阅读说明：本技术 一种适用于高风力高震率地区的装配式构件及其连接方法 (Assembly type component suitable for high-wind-power high-earthquake-rate area and connecting method thereof ) 是由 贾潇 谢新文 李静 刘刚 占升 王聪 邢扬宗 于 2021-08-12 设计创作，主要内容包括：本发明公开了一种适用于高风力高震率地区的装配式构件及其连接方法,包括预制墙体,所述预制墙体的顶部活动安装有连接架,所述预制墙体的底部活动安装有支撑柱,所述支撑柱的顶部贯穿预制墙体并延伸至预制墙体的外部,所述支撑柱的外表面且位于预制墙体的内部固定安装有两个限位固定机构,本发明涉及建筑构件技术领域；该适用于高风力高震率地区的装配式构件及其连接方法,通过强力弹簧带动顶部与底部的滑动套分别向两侧滑动,滑动套滑动带动一号活动杆进行转动并配合二号活动杆对限位固定板进行推移,三号活动杆对限位固定板进行辅位支撑,实现预制墙体与支撑柱之间的限位固定,实现了预制墙体与支撑柱之间的连接固定。(The invention discloses an assembled component suitable for a high-wind-power high-earthquake-rate area and a connecting method thereof, wherein the assembled component comprises a prefabricated wall body, the top of the prefabricated wall body is movably provided with a connecting frame, the bottom of the prefabricated wall body is movably provided with a supporting column, the top of the supporting column penetrates through the prefabricated wall body and extends to the outside of the prefabricated wall body, and two limiting and fixing mechanisms are fixedly arranged on the outer surface of the supporting column and positioned in the prefabricated wall body; according to the assembled component suitable for the high-wind-power high-earthquake-rate area and the connecting method thereof, the sliding sleeves at the top and the bottom are driven to respectively slide towards two sides through the powerful springs, the sliding sleeves slide to drive the first movable rod to rotate and to be matched with the second movable rod to push the limiting fixed plate, the third movable rod supports the limiting fixed plate in an auxiliary position, limiting fixation between the prefabricated wall body and the support column is achieved, and connection and fixation between the prefabricated wall body and the support column are achieved.)

1. The utility model provides an assembled component suitable for high earthquake rate area of high wind-force, includes prefabricated wall body (1), its characterized in that: the top of the prefabricated wall body (1) is movably provided with a connecting frame (2), the bottom of the prefabricated wall body (1) is movably provided with a supporting column (3), the top of the supporting column (3) penetrates through the prefabricated wall body (1) and extends to the outside of the prefabricated wall body (1), two limiting fixing mechanisms (4) are fixedly arranged on the outer surface of the supporting column (3) and positioned inside the prefabricated wall body (1), each limiting fixing mechanism (4) comprises a sliding sleeve (5), two movable rods (6) are rotatably arranged on two sides of each sliding sleeve (5), two second movable rods (7) are rotatably arranged on two sides of the supporting column (3), the both sides of support column (3) just are located the party that two No. two movable rods (7) kept away from each other and all rotate and install No. three movable rod (8), and one side that two No. one movable rod (6) kept away from each other all rotates and installs limiting fixing plate (9).

2. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 1, wherein: two one side that spacing fixed plate (9) are relative all rotates with the one side that is located No. two movable rods in both sides (7) and keeps away from each other and is connected, and one side that two spacing fixed plate (9) are relative all rotates with the one side that is located No. three movable rods in both sides (8) and keeps away from each other and is connected.

3. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 1, wherein: the outer surface of the sliding sleeve (5) is in sliding connection with the inner surface of the supporting column (3), and a rotating sleeve (10) is movably mounted on the outer surface of the supporting column (3).

4. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 3, wherein: the top and the bottom of the rotating sleeve (10) are fixedly provided with strong springs (11), and one sides of the two strong springs (11) which are far away from each other are rotatably connected with one sides of the two sliding sleeves (5) which are opposite.

5. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 3, wherein: two equal fixed mounting all around of the relative one side of sliding sleeve (5) has connector link (12), rotate sleeve (10) top and bottom all around equal fixed mounting have connector link (13) No. two.

6. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 1, wherein: top draw-in groove (14) have all been seted up with the both sides of bottom at the top of link (2), side slot (15) have been seted up at the middle part on link (2) right side, side position draw-in groove (16) have all been seted up with the bottom at the top of link (2) both sides, the left middle part fixed mounting of link (2) has card post (17).

7. The assembled component suitable for the high-wind-power high-earthquake-rate areas as claimed in claim 1, wherein: middle part fixed mounting at link (2) top has latch device (18), latch device (18) are including fixed plate (19), the top of fixed plate (19) is rotated and is installed rotor plate (20), the top fixed mounting of rotor plate (20) has fixed column (21), fixed mounting has mechanical spring (22) between fixed column (21) and rotor plate (20), logical groove has been seted up at the middle part of link (2) bottom.

8. The method for connecting the assembled components suitable for the areas with high wind power and high earthquake magnitudes as claimed in any one of claims 1 to 7, which is characterized by comprising the following steps:

step one, when the prefabricated wall body is used, a supporting column (3) is installed at an installation site, then the prefabricated wall body (1) is transported to the installation site, lifted by a hoisting device and rotated for 90 degrees, and then the prefabricated wall body is aligned with the supporting column (3) for insertion, when the supporting column (3) is inserted into the prefabricated wall body (1) to a preset position, the outer surface of a rotating sleeve (10) is clamped with the inner surface of the prefabricated wall body (1), then the prefabricated wall body (1) is rotated for 90 degrees, the prefabricated wall body (1) drives the rotating sleeve (10) to rotate, the rotating sleeve (10) drives a second connecting buckle (13) to rotate and separate from a first connecting buckle (12), a strong spring (11) is relieved from stress and drives sliding sleeves (5) at the top and the bottom to respectively slide towards two sides, the sliding sleeves (5) slide to drive a first movable rod (6) to rotate and cooperate with a second movable rod (7) to push a limiting fixing plate (9), no. three movable rod (8) assist position support to spacing fixed plate (9), and spacing fixed plate (9) are passed and inlay card in prefabricated wall body (1) inside recess department, realize spacing fixedly between prefabricated wall body (1) and support column (3).

And step two, the user butt joints the prefabricated wall body (1) with the top clamping groove (14) at the bottom of the connecting frame (2) and fixedly installs the prefabricated wall body by using the bolt, meanwhile, the side clamping grooves (16) on the side faces of the connecting frame (2) are butt jointed with the side faces of the prefabricated wall body (1), installation between the prefabricated wall body (1) and the connecting frame (2) is completed, and the installer carries out subsequent prefabricated wall body (1) installation according to the steps.

And step three, finally, a user is butted with a side groove (15) of the other side connecting frame (2) through a clamping column (17) of one side connecting frame (2) and fixed through a bolt, then, the butting is carried out with a through groove at the bottom of the top connecting frame (2) through a clamping device (18) at the top of the bottom connecting frame (2) and fixed through a bolt, when the bottom connecting frame (2) and the top connecting frame (2) are pressed, a mechanical spring (22) is matched with a fixed plate (19) and a rotating plate (20) to carry out damping and pressure relief, and meanwhile, the bottom connecting frame (2) and the top connecting frame (2) are always kept connected through a fixed column (21) and a through groove.

Technical Field

The invention relates to the technical field of building components, in particular to an assembled component suitable for high-wind-power high-earthquake-rate areas and a connecting method thereof.

Background

The prefabricated building is a building which is formed by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the building components and accessories to a building construction site, and assembling and installing the building components and the accessories on the site in a reliable connection mode.

After prefabricated wall body and support column peg graft in the assembled component of current, leave the gap between prefabricated wall body and the support column is easy, lead to the prefabricated wall body after the grafting fixed insecure, the prefabricated wall body butt joint back of top and bottom still causes the wearing and tearing aggravation to two prefabricated wall body butt joints easily, and in order to guarantee the connection fixity between prefabricated wall body and the support column, carry out the drilling binding to prefabricated wall body surface, still influence the problem of the intensity and the rigidity of prefabricated wall body easily.

Disclosure of Invention

Technical problem to be solved

Aiming at the defects of the prior art, the invention provides an assembly type component suitable for areas with high wind power and high earthquake rate and a connection method thereof, and solves the problem that after a prefabricated wall body and a support column are spliced in the existing assembly type component, a gap is easily left between the prefabricated wall body and the support column, so that the spliced prefabricated wall body is not fixed stably.

(II) technical scheme

In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides an assembled component suitable for high earthquake rate area of high wind-force, includes prefabricated wall body, the top movable mounting of prefabricated wall body has the link, the bottom movable mounting of prefabricated wall body has the support column, the top of support column is run through prefabricated wall body and is extended to the outside of prefabricated wall body, the surface of support column and the inside fixed mounting that is located prefabricated wall body have two spacing fixed establishment, and two spacing fixed establishment all include the sliding sleeve, and the both sides of two sliding sleeves are all rotated and are installed a movable rod, the both sides of support column are all rotated and are installed two movable rods No. two, the both sides of support column and the party that is located two movable rods and keeps away from each other all rotate and install No. three movable rods, and one side that two movable rods kept away from each other all rotates and installs spacing fixed plate.

Preferably, two the relative one side of spacing fixed plate all with be located the two numbers movable rod in both sides and keep away from one side rotation connection each other, two relative one side of spacing fixed plate all with be located the three numbers movable rod in both sides and keep away from one side rotation connection each other.

Preferably, the outer surface of the sliding sleeve is in sliding connection with the inner surface of the supporting column, and the outer surface of the supporting column is movably provided with a rotating sleeve.

Preferably, the top and the bottom of the rotating sleeve are fixedly provided with strong springs, and one sides of the two strong springs, which are far away from each other, are rotatably connected with one sides of the two sliding sleeves, which are opposite to each other.

Preferably, two equal fixed mounting all around of the relative one side of sliding sleeve has a connector link, rotate sleeve top and bottom all around equal fixed mounting have No. two connector links.

Preferably, top draw-in grooves have all been seted up with the both sides of bottom at the top of link, the side channel has been seted up at the middle part on link right side, side position draw-in groove has all been seted up with the bottom at the top of link both sides, the left middle part fixed mounting of link has the card post.

Preferably, the middle part fixed mounting at link top has latch device, latch device includes the fixed plate, the top of fixed plate is rotated and is installed the rotor plate, the top fixed mounting of rotor plate has the fixed column, fixed mounting has mechanical spring between fixed column and the rotor plate, logical groove has been seted up at the middle part of link bottom.

The invention also discloses a connecting method of the assembled components suitable for the high-wind-power high-earthquake-rate area, which specifically comprises the following steps:

step one, when in use, the supporting columns are installed at the installation site, then the prefabricated wall body is transported to the installation site and hoisted by the hoisting device and rotates for 90 degrees to be aligned with the supporting columns for splicing, when the support column is inserted into the interior of the prefabricated wall body to a preset position, the outer surface of the rotary sleeve is clamped with the inner surface of the prefabricated wall body, then rotate prefabricated wall body and reset 90, prefabricated wall body drives and rotates the sleeve and rotate, it drives No. two connector links to rotate the sleeve rotation, rotate and separate with a connector link, powerful spring removes the atress and drives the slip cap of top and bottom and slides to both sides respectively, the slip cap slides and drives a movable rod and rotates and cooperate No. two movable rods to pass spacing fixed plate, No. three movable rods carry out assistance position support to spacing fixed plate, spacing fixed plate passes and the inside recess department of inlay card prefabricated wall body, realize spacing fixed between prefabricated wall body and the support column.

And step two, the user butt joints the prefabricated wall body with the top clamping groove at the bottom of the connecting frame and fixedly installs the prefabricated wall body by using the bolt, meanwhile, the side clamping grooves on the side faces of the connecting frame are butt jointed with the side faces of the prefabricated wall body, installation between the prefabricated wall body and the connecting frame is completed, and the installer carries out subsequent prefabricated wall body installation according to the steps.

And step three, finally, a user butt joints the clamping column of the connecting frame at one side and the side groove of the connecting frame at the other side and fixes the clamping column through a bolt, then the clamping device at the top of the bottom connecting frame is butt jointed with the through groove at the bottom of the top connecting frame and fixes the clamping column through the bolt, when the bottom connecting frame and the top connecting frame are pressed, the mechanical spring is matched with the fixed plate and the rotating plate to absorb and release the pressure, and meanwhile, the bottom connecting frame and the top connecting frame are always kept connected through the fixed column and the through groove.

(III) advantageous effects

The invention provides an assembled component suitable for a high-wind-power high-earthquake-rate area and a connecting method thereof. Compared with the prior art, the method has the following beneficial effects:

(1) the prefabricated wall body rotates by 90 degrees and then is spliced with the support columns, the prefabricated wall body is rotated to reset by 90 degrees, the prefabricated wall body drives the rotating sleeve to rotate with the second connecting buckle and is separated from the first connecting buckle, the strong spring relieves stress and drives the sliding sleeves at the top and the bottom to respectively slide towards two sides, the sliding sleeves slide to drive the first movable rod to rotate and push the limiting fixed plate in cooperation with the second movable rod, the third movable rod performs auxiliary position support on the limiting fixed plate, the limiting fixed plate is pushed and embedded into the groove in the prefabricated wall body in a clamping manner, the limiting fixation between the prefabricated wall body and the support columns is realized, the connection and fixation between the prefabricated wall body and the support columns are realized, and gaps are prevented from being left between the prefabricated wall body and the support columns easily after the prefabricated wall body is spliced with the support columns, the prefabricated wall body after leading to pegging graft is fixed insecure, after the prefabricated wall body butt joint of top and bottom, still cause the problem of wearing and tearing aggravation to two prefabricated wall body butt joints easily, the result of use and the practicality of equipment have been improved, it is fixed to have realized utilizing simultaneously to install between the mechanical mechanism of inside arrangement and the support column, avoided in order to guarantee the connection fixity between prefabricated wall body and the support column, the binding of drilling to prefabricated wall body surface, influence the problem of the intensity and the rigidity of prefabricated wall body, the installation effectiveness of assembled component has been improved, the time limit for a project has been practiced thrift.

(2) According to the assembly type component suitable for the high-wind-power high-earthquake-rate area and the connection method thereof, the prefabricated wall body is in butt joint with the top clamping groove at the bottom of the connecting frame, and is fixedly installed through the bolts, meanwhile, the side clamping grooves at the side faces of the connecting frame are in butt joint with the side faces of the prefabricated wall body, installation between the prefabricated wall body and the connecting frame is completed, and then installation personnel perform subsequent prefabricated wall body installation according to the steps, so that abrasion between the installed prefabricated wall bodies is reduced, meanwhile, the material for building the component is saved, the installation cost of the assembly type component is saved, and the fault tolerance rate of prefabricated wall body processing is improved.

(3) The assembled component suitable for the high-wind-power high-earthquake-rate area and the connecting method thereof are characterized in that a clamping column of a connecting frame on one side is in butt joint with a side groove of a connecting frame on the other side and is fixed through a bolt, then a clamping device on the top of a bottom connecting frame is in butt joint with a through groove in the bottom of a top connecting frame and is fixed through a bolt, when the bottom connecting frame and the top connecting frame are stressed, a mechanical spring is matched with a fixed plate and a rotating plate to absorb and release shock and release pressure, meanwhile, the bottom connecting frame and the top connecting frame are always kept connected through a fixing column matched with the through groove, effective fixed connection between the connecting frames is realized, the shock absorption and wind resistance of the assembled component are improved, the ductility of the assembled component is improved, and the stability of the assembled component is guaranteed.

Drawings

FIG. 1 is a perspective view of the external structure of the present invention;

FIG. 2 is a front view of a longitudinal section of a partial structure of the prefabricated wall and the connecting frame according to the present invention;

FIG. 3 is a front view of the structure of the rotating sleeve, the strong spring, the first connecting buckle and the second connecting buckle of the present invention;

FIG. 4 is an enlarged view of B of FIG. 2 according to the present invention;

FIG. 5 is an enlarged view of A of FIG. 1 according to the present invention.

In the figure 1, a wall body is prefabricated; 2. a connecting frame; 3. a support pillar; 4. a limiting and fixing mechanism; 5. a sliding sleeve; 6. a first movable rod; 7. a second movable rod; 8. a third movable rod; 9. a limiting fixing plate; 10. rotating the sleeve; 11. a strong spring; 12. a first connecting buckle; 13. a second connecting buckle; 14. a top clamping groove; 15. a side groove; 16. a side position clamping groove; 17. clamping the column; 18. a clamping device; 19. a fixing plate; 20. a rotating plate; 21. fixing a column; 22. a mechanical spring.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1-5, an embodiment of the present invention provides a technical solution: an assembled component suitable for a high-wind-power high-earthquake-rate area comprises a prefabricated wall body 1, a connecting frame 2 is movably mounted at the top of the prefabricated wall body 1, a support column 3 is movably mounted at the bottom of the prefabricated wall body 1, the top of the support column 3 penetrates through the prefabricated wall body 1 and extends to the outside of the prefabricated wall body 1, two limiting fixing mechanisms 4 are fixedly mounted on the outer surface of the support column 3 and located inside the prefabricated wall body 1, the two limiting fixing mechanisms 4 respectively comprise sliding sleeves 5, a first movable rod 6 is rotatably mounted on two sides of the two sliding sleeves 5, two second movable rods 7 are rotatably mounted on two sides of the support column 3, a third movable rod 8 is rotatably mounted on one side, away from each other, of the two first movable rods 6 is rotatably mounted on one side, away from each other, a limiting fixing plate 9 is rotatably mounted on one side, opposite to the two limiting fixing plates 9, and one side, away from each other, of the two movable rods 7, the opposite sides of the two limiting fixing plates 9 are rotatably connected with the mutually far sides of the three movable rods 8 positioned on the two sides, the outer surface of the sliding sleeve 5 is slidably connected with the inner surface of the supporting column 3, the outer surface of the supporting column 3 is movably provided with a rotating sleeve 10, the two limiting fixing mechanisms 4 are distributed in a symmetrical axis mode by taking the rotating sleeve 10 as a collimation line, the rotating sleeve 10 is clamped with the inner surface of the spliced prefabricated wall body 1, the top and the bottom of the rotating sleeve 10 are fixedly provided with strong springs 11, the mutually far sides of the two strong springs 11 are rotatably connected with the opposite sides of the two sliding sleeves 5, the periphery of the opposite side of the two sliding sleeves 5 is fixedly provided with a first connecting buckle 12, the periphery of the top and the periphery of the bottom of the rotating sleeve 10 are fixedly provided with a second connecting buckle 13, and the first connecting buckle 12 and the second connecting buckle 13 are not spliced and rotated in the prefabricated wall body 1, be relative joint state, top draw-in groove 14 has all been seted up with the both sides of bottom at the top of link 2, side slot 15 has been seted up at the middle part on 2 right sides of link, side draw-in groove 16 has all been seted up with the bottom at the top of 2 both sides of link, 2 left middle part fixed mounting of link has card post 17, the middle part fixed mounting at 2 tops of link has latch fitting 18, latch fitting 18 includes fixed plate 19, fixed plate 19's top is rotated and is installed rotor plate 20, rotor plate 20's top fixed mounting has fixed column 21, fixed mounting has mechanical spring 22 between fixed column 21 and the rotor plate 20, logical groove has been seted up at the middle part of 2 bottoms of link.

The invention also discloses a connecting method of the assembled components suitable for the high-wind-power high-earthquake-rate area, which specifically comprises the following steps:

step one, when in use, the supporting column 3 is installed at an installation site, then the prefabricated wall body 1 is transported to the installation site and is hoisted by a hoisting device and rotates for 90 degrees to be inserted into the prefabricated wall body 1, after the supporting column 3 is inserted into the prefabricated wall body 1 to a preset position, the outer surface of the rotating sleeve 10 is clamped with the inner surface of the prefabricated wall body 1, then the prefabricated wall body 1 is rotated for 90 degrees, the prefabricated wall body 1 drives the rotating sleeve 10 to rotate, the rotating sleeve 10 rotates to drive the second connecting buckle 13 and rotates to be separated from the first connecting buckle 12, the strong spring 11 relieves stress and drives the sliding sleeves 5 at the top and the bottom to respectively slide towards two sides, the sliding sleeve 5 slides to drive the first movable rod 6 to rotate and is matched with the second movable rod 7 to push the limiting fixed plate 9, the third movable rod 8 supports the limiting fixed plate 9, the limiting fixed plate 9 is pushed and clamped and embedded into a groove in the prefabricated wall body 1, the spacing between the prefabricated wall body 1 and the support column 3 is realized.

And step two, the user butt joints the prefabricated wall body 1 with the top clamping groove 14 at the bottom of the connecting frame 2 and fixedly installs the prefabricated wall body by using the bolt, meanwhile, the side clamping grooves 16 on the side faces of the connecting frame 2 are butt jointed with the side faces of the prefabricated wall body 1, installation between the prefabricated wall body 1 and the connecting frame 2 is completed, and the installer installs the subsequent prefabricated wall body 1 according to the steps.

And step three, finally, a user is butted with the side groove 15 of the other side connecting frame 2 through the clamping column 17 of one side connecting frame 2 and fixed through a bolt, then, the clamping device 18 at the top of the bottom connecting frame 2 is butted with the through groove at the bottom of the top connecting frame 2 and fixed through a bolt, when the bottom connecting frame 2 and the top connecting frame 2 are pressed, the mechanical spring 22 is matched with the fixed plate 19 and the rotating plate 20 to absorb shock and release pressure, and meanwhile, the bottom connecting frame 2 and the top connecting frame 2 are always connected through the fixed column 21 and the through groove.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.