Scheme for combined construction of newly-built high-rise building or built high-rise building and stereo garage and structural connection mode of scheme

Abstract

A scheme for combined construction of a newly-built high-rise building or a built high-rise building and a stereo garage and a structural connection mode of the scheme are characterized in that the stereo garage (2) is built at any at least one side position of any type of high-rise building (1) in a vertical upright structural state and is built in a mode of being tightly attached to a side wall surface; the three-dimensional garage is built in the mode that parking spaces on the two sides of a middle elevator form a group, and operation of the three-dimensional garage is effectively controlled by people outside the bottom layer of the three-dimensional garage (1). Or when the three-dimensional garage (2) and the built high-rise building (1) are built in a wall-attached mode in the vertical upright structure state, it must be considered that a horizontal traction structure of the three-dimensional garage (2) must penetrate through the wall of the high-rise building (1), and structural parts corresponding to the external three-dimensional garage (2) are pulled and locked from the inner side of the wall; the composition mode and the control method of the three-dimensional garage (2) built in a combined mode at the moment can be completely the same as those of the previous three-dimensional garage (2).

Description

Technical Field

[0001] The present invention relates to construction and stereoscopic parking garage technology, and in particular to a scheme for combining a newly built high-rise building or an existing high-rise building with a stereoscopic parking garage and a structural connection method technology. Obviously, the places suitable for implementing the present invention are high-rise buildings in residential areas or ordinary high-rise office buildings and ordinary high-rise hotels near various streets. Background Art

[0002] Judging from the current residential communities, most of them are buildings or high-rise buildings, and parking difficulties are a common problem. Even in newly built large communities with mainly high-rise buildings, the parking spaces in the underground parking garages are extremely limited, and the existing parking difficulties cannot be ignored. It is inevitable that the communities will often have an "embarrassing situation" of people and vehicles mixed together.

[0003] At present, there are many high-rise buildings that meet various needs, such as office buildings, along various streets. Although they are equipped with extremely limited underground parking spaces and ground parking spaces, etc., based on the current facts, despite various efforts made by people, parking is still a very big problem that is difficult for people to solve, and it often causes "embarrassing situations."

[0004] After the world's first smog tower for purifying urban air was recently built in Xi'an, China, the combined design technology of the stereo garage built around it, "CN108661414A", will contribute to the completion of the present invention, which is considered to be a "transfer invention or use invention". Of course, the requirements for the structural connection scheme and other requirements when the vertical high-rise, non-circular stereo garage is attached to the side of a high-rise building for combined construction are different, especially when the combined construction is implemented on the side of a high-rise building that has been built, but they are all related problems that can be solved, although there will be certain difficulties.

[0005] Obviously, up to now, the problem of difficulty in parking in cities has become a big problem that people have been difficult to solve, and it has been causing people a very "embarrassing situation". Summary of the invention

[0006] The purpose of the present invention is to solve the above-mentioned very embarrassing situation.

[0007] The key point of the present invention is to propose a scheme related to high-rise building construction, involving a scheme of being built together with the wall of the high-rise building and a structural connection scheme between the high-rise building and a three-dimensional parking garage.

[0008] The present invention is characterized in that:

[0009] The adoption of the scheme of combining the high-rise building with the stereoscopic parking garage and the structural connection scheme between the two creates favorable conditions for building a vertical single-row stereoscopic parking garage on the side of the high-rise building. The land area occupied by the high-rise building on the side is very inconspicuous and very small, generally a few tenths of the area of ​​the high-rise building, or even less than one percent. This move can first solve the parking problem in common residential areas, and secondly, it can also solve the problem of the huge increase in parking spaces for high-rise buildings for other purposes if conditions permit. BRIEF DESCRIPTION OF THE DRAWINGS

[0010] Figure 1 It shows the front view of the plan of combining a high-rise building with a rectangular cross-section and a multi-story parking garage.

[0011] Figure 2 yes Figure 1 Top view of the .

[0012] 1: High-rise building; 2: The planned multi-storey car park (including: two groups of parallel car garages on the left side of the figure and one group of large car garages on the right side of the figure); 3: The road leading to the ground floor entrance of the multi-storey car park; M: The preset area of ​​embedded parts (this area is the area where the height of the multi-storey car park is to be increased in the future when the new high-rise building is built). DETAILED DESCRIPTION

[0013] In order to achieve the purpose of the above invention, the following technical solutions are proposed:

[0014] 1. Mode of construction when the new high-rise building 1 and the stereo garage 2 are combined:

[0015] There are: a high-rise building 1 and a stereo garage 2, which are characterized by:

[0016] The three-dimensional car park 2 is constructed in a vertically erected structural state at at least one side position of any type of high-rise building 1 and is constructed in a form close to the side wall.

[0017] ——The three-dimensional garage 2 is constructed in a vertical arrangement mode in which parking spaces on both sides of a middle elevator are grouped together, and the operation of the three-dimensional garage 2 is effectively controlled by people outside the bottom floor of the three-dimensional garage 1.

[0018] Obviously, the road should be built to the entrance of the bottom floor of the three-dimensional parking garage 2. Even if the three-dimensional parking garage 2 is not built adjacent to the wall of the high-rise building 1 for the time being, when planning the model involving the high-rise building 1, it is also possible to consider building the road 3 to a possible position where the three-dimensional parking garage 2 can be opened to the entrance of the bottom floor of the three-dimensional parking garage 2 once it is built in the future. This expected road preset will make the overall planning and design involving the high-rise building 1 more complete.

[0019] The structural connection method when a new high-rise building 1 is to be constructed in combination with a three-dimensional garage 2 or a part of it in the future:

[0020] At present, the methods adopted when implementing the combined construction of the two both belong to conventional existing technologies; however: For the side wall part of the high-rise building 1 where the three-dimensional garage 2 is not currently set up, but it is expected that a three-dimensional garage 2 or a part of it (with a partial increase on the basis of the previously built one) will be built in the future, it should not be redundant to pre-set connection embedded parts that can be used in the future to build the three-dimensional garage 2 against the wall and do not affect the appearance of the building wall structure (covered by wall plastering), and all the load-bearing embedded parts are made of metal.

[0021] - The above-mentioned embedded parts at least include nut-bolt type components that can be used in combination with and tightened and pulled to be externally set against the wall at a certain key part of the three-dimensional garage 2 or / and metal flat parts that can be directly welded on.

[0022] - After the nut-bolt type components are tightened, they are locally covered by spot welding or epoxy glue, and in this way, in the air, it replaces the complex means of the entire traditional riveting process that is permanently high-strength and earthquake-resistant and can only be completed on the ground by riveting with a red-hot rivet.

[0023] Obviously, the above-mentioned embedded parts are mainly buried considering that the current demand for parking spaces is not much, that is, when the proportion of vehicles in the total building area of the high-rise building 1 is very small, the quantity and scale of the three-dimensional garage 1 built in combination are determined (in order to reduce the investment cost). If the number of vehicles gradually or rapidly increases and the demand for parking spaces is insufficient, then it is possible to timely consider and make up for the shortage of the increased demand for parking spaces at that time in places where the combined construction of the three-dimensional garage 2 was not considered before, or when the level of the three-dimensional garage 2 needs to be increased (to increase the number of parking spaces) after the combined construction of the three-dimensional garage 2 has been completed here. - The setting of this embedded part generally will not cause any loss to the construction cost. If some deliberately eye-catching but beautiful patterns and other marks are set on the outside of the plastering surface at the position where the embedded part is set, it will be more beneficial to increase the partial beauty of the side wall of the high-rise building 1.

[0024] II. The structural connection mode when an already built high-rise building 2 is to be built in combination with a three-dimensional garage 2

[0025] There are: An already built high-rise building 1 and a three-dimensional garage 2, characterized in that:

[0026] The three-dimensional garage 2 is built against the wall in a vertically upright structural form on the side of the already built high-rise building 1, and the reliability of the combination of the two after the construction against the wall must be taken into account.

[0027] —— The described three-dimensional garage 2 is constructed in a vertical arrangement mode with a middle elevator and parking spaces on both sides as a group. Moreover, the operation of the three-dimensional garage 2 is effectively controlled by a person outside the bottom layer of the three-dimensional garage 1.

[0028] —— The reliability mentioned refers to the reliability requirements of the horizontal connection and tension structure: that is, the components of the horizontal connection and tension structure must pass through the wall of the already constructed high-rise building 1, and one end of it is positioned or barbed inside the wall of the high-rise building 1. Then, by rotating the nut, the nut-bolt type fastener in the three-dimensional garage 2 set outside the wall is tightened to lock the key structural components at the corresponding position in the three-dimensional garage 2 outside the wall.

[0029] —— After the nut-bolt type component is tightened, it is preferably covered locally by spot welding or epoxy glue to replace the entire complex means of the conventional permanent high-strength and earthquake-resistant riveting process that can only be completed on the ground by red-hot forging of rivets at high altitude.

[0030] —— The position passing through the wall is beside (here it means: close to) or near (here it means: although not close but not far away) the key stressed steel bars within the thickness of the building wall. Moreover, the specific position of the key stressed steel bars can be obtained according to the data marked in the building structure design drawing and / or through on-site detection by a metal detector.

[0031] III. Related explanatory notes:

[0032] Generally, the parking spaces for small cars (sedans) in the three-dimensional garage 2 are the most. See the schematic diagram of the left three-dimensional garage 2 in the attached drawing. Usually, a parking space can be 2 meters wide, 6 meters long, and 2 meters high. The total width of two parking spaces on both sides of an elevator is about 7 meters. And the width of two rows of three-dimensional garages 2 side by side is about at most 15 meters. If a vertically arranged parking space can park 20 cars and the total height is 40 meters, each elevator can manage 40 small cars on both sides of it. If there are two groups of elevators on one side wall that can manage 80 parking spaces, and if both the left and right single side walls are utilized, the total number of parking spaces that can be managed reaches 160. —— If the number of parking spaces is doubled in the future at the original place, that is, 320 parking spaces, then the total height only needs to be increased to 80 meters. Generally, the total height of a high-rise building 1 with more than 30 floors is also higher than 80 meters.

[0033] Of course, the three-dimensional garage 2 can also serve large cars. See the schematic diagram of the right three-dimensional garage 2 in the attached drawing. The size of the vehicles is larger, the number of required parking spaces is less, and the number of its levels is also less.

[0034] Obviously, for a newly built residential community with several newly built high-rise buildings 1, it is feasible to consider installing a part of the multi-story garage 2 on some of the high-rise buildings 1 first, and using half of the total height of the high-rise building 1 to install the multi-story garage 2. Anyway, the above-mentioned "embedded parts" that do not affect the appearance of the building have been installed at all the positions in the newly built high-rise buildings 1 in the community where it is expected to build a multi-story garage 2 in the future. As long as it is needed in the future, the project of the multi-story garage 2 can be launched at any time, or the levels of the multi-story garage 2 that have been built can be increased, that is, the number of parking spaces can be increased.

[0035] —— When designing the mode of the present invention, the key factor of the earthquake resistance ability when all the parking spaces in the multi-story garage 2 beside the high-rise building 1 are full of vehicles should be considered for its influence on the multi-story garage 2 and the like; especially for the already built high-rise building 1, its existing earthquake resistance ability must be pre-examined in advance. Once it is built together with the multi-story garage 2, the total earthquake resistance ability of the two must meet the standard when the latter's parking spaces are full, and based on this, it is determined: what is the most appropriate scale of the newly built combined multi-story garage 2, that is, what is the total number of parking spaces or the height of the multi-story garage 2.

[0036] In short, the high-rise building 1 involved in the present invention or the community formed by the combination of the already built high-rise building 1 and the multi-story garage 2 must meet the local earthquake resistance standard requirements. However, when the total height of the multi-story garage 2 is close to or below 30 meters, it will play a good role in assisting and strengthening the bottom foundation part of the jointly built high-rise building 1, which is beneficial to earthquake resistance. —— It should be considered that a pure steel structure that is too high

[0037] The anti-flexural deformation force (anti-earthquake force) of a single-row multi-story garage 2 when it is full of vehicles is relatively weak, which is a problem that should be paid attention to in the overall engineering structure design. If the anti-flexural deformation force (anti-earthquake force) of a single-row multi-story garage 2 with a too high reinforced concrete structure when it is full of vehicles should be relatively strong.

Claims

1. A solution for the combined construction of a newly built high-rise building and a three-dimensional garage, including: a high-rise building (1) and a three-dimensional garage (2), Characterized in that: The three-dimensional garage (2) is built in a vertically upright structural state at any at least one side position of any type of high-rise building (1), and is built in a form close to the side wall.

2. A solution for the combined construction of a newly built high-rise building and a three-dimensional garage according to claim 1, Characterized in that: The three-dimensional garage (2) is built using a vertical arrangement scheme with an elevator in the middle and parking spaces on both sides as a group. And the operation of the three-dimensional garage (2) is effectively controlled by a person outside the bottom layer of the three-dimensional garage (1).

3. A structural connection method for building a three-dimensional garage (2) against the wall on the side of a newly built high-rise building 1 in the future, Characterized in that: At the side wall part of the high-rise building (1) where the three-dimensional garage (2) is not currently set, but is expected to be built in the future, pre-set connection embedded parts that can be used in the future to build the three-dimensional garage (2) against the wall and do not affect the appearance of the building wall in terms of structure.

4. A structural connection method for the combined construction of a newly built high-rise building and a three-dimensional garage according to claim 3, Characterized in that: The embedded parts at least include nut-bolt type components that can be used to match and tighten by screwing and pulling at a certain key part of the three-dimensional garage (2) set against the wall outside, or / and metal flat parts that can be directly welded on.

5. A solution for the combined construction of an already built high-rise building and a three-dimensional garage, including: an already built high-rise building (1) and a three-dimensional garage (2), Characterized in that: The three-dimensional garage (2) is built against the wall in a vertically upright structural form on the side of the already built high-rise building (1), and the reliability of the combination of the two after building against the wall must be taken into account.

6. A solution for the combined construction of an already built high-rise building and a three-dimensional garage according to claim 5, Characterized in that: The three-dimensional garage (2) is built using a vertical arrangement scheme with an elevator in the middle and parking spaces on both sides as a group. And the operation of the three-dimensional garage (2) is effectively controlled by a person outside the bottom layer of the three-dimensional garage (1).

7. A solution for the combined construction of an already built high-rise building and a three-dimensional garage according to claim 5, Characterized in that: The reliability involves the reliability requirements of the horizontal connection and pulling structure: that is, the horizontal connection and pulling structure components must pass through the wall of the already built high-rise building (1), and one end of it is positioned or barbed inside the wall of the high-rise building (1), and then the nut-bolt type fasteners in the three-dimensional garage (2) set outside the wall are tightened by rotating the nut to lock the key structural components at the corresponding position in the three-dimensional garage (2) outside the wall.

8. A solution for the combined construction of an already built high-rise building and a three-dimensional garage according to claim 7, Characterized in that: The position passing through the wall is beside or near the key stressed steel bars within the thickness of the building wall close to it. Moreover, the specific position of the key stressed steel bars can be obtained according to the data marked in the building structure design drawing and / or through on-site detection with a metal detector.

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