CN210917717U - Connecting structure of corridor - Google Patents

Connecting structure of corridor Download PDF

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Publication number
CN210917717U
CN210917717U CN201921620625.2U CN201921620625U CN210917717U CN 210917717 U CN210917717 U CN 210917717U CN 201921620625 U CN201921620625 U CN 201921620625U CN 210917717 U CN210917717 U CN 210917717U
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CN
China
Prior art keywords
vestibule
connecting screw
concrete wall
corridor
connection structure
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Expired - Fee Related
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CN201921620625.2U
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Chinese (zh)
Inventor
李慧林
郭蓉
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Dongguan Hongyu Century Construction Engineering Co ltd
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Dongguan Hongyu Century Construction Engineering Co ltd
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Priority to CN201921620625.2U priority Critical patent/CN210917717U/en
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Publication of CN210917717U publication Critical patent/CN210917717U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model relates to a connection structure of vestibule, it includes concrete wall and vestibule, concrete wall's the fixed steel corbel that is provided with of lateral wall, the tip of vestibule passes through coupling assembling and sets up in the top of steel corbel, coupling assembling includes bull stick and two connecting screw, the vestibule has been seted up with the corresponding arc hole of connecting screw, wear to penetrate in the arc hole with the corresponding lead screw of connecting screw, the both ends of bull stick rotate respectively and connect in connecting screw and lead screw's lateral wall, the diameter in arc hole equals with the diameter of bull stick, lead screw is located one side of corresponding connecting screw, the both ends in arc hole set up towards corresponding connecting screw. When the vestibule received can not resist when refusing, the bull stick was rotatory around connecting screw, and guide bolt slides in the arc downthehole can cooperate the vestibule to take place the skew 360 degrees on the horizontal direction, can avoid vestibule and both sides building subject to take place to drag, warp.

Description

Connecting structure of corridor
Technical Field
The utility model belongs to the technical field of the technique of vestibule and specifically relates to a connection structure of vestibule is related to.
Background
In the design of a plurality of buildings, a corridor is usually set up between two buildings to communicate the connection between the buildings, and a corridor is generally erected between steel beams of the buildings. The vestibule is through connecting support and concrete building main part rigid connection, and the building becomes disjunctor structure with the vestibule easily, when receiving other irresistible effort such as earthquake, strong wind, the vibration frequency inconsistent of building is connected with both sides to the vestibule, and the vestibule takes place to rock easily with building main part's connection support, drags, leads to the connection structure of vestibule and building to break off, warp to make the vestibule drop from the building easily, cause the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a connection structure of vestibule can alleviate the vestibule and receive the destruction that produces when can not resist the power of refusing, avoids the vestibule to take place to break away from, collapse.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a connection structure of vestibule, includes concrete wall and vestibule, concrete wall's the fixed steel corbel that is provided with of lateral wall, the tip of vestibule passes through coupling assembling and sets up in the top of steel corbel, coupling assembling includes bull stick and two connecting screw, the arc hole corresponding with connecting screw is seted up to the vestibule, wear to penetrate in the arc hole and have the lead screw corresponding with connecting screw, the both ends of bull stick rotate the lateral wall of connecting in connecting screw and lead screw respectively, the diameter in arc hole equals with the diameter of bull stick, lead screw is located one side of corresponding connecting screw, the both ends in arc hole set up towards the corresponding connecting screw.
Through adopting above-mentioned technical scheme, connecting screw and lead screw pass through the bull stick and reciprocal anchorage in vertical direction, receive the earthquake when the vestibule, during the unresponsive power of wind load etc., the vestibule takes place the skew with the concrete wall body, the bull stick is rotatory can cooperate the skew of vestibule around connecting screw in the horizontal direction, the length of bull stick is fixed to make the guide bar slide in the arc hole with the skew of cooperation vestibule, the vestibule can 360 degrees on the horizontal direction take place the skew, the vestibule does not form disjunctor structure with the building of both sides, can avoid the hookup location of vestibule and concrete wall body to produce when receiving the unresponsive power and drag, warp, thereby avoid taking place the vestibule and drop, the phenomenon of collapsing.
The utility model discloses further set up to: the fixed supporting seat that is provided with of steel corbel top surface, the supporting seat top surface rotates and is provided with the ball, the mutual butt of ball and vestibule bottom surface.
Through adopting above-mentioned technical scheme, the supporting seat can provide the supporting role to the bottom surface of vestibule tip, strengthens the steel corbel to the support steadiness of vestibule, and when the vestibule received the non-resistance and refused, the ball reduced the coefficient of friction of vestibule and supporting seat, made things convenient for the vestibule to take place the skew along the length direction of vestibule on the support.
The utility model discloses further set up to: coupling assembling is provided with two sets ofly, two it is located the support in vestibule length direction's both sides, with organizing two connecting screw is located the other both sides of support.
Through adopting above-mentioned technical scheme, the vestibule is fixed on the steel corbel through two sets of coupling assembling, and two sets of coupling assembling are rectangle evenly distributed, can strengthen the fixed to the vestibule to improve the stability of vestibule.
The utility model discloses further set up to: the position that vestibule bottom surface is close to four lateral walls of supporting seat all fixes and is provided with the stopper, the bottom of stopper is less than the top of supporting seat.
By adopting the technical scheme, when the corridor is subjected to the non-resistance force and is deviated, the deviation amplitude of the corridor is too large and the pulling action on the arc-shaped hole and the rotating rod is easily increased because the length of the rotating rod is fixed with the arc length of the arc-shaped hole, so that the arc-shaped hole and the rotating rod are damaged; utilize the lateral wall of stopper and support to bump each other and keep out, can inject the offset distance of vestibule in front and back, left and right directions, can disperse the effort that bull stick and arc hole received, reduce defective production.
The utility model discloses further set up to: the corridor end part is fixedly provided with an attachment strap, the top of the concrete wall body is provided with a horizontal table board, and the attachment strap is abutted to the horizontal table board.
Through adopting above-mentioned technical scheme, when the vestibule takes place the skew, vestibule and horizontal mesa produce the breach easily, and the breach can cause the potential safety hazard, utilizes the attachment strap to be connected with horizontal mesa, and the attachment strap does not influence the skew of vestibule, can avoid the production of breach simultaneously, improves safety precaution.
The utility model discloses further set up to: vestibule end fixing is provided with powerful spring, powerful spring keeps away from vestibule one end and is connected with concrete wall's lateral wall.
By adopting the technical scheme, when the corridor deviates due to the fact that the corridor cannot resist the force, the end portion of the corridor is prone to rigidly collide with the side wall of the concrete wall body, large defects are prone to being generated, the corridor is prevented from being directly contacted with the side wall of the concrete wall body through the strong spring, and the defects can be reduced; meanwhile, the strong spring deforms to generate buffering force, so that the deviation amplitude of the corridor can be reduced.
The utility model discloses further set up to: the steel bracket is provided with the mounting panel towards the concrete wall one side is fixed, the mounting panel passes through the crab-bolt to be fixed at concrete wall lateral wall.
Through adopting above-mentioned technical scheme, utilize the crab-bolt to pass inside the mounting panel squeezes into concrete wall, can fix mounting panel and steel corbel at the concrete wall lateral wall, make the tip that the steel corbel can the fixed stay vestibule.
The utility model discloses further set up to: and a plurality of reinforcing rib plates are fixed between the bottom surface of the steel bracket and the mounting plate.
Through adopting above-mentioned technical scheme, the connection of reinforcing rib plate reinforced mounting panel and steel corbel can strengthen the support dynamics of steel corbel to strengthen overall structure's stability.
To sum up, the utility model discloses a beneficial technological effect does:
1. when the corridor is subjected to the non-resistance force such as earthquake, wind load and the like, the rotating rod rotates around the connecting screw rod in the horizontal direction to be matched with the deviation of the corridor, the guide rod slides in the arc-shaped hole to be matched with the deviation of the corridor, the corridor can deviate in 360 degrees in the horizontal direction, the connecting position of the corridor and the concrete wall body can be prevented from being pulled and deformed when the corridor is subjected to the non-resistance force, and therefore the phenomena that the corridor falls off and collapses are avoided;
2. the supporting seat can provide a supporting effect for the bottom surface of the end part of the corridor, and the friction coefficient of the corridor and the supporting seat is reduced by the balls, so that the corridor can be conveniently deviated on the support along the length direction of the corridor;
3. when the vestibule receives the skew of can not resisting the power of refusing, the tip of vestibule takes place rigid collision with concrete wall's lateral wall easily, utilizes powerful spring to avoid the vestibule and concrete wall's lateral wall direct contact, and powerful spring produces the excursion range that the cushion effect can reduce the vestibule simultaneously.
Drawings
Fig. 1 is a schematic view of the overall structure of a connecting structure of a vestibule;
fig. 2 is a schematic view of a top-down structure of a connecting structure of a vestibule.
In the figure, 1, a concrete wall; 11. steel corbels; 111. mounting a plate; 112. an anchor bolt; 113. reinforcing a rib plate; 12. a horizontal table top; 2. a corridor; 21. an arc-shaped hole; 211. a lead screw; 22. a limiting block; 23. a butt strap; 24. a strong spring; 3. a connecting assembly; 31. connecting a screw rod; 311. a nut; 32. a rotating rod; 4. a supporting seat; 41. and a ball.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a connection structure of vestibule, including concrete wall 1 and vestibule 2, concrete wall 1's lateral wall is fixed with steel corbel 11, and steel corbel 11 top is installed to vestibule 2's one end.
The steel corbel 11 is towards a side face fixedly connected with mounting panel 111 of concrete wall 1, and mounting panel 111 is fixed at the lateral wall of concrete wall 1 through multiunit crab-bolt 112, and inside crab-bolt 112 penetrated the mounting panel 111 and squeezed into concrete wall 1, fixed steel corbel 11 at the lateral wall of concrete wall 1. A plurality of reinforcing rib plates 113 are fixed between the bottom surface of the steel corbel 11 and the mounting plate 111, the reinforcing rib plates 113 reinforce the supporting force of the steel corbel 11 and simultaneously reinforce the connection between the steel corbel 11 and the mounting plate 111.
Referring to fig. 1 and 2, two sets of connecting components 3 are fixed with at 11 tops of steel corbel, and two sets of connecting components 3 set up along the length direction of vestibule 2 in an arrangement. The connecting assembly 3 comprises a rotating rod 32 and two connecting screw rods 31, and the two connecting screw rods 31 are arranged in the direction perpendicular to the length of the corridor 2. The corridor 2 is provided with arc-shaped holes 21 corresponding to the connecting screw rods 31, the diameters of the arc-shaped holes 21 are equal to the length of the rotating rods 32, and the end parts of the two arc-shaped holes 21 corresponding to the same group of connecting screw rods 31 are close to each other. The guide screw 211 corresponding to the connecting screw 31 penetrates through the arc-shaped hole 21, the guide screw 211 is located on one side of the corresponding connecting screw 31, which is back to the other connecting screw 31 in the same group, two ends of the rotating rod 32 are respectively sleeved on the side walls of the corresponding connecting screw 31 and the guide screw 211, nuts 311 are respectively fixed on the upper side and the lower side of the end portion of the rotating rod 32 of the side walls of the guide screw 211 and the connecting screw 31, and the upper nut 311 and the lower nut 311 are respectively tightly abutted on the upper side and the lower side of the rotating rod 32.
The lead screw 211 and the connecting screw 31 are fixed to each other in the vertical direction by the rotating rod 32, thereby fixing the gallery 2 above the steel corbel 11. When vestibule 2 received great non-resistible power, bull stick 32 can rotate in the horizontal direction with the skew of cooperation vestibule 2, bull stick 32's length is fixed to make lead screw 211 remove in order to cooperate the skew of vestibule 2 in arc hole 21, vestibule 2 can take place the skew at 360 degrees on the horizontal direction, can avoid vestibule 2 to receive when non-resistible power such as earthquake and produce with both sides building and pull or warp, thereby avoid making vestibule 2 take place to drop, collapse the phenomenon.
The top surface middle part of steel corbel 11 is fixed with support seat 4 that supports 2 bottom surfaces of vestibule, and a plurality of balls 41 are installed in the top surface rotation of support seat 4, and ball 41 and the mutual butt of 2 bottom surfaces of vestibule. The ball 41 reduces the coefficient of friction between the support seat 4 and the gallery 2, facilitating the offset of the gallery 2 on the support seat 4. Four sides that 2 bottoms surfaces of vestibule are close to supporting seat 4 all are fixed with stopper 22, and the height that highly is less than the top of supporting seat 4 of stopper 22 bottom leaves the interval between stopper 22 and the 4 lateral walls of corresponding supporting seat. Arc length in arc hole 21 and bull stick 32 all are fixed, and vestibule 2 skew range is too big, makes arc hole 21 and bull stick 32 receive great effort of dragging easily to the production is defective, and stopper 22 blocks at four lateral walls of supporting seat 4, prescribes a limit to vestibule 2's displacement, can disperse the effort that arc hole 21 and bull stick 32 received, reduces defective production.
Referring to fig. 1, vestibule 2 extends horizontally access board 23 towards concrete wall 1's lateral wall top, and horizontal mesa 12 has been seted up at concrete wall 1 top, and access board 23's bottom surface and horizontal mesa 12 butt each other, and access board 23 keeps away from 2 one ends of vestibule and is greater than the interval between stopper 22 to the corresponding supporting seat 4 lateral walls to the interval between the lateral wall of concrete wall 1. The butt strap 23 is connected with the horizontal table-board 12 of concrete wall 1 all the time when the vestibule 2 moves, can avoid the vestibule 2 and concrete wall 1 to produce the breach in the junction when squinting, cause the potential safety hazard. Powerful spring 24 is installed to the below that the vestibule 2 lateral wall is located access board 23, and powerful spring 24 keeps away from vestibule 2's one end and concrete wall 1's lateral wall fixed connection. Powerful spring 24 can avoid vestibule 2 to take place direct collision with concrete wall 1 when squinting, and powerful spring 24 takes place deformation simultaneously and can provide cushioning effect, reduces vestibule 2's skew range.
The implementation principle of the embodiment is as follows: connecting screw 31 and lead screw 211 are fixed each other in vertical direction, can fix vestibule 2 on steel corbel 11, and supporting seat 4 supports vestibule 2 bottom surface. When the corridor 2 is subjected to irresistible acting force such as earthquake, wind load and the like, the rotating rod 32 rotates around the connecting screw rod 31 to match the deviation of the corridor 2; since the length of the rotating rod 32 is fixed, the lead screw 211 moves within the arc-shaped hole 21 to match the offset of the vestibule 2. The vestibule 2 can be shifted by 360 degrees in the horizontal direction, and the bottom surface of the vestibule 2 slides on the ball 41, so that the friction force between the vestibule 2 and the support seat 4 can be reduced. This structure makes vestibule 2 not form connection structure with the building main part of both sides, can reduce the destruction that effort such as earthquake produced vestibule 2, and vestibule 2 is difficult to take place to drag or warp with concrete wall 1's hookup location, avoids taking place vestibule 2 obscission.
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 connection structure of vestibule, includes concrete wall (1) and vestibule (2), the fixed steel corbel (11) that are provided with of lateral wall of concrete wall (1), its characterized in that: the tip of vestibule (2) passes through coupling assembling (3) and sets up in the top of steel corbel (11), coupling assembling (3) are including bull stick (32) and two connecting screw (31), arc hole (21) corresponding with connecting screw (31) are seted up in vestibule (2), wear to penetrate in arc hole (21) and have and connecting screw (31) corresponding lead screw (211), the both ends of bull stick (32) are rotated respectively and are set up in the lateral wall of connecting screw (31) and lead screw (211), the diameter of arc hole (21) equals with the diameter of bull stick (32), lead screw (211) are located one side of corresponding connecting screw (31), the both ends of arc hole (21) are towards corresponding connecting screw (31) setting.
2. The corridor connection structure according to claim 1, wherein: fixed supporting seat (4) that are provided with of steel corbel (11) top surface, supporting seat (4) top surface rotates and is provided with ball (41), ball (41) and vestibule (2) bottom surface butt each other.
3. The corridor connection structure according to claim 2, wherein: coupling assembling (3) are provided with two sets, two sets coupling assembling (3) are located the support in vestibule (2) length direction's both sides, with organizing two connecting screw (31) are located the other both sides of support.
4. The corridor connection structure according to claim 3, wherein: the position that vestibule (2) bottom surface is close to four lateral walls of supporting seat (4) all fixes and is provided with stopper (22), the bottom of stopper (22) is less than the top of supporting seat (4).
5. The corridor connection structure according to claim 4, wherein: the end part of the corridor (2) is fixedly provided with an attachment strap (23), the top of the concrete wall body (1) is provided with a horizontal table board (12), and the attachment strap (23) is connected with the horizontal table board (12) in a butting mode.
6. The corridor connection structure according to claim 5, wherein: vestibule (2) end fixing is provided with powerful spring (24), powerful spring (24) are kept away from vestibule (2) one end and are connected with concrete wall (1)'s lateral wall.
7. The corridor connection structure according to claim 6, wherein: steel corbel (11) are provided with mounting panel (111) towards concrete wall (1) one side is fixed, mounting panel (111) are fixed at concrete wall (1) lateral wall through crab-bolt (112).
8. The corridor connection structure according to claim 7, wherein: a plurality of reinforcing rib plates (113) are fixed between the bottom surface of the steel bracket (11) and the mounting plate (111).
CN201921620625.2U 2019-09-25 2019-09-25 Connecting structure of corridor Expired - Fee Related CN210917717U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921620625.2U CN210917717U (en) 2019-09-25 2019-09-25 Connecting structure of corridor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921620625.2U CN210917717U (en) 2019-09-25 2019-09-25 Connecting structure of corridor

Publications (1)

Publication Number Publication Date
CN210917717U true CN210917717U (en) 2020-07-03

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Application Number Title Priority Date Filing Date
CN201921620625.2U Expired - Fee Related CN210917717U (en) 2019-09-25 2019-09-25 Connecting structure of corridor

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CN (1) CN210917717U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668689A (en) * 2021-08-13 2021-11-19 青岛前盛业建设工程有限公司 Connecting platform structure between adjacent high-rise buildings and construction method
CN115680130A (en) * 2022-11-01 2023-02-03 深圳市同济人建筑设计有限公司 Vestibule support suitable for flat big displacement of turning round

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113668689A (en) * 2021-08-13 2021-11-19 青岛前盛业建设工程有限公司 Connecting platform structure between adjacent high-rise buildings and construction method
CN115680130A (en) * 2022-11-01 2023-02-03 深圳市同济人建筑设计有限公司 Vestibule support suitable for flat big displacement of turning round

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Granted publication date: 20200703

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