CN211873310U - Corridor connection supporting structure of green building - Google Patents
Corridor connection supporting structure of green building Download PDFInfo
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- CN211873310U CN211873310U CN202020307228.6U CN202020307228U CN211873310U CN 211873310 U CN211873310 U CN 211873310U CN 202020307228 U CN202020307228 U CN 202020307228U CN 211873310 U CN211873310 U CN 211873310U
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Abstract
The utility model relates to a building connection structure technical field, more specifically say, it relates to a vestibule connection support structure of green building, and its technical scheme main points are: the supporting device comprises two brackets which are respectively arranged on two opposite wall bodies, wherein the opposite side walls of the two brackets are fixedly connected with a bearing plate, the upper surface of the bearing plate is provided with a base station, the base station is provided with a placing cavity, the placing cavity is connected with a bottom plate in a sliding manner along the vertical direction, the upper surface of the bottom plate is fixedly connected with a supporting column, the supporting column movably penetrates through the base station, one end, penetrating out of the placing cavity, of the supporting column is in butt fit with a corridor steel beam, and a buffering component for buffering the bottom plate; this corridor connection support structure of green building can strengthen the steadiness of corridor girder steel to alleviate the influence that the earthquake brought for the corridor girder steel.
Description
Technical Field
The utility model relates to a building connection structure technical field, more specifically say, it relates to a vestibule connection support structure of green building.
Background
The corridor is a corridor connection supporting structure of a green building of a complex high-rise building structure system, and generally means that two or more high-rise buildings are connected with each other by an overhead connecting body so as to meet the requirements of building shape and use functions. The connecting body is a corridor. The span is several meters long and also several tens of meters long. The vestibules are arranged one by one or a plurality of in the vertical direction of the building.
Among the prior art, erect the vestibule girder steel between the tower of green building generally, the vestibule girder steel passes through the support assembly on steel column and the tower bracket and is in the same place, installs the vestibule on the girder steel of vestibule again.
However, when an earthquake occurs, the connection between the steel beam of the corridor and the bracket of the tower building shakes, and the deformation is large, which easily causes the collapse of the corridor, so that further improvement is needed.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a vestibule connection support structure of green building can strengthen the steadiness of vestibule girder steel to alleviate the influence that the earthquake brought for the vestibule girder steel.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a corridor connection support structure of green building, includes that two are installed respectively the bracket on two relative wall bodies, two the equal fixedly connected with loading board of lateral wall that the bracket is relative, the last surface mounting of loading board has the base station, the chamber has been seted up to the base station and has been placed, it slides along vertical direction to place the intracavity and is connected with the bottom plate, the last fixed surface of bottom plate is connected with the support column, the support column activity runs through the base station, the support column is worn out the one end and the corridor girder steel butt cooperation of placing the chamber, it is provided with the buffering subassembly that is used for buffering the bottom plate to place the intracavity.
Through adopting above-mentioned technical scheme, when taking place the earthquake, the vestibule girder steel receives the impact force and passes to the bottom plate through the support column on, the buffering subassembly of setting can play buffering and absorbing effect by the bottom plate, and then strengthens the steadiness of supporting seat and vestibule girder steel to alleviate the influence that the earthquake brought for the vestibule girder steel.
The present invention may be further configured in a preferred embodiment as: the buffer assembly comprises a plurality of plate springs, the plate springs are formed by stacking a plurality of pieces of spring steel, and two ends of each plate spring in the stacking direction are fixedly connected with the bottom surface of the bottom plate and the cavity bottom of the containing cavity respectively.
Through adopting above-mentioned technical scheme, when the vestibule girder steel takes place longitudinal vibration, elastic deformation takes place for the leaf spring of fixed connection between the bottom surface of bottom plate and the chamber end of placing the chamber, and the leaf spring produces the effort to the bottom plate, and then can effectively slow down the longitudinal impact force that the bottom plate received.
The present invention may be further configured in a preferred embodiment as: the quantity of leaf spring sets up to two, two the leaf spring symmetry sets up, it is provided with the buffer layer to place two inner walls that the chamber is relative, two lateral walls of bottom plate all cooperate with the buffer layer butt, the support column is provided with the rubber circle with the junction of base station.
Through adopting above-mentioned technical scheme, when vestibule girder steel took place lateral vibration, elastic deformation took place for two leaf springs, and the lateral wall of bottom plate supports and presses the buffer layer, and the lateral wall of support column supports and presses the rubber circle, and then can effectively slow down the horizontal impact force that the bottom plate received.
The present invention may be further configured in a preferred embodiment as: the one end fixedly connected with rubber cushion that the support column is close to the vestibule girder steel, rubber cushion and the cooperation of vestibule girder steel butt.
Through adopting above-mentioned technical scheme, rubber cushion can increase the friction of support column and vestibule girder steel, and then has improved the transmission effect of vestibule girder steel because the impact force of vibration production.
The present invention may be further configured in a preferred embodiment as: and a reinforcing rib is arranged between the bearing plate and the bracket.
Through adopting above-mentioned technical scheme, can strengthen the atress of loading board, and then strengthen the steadiness of vestibule girder steel.
The present invention may be further configured in a preferred embodiment as: and an inclined strut is arranged between the side wall of the base platform and the upper surface of the bearing plate.
Through adopting above-mentioned technical scheme, the bracing can share the transverse pressure that the bottom plate produced the base station, and then has strengthened the steadiness of base station.
The present invention may be further configured in a preferred embodiment as: the lateral wall fixedly connected with connecting block of base station, connecting block and bracing all pass through bolt fixed connection with the loading board.
Through adopting above-mentioned technical scheme, when needs are changed the base station, only need demolish the bolt just can convenient and fast dismantle the base station.
The present invention may be further configured in a preferred embodiment as: the upper surface of loading board is provided with a plurality of locating lever, the lateral wall of locating lever and the lateral wall butt cooperation of base station.
Through adopting above-mentioned technical scheme, the locating lever has played the positioning action in the installation of base station.
To sum up, the utility model discloses a following at least one useful technological effect:
1. when an earthquake occurs, the corridor steel beam is subjected to impact force and is transmitted to the bottom plate through the supporting columns, and the arranged buffer assembly can play a role in buffering and damping the bottom plate, so that the stability of the supporting seat and the corridor steel beam is enhanced, and the influence of the earthquake on the corridor steel beam is reduced;
2. when the corridor steel beam vibrates longitudinally, the plate spring fixedly connected between the bottom surface of the bottom plate and the cavity bottom of the placing cavity deforms elastically, the plate spring generates acting force on the bottom plate, and further the longitudinal impact force on the bottom plate can be effectively relieved;
3. when the vestibule girder steel takes place lateral vibration, elastic deformation takes place for two leaf springs, and the lateral wall of bottom plate supports and presses the buffer layer, and the lateral wall of support column supports and presses the rubber circle, and then can effectively slow down the horizontal impact force that the bottom plate received.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
figure 2 is a partial cross-sectional view of a center gallery steel beam and a base platform of an embodiment of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 2.
Reference numerals: 1. a corridor steel beam; 2. a bracket; 3. a carrier plate; 31. reinforcing ribs; 4. a base station; 41. a placement chamber; 42. a buffer layer; 5. a base plate; 6. a support pillar; 61. a rubber cushion block; 7. a rubber ring; 8. a plate spring; 9. a connecting rod; 10. connecting blocks; 11. bracing; 12. and (5) positioning the rod.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The utility model provides a corridor connection support structure of green building, as shown in fig. 1 and 2, includes two brackets 2 of difference fixed connection on two relative wall bodies, and two 2 symmetry settings of bracket, the equal fixed connection of lateral wall that two 2 relative brackets have the loading board 3 that the level set up, and two loading boards 3 are on the coplanar, have welded the strengthening rib 31 that is used for strengthening the 3 steadiness of loading board between the bottom surface of loading board 3 and the lateral wall of wall body.
As shown in fig. 1 and fig. 3, a square base 4 disposed along the vertical direction is detachably connected to the upper surface of the bearing plate 3, a placing cavity 41 is disposed inside the base 4, and buffer layers 42 are fixedly connected to two inner walls of the placing cavity 41 opposite to each other, and in this embodiment, the buffer layers 42 are preferably made of rubber. The inside of placing chamber 41 is connected with bottom plate 5 along vertical direction sliding, and two lateral walls of bottom plate 5 are contradicted with two buffer layers 42 respectively. In addition, the upper surface vertical fixation of bottom plate 5 has support column 6, and the one end activity that bottom plate 5 was kept away from to support column 6 runs through the last cavity wall of placing chamber 41, and the one end fixedly connected with rubber cushion 61 of wearing out, and rubber cushion 61 cooperates with 1 butt of vestibule girder steel. Simultaneously, the junction of support column 6 and base station 4 is provided with rubber circle 7, and rubber circle 7 is embedded in the lateral wall of base station 4, and the outer peripheral face of rubber circle 7 and the pore wall fixed connection of base station 4 trompil, its inner peripheral face contradict with support column 6, place and be provided with the buffering subassembly that cushions bottom plate 5 in the chamber 41.
As shown in fig. 3, specifically, the buffer assembly includes a plurality of plate springs 8, in this embodiment, the number of the plate springs 8 is preferably two, two plate springs 8 are arranged at intervals along the length direction of the loading plate 3, the inner concave surfaces of the two plate springs 8 face oppositely, the plate springs 8 are formed by stacking a plurality of spring steels, and two ends of the plate springs 8 along the stacking direction are respectively welded with the bottom surface of the bottom plate 5 and the bottom of the cavity in which the cavity 41 is placed. In addition, a connecting rod 9 is arranged between the two plate springs 8, and two ends of the connecting rod 9 are respectively welded with the back surfaces of the two plate springs 8.
Referring back to fig. 1, the two side walls of the base platform 4 are both fixedly connected with a connecting block 10, the cross section of the connecting block 10 is arranged in an L shape, and the bottom end of the connecting block 10 is fixedly connected to the upper surface of the bearing plate 3 through a bolt. In addition, inclined struts 11 are respectively arranged between the two side walls of the base platform 4 and the upper surface of the bearing plate 3, one ends of the inclined struts 11 are welded on the side walls of the base platform 4, and the other ends are fixedly connected on the upper surface of the bearing plate 3 through bolts. A plurality of positioning rods 12 are fixedly connected to the upper surface of the loading plate 3, in this embodiment, the number of the positioning rods 12 is preferably two, the two positioning rods 12 are symmetrically arranged with respect to the base 4, and the side walls of the positioning rods 12 are respectively in abutting fit with the two side walls of the base 4.
The implementation principle of the embodiment is as follows: when taking place the earthquake, vestibule girder steel 1 receives the impact force and passes to on bottom plate 5 through support column 6, and fixed connection takes place elastic deformation in the bottom surface of bottom plate 5 and the leaf spring 8 between the chamber end of placing chamber 41, and leaf spring 8 produces the effort to bottom plate 5, and then strengthens supporting seat and vestibule girder steel 1's steadiness to alleviate the influence that the earthquake brought for vestibule girder steel 1.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a green building's vestibule connection support structure, includes that two install bracket (2) on two relative wall bodies respectively, its characterized in that: two equal fixedly connected with loading board (3) of lateral wall that bracket (2) is relative, the last surface mounting of loading board (3) has base station (4), base station (4) have been seted up and have been placed chamber (41), it is connected with bottom plate (5) to slide along vertical direction in chamber (41) to place, the last fixed surface of bottom plate (5) is connected with support column (6), base station (4) are run through in support column (6) activity, support column (6) are worn out the one end and vestibule girder steel (1) butt cooperation of placing chamber (41), it is provided with the buffering subassembly that is used for buffering bottom plate (5) in chamber (41) to place.
2. The corridor connection support structure for green buildings according to claim 1, wherein: the buffer assembly comprises a plurality of plate springs (8), the plate springs (8) are formed by stacking a plurality of spring steels, and two ends of each plate spring (8) in the stacking direction are fixedly connected with the bottom surface of the bottom plate (5) and the cavity bottom of the placement cavity (41) respectively.
3. A green building vestibule connection support structure as claimed in claim 2, wherein: the quantity of leaf spring (8) sets up to two, it is provided with buffer layer (42) to place two inner walls that chamber (41) is relative, two lateral walls of bottom plate (5) all cooperate with buffer layer (42) butt, the junction of support column (6) and base station (4) is provided with rubber circle (7).
4. The corridor connection support structure for green buildings according to claim 1, wherein: support column (6) are close to one end fixedly connected with rubber cushion (61) of vestibule girder steel (1), rubber cushion (61) and vestibule girder steel (1) butt cooperation.
5. The corridor connection support structure for green buildings according to claim 1, wherein: and a reinforcing rib (31) is arranged between the bearing plate (3) and the bracket (2).
6. The corridor connection support structure for green buildings according to claim 1, wherein: and an inclined support (11) is arranged between the side wall of the base platform (4) and the upper surface of the bearing plate (3).
7. The corridor connection support structure for green buildings according to claim 1, wherein: the lateral wall fixedly connected with connecting block (10) of base station (4), connecting block (10) and bracing (11) all pass through bolt fixed connection with loading board (3).
8. The corridor connection support structure for green buildings according to claim 1, wherein: the upper surface of the bearing plate (3) is provided with a plurality of positioning rods (12), and the side walls of the positioning rods (12) are in butt fit with the side walls of the base platform (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020307228.6U CN211873310U (en) | 2020-03-12 | 2020-03-12 | Corridor connection supporting structure of green building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020307228.6U CN211873310U (en) | 2020-03-12 | 2020-03-12 | Corridor connection supporting structure of green building |
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| CN211873310U true CN211873310U (en) | 2020-11-06 |
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| CN202020307228.6U Active CN211873310U (en) | 2020-03-12 | 2020-03-12 | Corridor connection supporting structure of green building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681507A (en) * | 2020-12-18 | 2021-04-20 | 北京东方华脉工程设计有限公司 | Shear force wall vestibule structure of high shock resistance |
| CN113309218A (en) * | 2021-06-04 | 2021-08-27 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
-
2020
- 2020-03-12 CN CN202020307228.6U patent/CN211873310U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681507A (en) * | 2020-12-18 | 2021-04-20 | 北京东方华脉工程设计有限公司 | Shear force wall vestibule structure of high shock resistance |
| CN113309218A (en) * | 2021-06-04 | 2021-08-27 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
| CN113309218B (en) * | 2021-06-04 | 2023-12-08 | 陕西超艺实业有限公司 | Steel construction vestibule between concrete building |
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