CN204782069U - Disjunctor building - Google Patents
Disjunctor building Download PDFInfo
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- CN204782069U CN204782069U CN201520412452.0U CN201520412452U CN204782069U CN 204782069 U CN204782069 U CN 204782069U CN 201520412452 U CN201520412452 U CN 201520412452U CN 204782069 U CN204782069 U CN 204782069U
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Abstract
The utility model discloses a disjunctor building, include: first building and second building, first building and second building separately set up along the horizontal direction, connector, connector include that vertical truss principal and a plurality of level pass the power superstructure, and the level passes the both ends of power superstructure to be connected by force with first building and second building respectively, the upper chord of vertical truss principal or lower chord and level biography do all can superstructure coupled linking and both ends respectively with first building and the second building is strong to be connected, and all the other members and the level of vertical truss principal pass power superstructure and first building and separation of second building or weak connection. According to the utility model discloses a disjunctor building has that the vertical rigidity of connector is big, the anti side rigidity in layer is little, and big, anti side rigidity in layer of rigidity and bearing capacity and bearing capacity are along vertical sudden change is little, anti -seismic performance is superior, the node designs advantages such as simple, with low costs the floor level in.
Description
Technical field
The utility model relates to building field, in particular to a kind of connected buildings.
Background technology
Connected buildings is the new structure that development in recent years is got up, by arranging connector, difference high level and multistory building being connected together on the one hand, conveniently contacting between the two, on the other hand due to the unique profile of connector structure, bring strong visual effect, building can be made to have more characteristic.Conjoined structure in correlation technique adopts truss-like to be rigidly connected form or large single-beam, Vierendeel truss, converted deep beam or Vierendeel truss+more weak brace, converted deep beam+brace form etc. usually.
Wherein, the rigidly connected form of truss-like, can form larger recurvation effect to high-rise and multistory building, and the sudden change of overall structure vertical anti-side rigidity is serious, poor seismic behavior, design of node is complicated, and high-rise and multistory building need take stronger strengthening measure, and structural cost is higher, for the Double-Tower Structure particularly asymmetric structure of double tower, easy formation irregular torsion structure, antidetonation is unfavorable, structure design difficulty.
And the form of large single-beam, Vierendeel truss, converted deep beam or Vierendeel truss+more weak brace, converted deep beam+brace, connector vertical rigidity is poor, is difficult to satisfied normal comfort requirement, need with vibration absorber with the use of, cost is higher, and connector steel using amount is very big, and material cost is higher.
Utility model content
The utility model is intended to solve one of above-mentioned technical problem in correlation technique at least to a certain extent.For this reason, the utility model proposes a kind of connected buildings, this connected buildings has that connector vertical rigidity is large, layer anti-side rigidity is little, rigidity and that bearing capacity is large, layer anti-side rigidity and supporting capacity are vertically suddenlyd change is little, anti-seismic performance is superior, design of node is simple, low cost and other advantages in floor level.
For achieving the above object, according to the utility model proposes a kind of connected buildings, described connected buildings comprises: the first building and the second building, and described first building and described second building are provided separately in the horizontal direction; Connector, described connector comprises vertical truss principal and multiple horizontal power transmission superstructure, the two ends of described horizontal power transmission superstructure are built with described first respectively and described second are built strong ties, the upper chord of described vertical truss principal or lower chord and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties, and all the other rod members and the described horizontal power transmission superstructure and described first of described vertical truss principal are built to build with described second and be separated or Weak link.
Have according to connected buildings of the present utility model that connector vertical rigidity is large, layer anti-side rigidity is little, rigidity and that bearing capacity is large, layer anti-side rigidity and supporting capacity are vertically suddenlyd change is little, anti-seismic performance is superior, design of node is simple, the low advantage of cost in floor level.
In addition, following additional technical characteristic can also be had according to connected buildings of the present utility model:
Described vertical truss principal is deck truss, and the lower chord of described vertical truss principal and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties.
The horizontal power transmission superstructure be of coupled connections with the lower chord of described vertical truss principal is supported with separate column, and the horizontal power transmission superstructure above the lower chord being positioned at described vertical truss principal is supported on respectively and is separated on described separate column, with the web member of described vertical truss principal and comes to nothing with the upper chord of described vertical truss principal or by the strut support top be located on the upper chord of described vertical truss principal.
Described separate column is positioned at the outside of described vertical truss principal: or described separate column is positioned at the inner side of described vertical truss principal and is separated with the web member of described vertical truss principal; Or described separate column and described vertical truss principal the concordant setting of facade.
Described vertical truss principal is lower support type truss, and the upper chord of described vertical truss principal and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties.
The horizontal power transmission superstructure be of coupled connections with the upper chord of described vertical truss principal is lifted with suspension rod, and the horizontal power transmission superstructure below the upper chord being positioned at described vertical truss principal connects with described suspension rod respectively, is separated and comes to nothing with the lower chord of described vertical truss principal with the web member of described vertical truss principal.
Described suspension rod is positioned at the outside of described vertical truss principal: or described suspension rod is positioned at the inner side of described vertical truss principal and is separated with the web member of described vertical truss principal; Or described suspension rod and described vertical truss principal the concordant setting of facade.
All the other rod members described of described vertical truss principal are slidably connected by sliding mats or sliding support and described horizontal power transmission superstructure.
All the other rod members described of described vertical truss principal are separated with described horizontal power transmission superstructure, and are connected with damper between all the other rod members described of described vertical truss principal and described horizontal power transmission superstructure.
The two ends of the lower chord that not being coupled with described horizontal power transmission superstructure of described vertical truss principal is connected or upper chord are built with described first respectively and described second are built and disconnect.
The two ends of the lower chord that not being coupled with described horizontal power transmission superstructure of described vertical truss principal is connected or upper chord are built respectively by sliding support, shock isolating pedestal or damper and described first and described second are built Weak link.
Described vertical truss principal is single-layered truss, multilayer truss or multiple single-layered truss.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the connected buildings according to the utility model embodiment.
Fig. 2 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 3 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 4 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 5 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 6 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 7 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 8 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Fig. 9 is the schematic diagram of the connected buildings according to another embodiment of the utility model.
Figure 10 is the connection diagram of horizontal power transmission superstructure according to the connected buildings of the utility model embodiment and vertical truss principal.
Figure 11 is the connection diagram of horizontal power transmission superstructure according to the connected buildings of another embodiment of the utility model and vertical truss principal.
Figure 12 is the connection diagram of horizontal power transmission superstructure according to the connected buildings of another embodiment of the utility model and vertical truss principal.
Figure 13 is the connection diagram of horizontal power transmission superstructure according to the connected buildings of another embodiment of the utility model and vertical truss principal.
Figure 14 is the connection diagram of horizontal power transmission superstructure according to the connected buildings of another embodiment of the utility model and vertical truss principal.
Figure 15 is vertical truss principal according to the connected buildings of another embodiment of the utility model and the first and second connection diagrams of building.
Reference numeral: connected buildings 1, first builds the 10, second building 20, connector 30, vertical truss principal 31, horizontal power transmission superstructure 32, separate column 40, strut 41, suspension rod 50, sliding mats 60, sliding support 61, damper 70, sliding support 80.
Detailed description of the invention
Be described below in detail embodiment of the present utility model, the example of described embodiment is shown in the drawings, and wherein same or similar label represents same or similar element or has element that is identical or similar functions from start to finish.Be exemplary below by the embodiment be described with reference to the drawings, be intended to for explaining the utility model, and can not be interpreted as restriction of the present utility model.
Below with reference to the accompanying drawings describe the connected buildings 1 according to the utility model embodiment, following vertical direction is as shown in the arrow A in accompanying drawing, and horizontal direction is as shown in the arrow B in accompanying drawing.
As shown in Fig. 1-Figure 15, comprise the first building 10, second according to the connected buildings 1 of the utility model embodiment and build 20 and connector 30.
First building 10 and the second building 20 are respectively highrise building or multistory building, and the first building 10 and the second building 20 are provided separately in the horizontal direction.Connector 30 comprises vertical truss principal 31 and multiple horizontal power transmission superstructure 32.The two ends of at least one horizontal power transmission superstructure 32 are built 10 and second respectively and are built 20 strong ties with first.The upper chord of vertical truss principal 31 or lower chord and horizontal power transmission superstructure 32 are of coupled connections, and the two ends of the upper chord be of coupled connections with horizontal power transmission superstructure 32 or lower chord are built 10 and second respectively and built 20 strong ties with first.All the other rod members of vertical truss principal 31 (rod member except except the upper chord be of coupled connections with horizontal power transmission superstructure 32 or lower chord) and horizontal power transmission superstructure 32 and first are built 10 and second and are built 20 and be separated or Weak link.
That term " strong ties " refers to it will be appreciated by those skilled in the art that, can the connection of the force and deformation of object that is connected of total tune, such as just connect with hinged etc.Term " is of coupled connections " and refers to, the interface malformation being connected object is coordinated and without the connection of slippage, such as peg connection etc.Term " Weak link " refers to, cannot coordinate the cooperative connection of structure being connected object, and the hinged and other end in such as one end is slidably connected, or two ends are slidably connected.
According to the connected buildings 1 of the utility model embodiment, by arranging vertical truss principal 31 and horizontal power transmission superstructure 32, vertical truss principal 31 can be utilized to form vertical force transfer system, vertical truss principal 31 only bears vertical load, 20 are built without recurvation effect to the first building 10 and second, and the horizontal force transfer system of horizontal power transmission superstructure 32 formation can be utilized, horizontal power transmission superstructure 32 only transmits the shearing force that axis are drawn, pressure and the changing of the relative positions produce that the first building 10 and the second building 20 relative motions produce, and realizes vertical force transfer system and horizontal force transfer system is separate.Connector 30 has larger vertical bending stiffness and side direction Film stiffness and intensity, and lateral bending rigidity is almost nil, namely connector 30 is under the prerequisite better meeting structure vertical bearing capacity and vertical motion comfort level, flecition is not had to first of both sides the building 10 and the second building 20, only the first building 10 and the second building 20 are linked together, transmit that the axis that two high building relative motions produce is drawn, shearing force that pressure and the changing of the relative positions produce.
Be rigidly connected compared with form with the truss-like in correlation technique, connector 30 Weak link bending with building can be realized according to the connected buildings 1 of the utility model embodiment, and the Film stiffness of connector 30 and vertical rigidity and truss-like are rigidly connected, form is roughly fair, significantly reduce the mutation content of structure anti-side rigidity, simplify connector 30 to design with the connected node of building, decrease because of the strengthening measure needed for the sudden change of building vertical rigidity, significantly reduce the cost of structure, enhance the anti-seismic performance of building.Wait complicated connected mode to high building is asymmetric, solution is provided, reduces the irregular torsion of high building, make the scheme be difficult to carry out have feasibility.
Compared with large single-beam, Vierendeel truss, converted deep beam or the Vierendeel truss in correlation technique+form such as more weak brace, converted deep beam+brace, the enough vertical rigidities of connector 30 can be supplied to according to the connected buildings 1 of the utility model embodiment, meet the comfort level requirement of connector 30 under normal operating condition, and can significantly reduce integrally-built cost.
Therefore, have according to the connected buildings 1 of the utility model embodiment that connector vertical rigidity is large, layer anti-side rigidity is little, connector and both sides to build in the conjoined structure floor level that forms rigidity and bearing capacity greatly, layer anti-side rigidity and supporting capacity vertically suddenly change little, anti-seismic performance is superior, design of node is simple, low cost and other advantages.
Below with reference to the accompanying drawings connected buildings 1 according to the utility model specific embodiment is described.
In specific embodiments more of the present utility model, as shown in Fig. 1-Figure 15, comprise the first building 10, second according to the connected buildings 1 of the utility model embodiment and build 20 and connector 30.
Wherein, vertical truss principal 31 can adopt the forms such as individual layer, multilayer or multiple individual layers according to bearing capacity and vertical comfort level demand.Fig. 1 and 2 shows the example that vertical truss principal 31 is single-layered truss, Fig. 3 and 4 shows the example that vertical truss principal 31 is double-deck truss, Fig. 5 and 6 shows the example that vertical truss principal 31 is three layers of truss, and Fig. 7 and 8 shows the example that vertical truss principal 31 is four layers of truss.
Alternatively, as shown in Figure 9, all the other rod members of vertical truss principal 31 are separated with horizontal power transmission superstructure 32, the form such as horizontal power transmission superstructure 32 such as can be adopted to punch or dodge, in addition, the space that vertical truss principal 31 and horizontal power transmission superstructure 32 also can be utilized to separate arranges damper 70.
In concrete examples more of the present utility model, shown in Fig. 2, Fig. 4, Fig. 6 and Fig. 8, vertical truss principal 31 is deck truss, one that is positioned at bottom in the lower chord of vertical truss principal 31 and multiple horizontal power transmission superstructure 32 is of coupled connections, and the two ends of the lower chord of vertical truss principal 31 are built 10 and second respectively and built 20 strong ties with first.
Specifically, as shown in Figure 10, the horizontal power transmission superstructure 32 be of coupled connections with the lower chord of vertical truss principal 31 is supported with separate column 40, horizontal power transmission superstructure 32 above the lower chord being positioned at vertical truss principal 31 is supported on separate column 40 respectively, horizontal power transmission superstructure 32 above the lower chord being positioned at vertical truss principal 31 is separated with the web member of vertical truss principal 31 (horizontal power transmission superstructure 32 punches or avoids), and the horizontal power transmission superstructure 32 above the lower chord being positioned at vertical truss principal 31 comes to nothing with the upper chord of vertical truss principal 31 or by strut 41 support top be located on the upper chord of vertical truss principal 31.The vertical truss principal of deck type 31 can be realized thus be connected with horizontal the vertical of power transmission superstructure 32, and not power transmission in horizontal direction.
Alternatively, separate column 40 is parallel with the facade of vertical truss principal 31 and be positioned at the outside of vertical truss principal 31, with another architectonical.Separate column 40 also can be positioned at the inner side of vertical truss principal 31, and separate column 40 is separated with the web member of vertical truss principal 31, such as, diagonal web member can be adopted to punch or erect web member the mode such as to dodge.Separate column can also with the concordant setting of facade of vertical truss principal 31.
In specific embodiments more of the present utility model, shown in Fig. 1, Fig. 3, Fig. 5 and Fig. 7, vertical truss principal 31 is lower support type truss, upper chord and the horizontal power transmission superstructure 32 of vertical truss principal 31 are of coupled connections, and the two ends of the upper chord of vertical truss principal 31 are built 10 and second respectively and built 20 strong ties with first.
For example, if vertical truss principal 31 is lower support type single-layered truss, then the upper chord of vertical truss principal 31 can be of coupled connections (as shown in Figure 1) with lower several second horizontal power transmission superstructure 32, if vertical truss principal 31 is the double-deck truss of lower support type, then the upper chord of vertical truss principal 31 can be of coupled connections (as shown in Figure 3) with lower several 3rd horizontal power transmission superstructure 32, if vertical truss principal 31 is lower support type three layers of truss, then the upper chord of vertical truss principal 31 can be of coupled connections (as shown in Figure 5) with upper several first horizontal power transmission superstructure 32, if vertical truss principal 31 is lower support type four layers of truss, then the upper chord of vertical truss principal 31 can be of coupled connections (as shown in Figure 7) with upper several first horizontal power transmission superstructure 32.
Particularly, as shown in figure 11, the horizontal power transmission superstructure 32 be of coupled connections with the upper chord of vertical truss principal 31 is lifted with suspension rod 50, horizontal power transmission superstructure 32 below the upper chord being positioned at vertical truss principal 31 is hinged with suspension rod 50 respectively, horizontal power transmission superstructure 32 below the upper chord being positioned at vertical truss principal 31 is separated with the web member of vertical truss principal 31 (horizontal power transmission superstructure 32 punches or avoids), and the horizontal power transmission superstructure 32 below the upper chord being positioned at vertical truss principal 31 comes to nothing with the lower chord of vertical truss principal 31.The vertical truss principal of lower support type 31 can be realized thus be connected with horizontal the vertical of power transmission superstructure 32, and not power transmission in horizontal direction.
Alternatively, suspension rod 50 is parallel with the facade of vertical truss principal 31 and be positioned at the outside of vertical truss principal 31, with another architectonical, suspension rod 50 also can be positioned at the inner side of vertical truss principal 31, and suspension rod 50 is separated with the web member of vertical truss principal 31, such as, diagonal web member can be adopted to punch or erect web member and the mode such as dodge.Suspension rod 50 can also with the concordant setting of facade of vertical truss principal 31.
In concrete examples more of the present utility model, vertical truss principal 31 also can adopt other connected mode with horizontal power transmission superstructure 32, as shown in figure 12, all the other rod members described of vertical truss principal 31 are provided with sliding mats 60, part of horizontal power transmission superstructure 32 can be supported on sliding mats 60, wherein, sliding mats 60 can be the polytetrafluoroethylene (PTFE) part that 3mm is thick.
As shown in figure 13, the bracket of vertical truss principal 31 or other parts also can arrange sliding support 61, part of horizontal power transmission superstructure 32 is supported on sliding support 61.
Certainly, the formation that vertical truss principal 31 also can adopt such scheme to combine with the connection of horizontal power transmission superstructure 32, such as, as shown in figure 14, vertical truss principal 31 is deck truss, the lower chord of vertical truss principal 31 and the horizontal power transmission superstructure 32 of bottom are of coupled connections, the upper chord of vertical truss principal 31 is provided with strut 41 and suspension rod 50, the horizontal power transmission superstructure 32 be positioned at above upper chord is supported on strut 41, and the horizontal power transmission superstructure 32 between upper chord and lower chord is hinged with suspension rod 50.
Thus, all can realize the connection of vertical truss principal 31 and horizontal power transmission superstructure 32, and reach power transmission on vertical and in the object of level upwards not power transmission.
In specific embodiments more of the present utility model, in order to ensure that the connection that 10 and second build 20 built by vertical truss principal 31 and first, in the vertical direction power transmission and not power transmission in the horizontal direction, as Figure 1-Figure 4, the two ends of be not coupled with horizontal power transmission superstructure 32 lower chord that is connected or the upper chord of vertical truss principal 31 are built 10 and second respectively and are built 20 and disconnect with first.Particularly, the two ends of the upper chord of the vertical truss principal 31 of deck type are built 10 and second respectively and are built 20 and disconnect with first, and the two ends of the lower chord of the vertical truss principal 31 of lower support type are built 10 and second respectively and built 20 and disconnect with first.
Alternatively, as shown in figure 15, the two ends of the lower chord that not being coupled with horizontal power transmission superstructure 32 of vertical truss principal 31 is connected or upper chord also can be built 10 and second respectively by sliding support 80, shock isolating pedestal or damper and first and be built 20 Weak link, thus make the first building 10 and the second building 20 bear the local vertical load of vertical truss principal 31 and not bear the horizontal loading of vertical truss principal 31.Particularly, the two ends of the upper chord of the vertical truss principal 31 of deck type are built 10 and second respectively by sliding support 80, shock isolating pedestal or damper and first and are built 20 Weak link, and the two ends of the lower chord of the vertical truss principal 31 of lower support type are built 10 and second respectively by sliding support 80, shock isolating pedestal or damper and first and built 20 Weak link.
Other formations according to the connected buildings 1 of the utility model embodiment are all known for those of ordinary skills, are not described in detail here.
In description of the present utility model, it will be appreciated that, term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width ", " thickness ", " on ", D score, " front ", " afterwards ", " left side ", " right side ", " vertically ", " level ", " top ", " end " " interior ", " outward ", " clockwise ", orientation or the position relationship of the instruction such as " counterclockwise " are based on orientation shown in the drawings or position relationship, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.
In addition, term " first ", " second " only for describing object, and can not be interpreted as instruction or hint relative importance or imply the quantity indicating indicated technical characteristic.Thus, be limited with " first ", the feature of " second " can express or impliedly comprise one or more these features.In description of the present utility model, the implication of " multiple " is at least two, such as two, three etc., unless otherwise expressly limited specifically.
In the utility model, unless otherwise clearly defined and limited, the term such as term " installation ", " being connected ", " connection ", " fixing " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or integral; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals or the interaction relationship of two elements.For the ordinary skill in the art, the concrete meaning of above-mentioned term in the utility model can be understood as the case may be.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or D score can comprise the first and second features and directly contact, also can comprise the first and second features and not be directly contact but by the other characterisation contact between them.And, fisrt feature second feature " on ", " top " and " above " comprise fisrt feature directly over second feature and oblique upper, or only represent that fisrt feature level height is higher than second feature.Fisrt feature second feature " under ", " below " and " below " comprise fisrt feature immediately below second feature and tiltedly below, or only represent that fisrt feature level height is less than second feature.
In the description of this manual, specific features, structure, material or feature that the description of reference term " embodiment ", " some embodiments ", " example ", " concrete example " or " some examples " etc. means to describe in conjunction with this embodiment or example are contained at least one embodiment of the present utility model or example.In this manual, to the schematic representation of above-mentioned term not must for be identical embodiment or example.And the specific features of description, structure, material or feature can combine in an appropriate manner in any one or more embodiment or example.In addition, the different embodiment described in this manual or example can carry out engaging and combining by those skilled in the art.
Although illustrate and described embodiment of the present utility model above, be understandable that, above-described embodiment is exemplary, can not be interpreted as restriction of the present utility model, those of ordinary skill in the art can change above-described embodiment, revises, replace and modification in scope of the present utility model.
Claims (12)
1. a connected buildings, is characterized in that, comprising:
First building and the second building, described first building and described second building are provided separately in the horizontal direction;
Connector, described connector comprises vertical truss principal and multiple horizontal power transmission superstructure, the two ends of described horizontal power transmission superstructure are built with described first respectively and described second are built strong ties, the upper chord of described vertical truss principal or lower chord and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties, and all the other rod members and the described horizontal power transmission superstructure and described first of described vertical truss principal are built to build with described second and be separated or Weak link.
2. connected buildings according to claim 1, it is characterized in that, described vertical truss principal is deck truss, and the lower chord of described vertical truss principal and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties.
3. connected buildings according to claim 2, it is characterized in that, the horizontal power transmission superstructure be of coupled connections with the lower chord of described vertical truss principal is supported with separate column, and the horizontal power transmission superstructure above the lower chord being positioned at described vertical truss principal is supported on respectively and is separated on described separate column, with the web member of described vertical truss principal and comes to nothing with the upper chord of described vertical truss principal or by the triatic stay support top be located on the upper chord of described vertical truss principal.
4. connected buildings according to claim 3, is characterized in that, described separate column is positioned at the outside of described vertical truss principal: or
Described separate column is positioned at the inner side of described vertical truss principal and is separated with the web member of described vertical truss principal; Or
Described separate column and described vertical truss principal the concordant setting of facade.
5. connected buildings according to claim 1, it is characterized in that, described vertical truss principal is lower support type truss, and the upper chord of described vertical truss principal and described horizontal power transmission superstructure are of coupled connections and two ends are built with described first respectively and described second build strong ties.
6. connected buildings according to claim 5, it is characterized in that, the horizontal power transmission superstructure be of coupled connections with the upper chord of described vertical truss principal is lifted with suspension rod, and the horizontal power transmission superstructure below the upper chord being positioned at described vertical truss principal connects with described suspension rod respectively, is separated and comes to nothing with the lower chord of described vertical truss principal with the web member of described vertical truss principal.
7. connected buildings according to claim 6, is characterized in that, described suspension rod is positioned at the outside of described vertical truss principal: or
Described suspension rod is positioned at the inner side of described vertical truss principal and is separated with the web member of described vertical truss principal; Or
Described suspension rod and described vertical truss principal the concordant setting of facade.
8. connected buildings according to claim 1, is characterized in that, all the other rod members described of described vertical truss principal are slidably connected by sliding mats or sliding support and described horizontal power transmission superstructure.
9. connected buildings according to claim 1, it is characterized in that, all the other rod members described of described vertical truss principal are separated with described horizontal power transmission superstructure, and are connected with damper between all the other rod members described of described vertical truss principal and described horizontal power transmission superstructure.
10. connected buildings according to claim 1, is characterized in that, the two ends of the lower chord that not being coupled with described horizontal power transmission superstructure of described vertical truss principal is connected or upper chord are built with described first respectively and described second built and disconnect.
11. connected buildings according to claim 1, it is characterized in that, the two ends of the lower chord that not being coupled with described horizontal power transmission superstructure of described vertical truss principal is connected or upper chord are built respectively by sliding support, shock isolating pedestal or damper and described first and described second are built weak company.
12. connected buildings according to claim 1, is characterized in that, described vertical truss principal is single-layered truss, multilayer truss or multiple single-layered truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520412452.0U CN204782069U (en) | 2015-06-15 | 2015-06-15 | Disjunctor building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520412452.0U CN204782069U (en) | 2015-06-15 | 2015-06-15 | Disjunctor building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204782069U true CN204782069U (en) | 2015-11-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520412452.0U Withdrawn - After Issue CN204782069U (en) | 2015-06-15 | 2015-06-15 | Disjunctor building |
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| CN (1) | CN204782069U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912349A (en) * | 2015-06-15 | 2015-09-16 | 北京清华同衡规划设计研究院有限公司 | Connected building |
| CN108661167A (en) * | 2018-07-23 | 2018-10-16 | 上海建工建集团有限公司 | The construction method and disjunctor component of portal architecture disjunctor component |
| CN113250315A (en) * | 2021-06-10 | 2021-08-13 | 中铁建工集团有限公司 | Energy-consuming type connected structure, connected building system and construction method |
-
2015
- 2015-06-15 CN CN201520412452.0U patent/CN204782069U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912349A (en) * | 2015-06-15 | 2015-09-16 | 北京清华同衡规划设计研究院有限公司 | Connected building |
| CN104912349B (en) * | 2015-06-15 | 2017-12-19 | 北京清华同衡规划设计研究院有限公司 | Connected buildings |
| CN108661167A (en) * | 2018-07-23 | 2018-10-16 | 上海建工建集团有限公司 | The construction method and disjunctor component of portal architecture disjunctor component |
| CN113250315A (en) * | 2021-06-10 | 2021-08-13 | 中铁建工集团有限公司 | Energy-consuming type connected structure, connected building system and construction method |
| CN113250315B (en) * | 2021-06-10 | 2021-09-28 | 中铁建工集团有限公司 | Energy-consuming type connected structure, connected building system and construction method |
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Granted publication date: 20151118 Effective date of abandoning: 20171219 |