steel using amount, member lateral resisting efficiency.Through board design, Tall Frameworks-support system property indices is all very good.
As shown in Figure 3 and Figure 4, architectural plan and the structural configuration plan view of 18 layers of house, supporting plane is arranged except meeting rigidity of structure requirement, still need and architect's aligned position, be arranged on blank wall face (metope of not windowing) as far as possible, realize for being laterally easy to, longitudinal bracing position needs fine consideration.
For high-rise steel structure dwelling house system more perfect from aspects such as building function, economy, applicabilities, principal and subordinate's Tall Frameworks-support residential structure adopts concrete filled steel tube as main frame story post, can increase substantially thus structural-load-carrying capacity, improve the rigidity of structure, saving steel.Under the ultimate limit states and serviceability limit state prerequisite that meet regulation and stipulation, column section is less, and steel using amount also drops to minimum.
Two, the utility model is take principal and subordinate's form steel frame dwelling house system as basis, the steel frame housing construction of multilayer principal and subordinate form and principal and subordinate's form Tall Frameworks-support housing construction are realized, simultaneously can also derive other more rational principal and subordinate's form structure systems, as the steel frame of the hanging structure system based on principal and subordinate's form steel frame structural system and principal and subordinate's form-hold hanging hang structure system.
Based on the hanging structure system of principal and subordinate's form steel frame structural system, comprise main frame and from framework, main frame is made up of several main frame layers 9, is made up of several from framework from ccf layer 10, each main frame layer 9 is provided with 2 from ccf layer 10; Rigidly connect or hinged from the two ends from Vierendeel girder 4 of ccf layer 10 and pillar of main frame 1, from ccf layer 10, suspension rod 3 can be set, suspension rod 3 upper ends are connected with bearing pin with the otic placode of main frame beam 2, suspension rod 3 lower ends hangings connect with bearing pin at the otic placode from Vierendeel girder, and each suspension rod 3 from ccf layer 10 is with main frame beam 2 and mutually connect from Vierendeel girder 4.At main frame layer 9, frame supported 6 is set, supports across storey setting, as cross support, form principal and subordinate's form steel frame-hanging structure system.
Technique scheme makes to have principal and subordinate's form steel frame-hanging system becomes possibility, and basic principal and subordinate's form steel frame, is supported on main frame from framework, change a thinking, change suspension rod 3 into from frame column 5, upper end is connected with main frame beam 2, and hang from structure floor lower end.1～3 of a main structure floor suspended is often all connected with suspension rod 3 from structure floor gap from structure floor, forms principal and subordinate's form framework-hanging structure system, referring to Fig. 5, Fig. 6.
Becoming and hanging from floor from framework floor in principal and subordinate's form steel frame, for main frame, architectural characteristic does not change.Difference is that top layer master-slave unit is the same with each unit, its underpart, main frame beam 2 bearing as much from structure floor load, the form of structure of each host-guest architecture unit, bearing load, scantling are all identical; The bottom does not land from structure, the same with the each master-slave unit in its top, is suspended on main frame beam 2.
Three, on principal and subordinate's form steel framed structure and principal and subordinate's form steel frame hanging structure basis, can also merge and become the support of principal and subordinate's form steel frame structural system and hanging structure system, be exactly from structure floor part support on main frame beam 2, another part storey slings hangs under main frame beam 2, forms the support hanging structure system of principal and subordinate's form steel framed structure.
As shown in Fig. 7,8,9, this principal and subordinate's form Tall Frameworks-support hanging system, comprises main frame and from framework, main frame is made up of several main frame layers 9, is made up of several from framework from ccf layer 10, and each main frame layer 9 is provided with 2 from ccf layer 10.On each main frame layer 9, one of support is from ccf layer 10, should be from ccf layer 10 supports on main frame beam 2, should rigidly connect or hinged from frame column 5 lower ends and main frame beam 2, should from frame column 5 upper ends with rigidly connect from Vierendeel girder 4, rigidly connect or hinged from Vierendeel girder 4 and pillar of main frame 1; Below main frame layer 9, hang one from ccf layer 10, hang the main frame beam of main frame layer 92 from framework suspension rod 3, be connected to main frame beam 2 and from Vierendeel girder 4 from the suspension rod 3 use otic placode bearing pins of ccf layer 10.At main frame layer 9, frame supported 6 is set, arranges across floor and support, as cross support, form principal and subordinate's form steel frame-support hanging structure system.
Four, in above-mentioned three kinds of technical schemes, frame supported 6 is pure tension member, adopts high-strength pull bar or drag-line as support system, can be cross support or other forms and supports.
The support hanging structure system of this principal and subordinate's form steel framed structure has the advantage of support, 2 kinds of features of hanging concurrently, no matter from structural mechanics characteristic and the each side such as construction and installation all reach best, also principal and subordinate's form steel frame structural system advantage is performed to ultimate attainment.In Yi Ge building body unit, need to be support, hanging from floor random combine according to using, in each main structure floor unit, there is a logical layer large space that only has main structure post, this large space floor is very significant for office class building.
The steel frame of the Tall Frameworks-support system of principal and subordinate's form, principal and subordinate's form Tall Frameworks-hanging structure system, principal and subordinate's form-hold hanging hang structure system and for the high-strength steel pull bar of above-mentioned system and high-strength drag-line across floor support system, no matter from safety, exploitativeness, the economy of engineering structures, and in structural element service efficiency, unit building area steel using amount etc., be all that traditional structural system is incomparable, it has reasonability and the technological merit of highly significant.Through board design, property indices is all very good, be used for house or other similar buildings (as office building, hotel, block of flats etc.), all very perfect from aspects such as building function, construction costs, construction and installation, be particularly useful for builing industry that country advocates at present and upgrade reusing of upgrading, environmental protection, constructional materials etc. and all there is very large meaning, more can meet that housing industrialization that country widelys popularize and country are powerful requires the building environmental protection action plan requirement that realizes.
Claims (9)
1. Tall Frameworks-the support system of principal and subordinate's form, it is characterized in that: comprise main frame and from framework, described main frame is made up of several main frame layers, is describedly made up of from ccf layer several from framework, and each main frame layer is provided with 1-3 from ccf layer; Described from ccf layer from frame column support on the main frame beam of described main frame layer, describedly rigidly connect or hinged from the bottom from frame column of ccf layer and the main frame beam of described main frame layer, the described pillar of main frame from end of frame girder and described main frame layer from ccf layer rigidly connects or is hinged, arranges across floor frame supported at main frame layer.
2. Tall Frameworks-the support system of principal and subordinate's form as claimed in claim 1, is characterized in that: described frame supported adopts high-strength pull bar or drag-line.
3. Tall Frameworks-hanging system of principal and subordinate's form, it is characterized in that: comprise main frame and from framework, described main frame is made up of several main frame layers, is describedly made up of from ccf layer several from framework, and each main frame layer is provided with 1-3 from ccf layer; The described two ends from Vierendeel girder from ccf layer and pillar of main frame rigidly connect or are hinged, the described suspension rod that arranges from ccf layer, suspension rod upper end is connected with main frame beam bottom flange, suspension rod lower end is connected to the top flange from Vierendeel girder, each from ccf layer by suspension rod mutually connect hanging on main frame beam, arrange across floor frame supported at main frame layer.
4. Tall Frameworks-hanging system of principal and subordinate's form as claimed in claim 3, is characterized in that: described frame supported adopts high-strength pull bar or drag-line.
5. Tall Frameworks-hanging system of principal and subordinate's form as claimed in claim 3, it is characterized in that: described suspension rod is high-strength pull bar or high-strength drag-line, the upper and lower end of described suspension rod arranges monaural or fork ear, is connected with the ears plate welding on beam or monaural plate bearing pin.
6. the Tall Frameworks of principal and subordinate's form-hold hanging body system, it is characterized in that: comprise main frame and from framework, described main frame is made up of several main frame layers, is describedly made up of from ccf layer several from framework, and each main frame layer is provided with 1-3 from ccf layer; 1～2 of each main frame beam support is from ccf layer, described rigidly connects or hinged from frame column lower end and main frame beam, described from frame column upper end with rigidly connect from Vierendeel girder, rigidly connect or hinged from Vierendeel girder and pillar of main frame; Each main frame beam is hung 1～2 from ccf layer, the described suspension rod that arranges from ccf layer, suspension rod upper end is connected with main frame beam bottom flange, suspension rod lower end is connected to the top flange from Vierendeel girder, rigidly connect or hinged from the pillar of main frame from end of frame girder and main frame layer of ccf layer, arrange across floor frame supported at main frame layer.
7. the Tall Frameworks of principal and subordinate's form as claimed in claim 6-hold hanging body system, is characterized in that: described frame supported adopts high-strength pull bar or drag-line.
8. the Tall Frameworks of principal and subordinate's form as claimed in claim 6-hold hanging body system, is characterized in that: described suspension rod is high-strength pull bar or high-strength drag-line.
9. the Tall Frameworks of principal and subordinate's form as claimed in claim 8-hold hanging body system, is characterized in that: the upper and lower end of described suspension rod arranges monaural or fork ear, is connected with the ears plate welding on beam or monaural plate bearing pin.
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| CN201320839756.6U CN203669456U (en) | 2013-12-18 | 2013-12-18 | Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system |
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| CN201320839756.6U CN203669456U (en) | 2013-12-18 | 2013-12-18 | Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612449A (en) * | 2015-02-11 | 2015-05-13 | 清华大学 | Giant buckling-preventing support frame structure system |
| CN106677338A (en) * | 2017-01-20 | 2017-05-17 | 中衡设计集团股份有限公司 | Anti-seismic building structure provided with steel frame and crossed central support with link beams |
| CN108374490A (en) * | 2018-01-12 | 2018-08-07 | 中建钢构有限公司 | A kind of steel frame structural system |
| CN113137108A (en) * | 2021-04-14 | 2021-07-20 | 国核电力规划设计研究院有限公司 | Spring layer supporting frame |
| CN113137109A (en) * | 2021-04-14 | 2021-07-20 | 国核电力规划设计研究院有限公司 | Frame connecting rod supporting structure system |
-
2013
- 2013-12-18 CN CN201320839756.6U patent/CN203669456U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612449A (en) * | 2015-02-11 | 2015-05-13 | 清华大学 | Giant buckling-preventing support frame structure system |
| CN106677338A (en) * | 2017-01-20 | 2017-05-17 | 中衡设计集团股份有限公司 | Anti-seismic building structure provided with steel frame and crossed central support with link beams |
| CN108374490A (en) * | 2018-01-12 | 2018-08-07 | 中建钢构有限公司 | A kind of steel frame structural system |
| CN113137108A (en) * | 2021-04-14 | 2021-07-20 | 国核电力规划设计研究院有限公司 | Spring layer supporting frame |
| CN113137109A (en) * | 2021-04-14 | 2021-07-20 | 国核电力规划设计研究院有限公司 | Frame connecting rod supporting structure system |
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