CN209976046U - Building structure of high-rise building arch type conversion layer - Google Patents

Building structure of high-rise building arch type conversion layer Download PDF

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Publication number
CN209976046U
CN209976046U CN201920692168.1U CN201920692168U CN209976046U CN 209976046 U CN209976046 U CN 209976046U CN 201920692168 U CN201920692168 U CN 201920692168U CN 209976046 U CN209976046 U CN 209976046U
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China
Prior art keywords
riser
support
rod
building structure
groove
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Expired - Fee Related
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CN201920692168.1U
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Chinese (zh)
Inventor
王灏
李洪光
解洋
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Qingdao Jiaheng Construction Group Co Ltd
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Qingdao Jiaheng Construction Group Co Ltd
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Priority to CN201920692168.1U priority Critical patent/CN209976046U/en
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Abstract

The utility model discloses a building structure of high-rise building arch formula conversion layer, including first riser and second riser, the equal rigid coupling in inner of first riser and second riser has the draw-in groove, two the top clearance fit of draw-in groove has the diaphragm, and the inner of two leptoprosopies is passed through the rotation of second round pin axle and is linked to each other, the top of diaphragm is equipped with supporting mechanism, supporting mechanism's inside is equipped with adjustment mechanism, the top of leptoprosopy is equipped with the subassembly that opens and shuts. This building structure of high-rise building arch conversion layer, through the subassembly that opens and shuts, adjustment mechanism and supporting mechanism's cooperation, make the device's bearing capacity stronger, and can reduce the device at the shear force that the during operation received, and then increase its rigidity, reduce cost expenditure and dead weight, make things convenient for people to use, the cooperation of the whole mechanism of rethread, make the device can realize quick installation and dismantlement, and then reduce its occupation space when transporting, reduce the transport time, and then avoid because of the trouble of too big inconvenient transportation.

Description

Building structure of high-rise building arch type conversion layer
Technical Field
The utility model relates to a building structure technical field of high-rise building arch type conversion layer specifically is a building structure of high-rise building arch type conversion layer.
Background
The upper portion and the lower part of a certain floor of a building are different because of plane service functions, different structure types are adopted for the upper portion and the lower part of the floor, and structure conversion is carried out through the floor, the floor is called a structure conversion layer, most of the existing high-rise buildings are in low-rise commercial use, the multifunctional requirement of upper accommodation is met, between a large space required by the low-rise commercial use and a small space of a plurality of walls and columns required by the upper accommodation, conversion treatment is often required to be carried out in a certain structural form, the building structure of the arch type conversion layer of the high-rise buildings in the prior art is not enough, the problems of low bearing capacity, high shearing force, small rigidity and the like are easily caused when the building is used, and in transportation, inconvenience is often caused due to overlarge structure, further transportation time is increased, and inconvenience is brought to.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a building structure of high-rise building hunch formula conversion layer to there is a great deal of not enough in the building structure of the high-rise building hunch formula conversion layer among the prior art who proposes in solving above-mentioned background art, appear bearing capacity low easily when using, the shear force is big, the little scheduling problem of rigidity, and when the transportation, often leads to the transportation inconvenient because of too big, and then increases the transit time, for people use the problem of bringing inconvenience.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building structure of high-rise building arch formula conversion layer, includes first riser and second riser, the equal rigid coupling in inner of first riser and second riser has the draw-in groove, two the clearance fit in top of draw-in groove has the diaphragm, the equal rigid coupling in inner of first riser and second riser has first support, the inner of first support all rotates through first round pin axle and is connected with the leptoprosopy, and the inner of two leptoprosopies rotates through second round pin axle and links to each other, the top of diaphragm is equipped with supporting mechanism, supporting mechanism's inside is equipped with adjustment mechanism, the top of leptoprosopy is equipped with the subassembly that opens and shuts.
Preferably, the supporting mechanism includes montant, stabilizer blade, through-hole and screw, the equal rigid coupling in upper and lower both ends of montant has the stabilizer blade, the outer end of stabilizer blade supports tightly with the top of diaphragm and the bottom of leptoprosopy respectively, the inside processing of stabilizer blade has the through-hole, the inner wall clearance fit of through-hole has the screw, the outer wall outer end of screw links to each other with the top of diaphragm and the bottom screw thread of leptoprosopy respectively.
Preferably, adjustment mechanism includes stud, bearing, down tube, bolt, second support, slider and spout, stud's the outer wall left and right sides all rotates with the montant through the bearing to be connected, stud's the equal threaded connection in outer wall left and right sides has the down tube, the upper and lower both ends of down tube all have the second support through the bolt rigid coupling, the outer end rigid coupling of second support has the slider, the outer wall of slider is respectively through the bottom slip joint of the top of spout and diaphragm and leptoprosop.
Preferably, two of the oblique rods are symmetrically distributed about the double-ended stud axis.
Preferably, the slide groove and the slider constitute a slide mechanism.
Preferably, the subassembly that opens and shuts includes the iron stand, erects groove, first branch, second branch, first round bar, second round bar and quarter butt, the outer end of iron stand is in the same place with the inner rigid coupling of first riser and second riser respectively, the processing of the front below of iron stand has perpendicular groove, two be equipped with a plurality of first branches between the iron stand, first branch rotates through first round bar and is connected with second branch, the upper and lower both ends of first branch and second branch all rotate through the second round bar and link to each other, the equal rigid coupling in top of the second round bar that is located the top has the quarter butt, is located the outer end top the second round bar rotates respectively with the front top of iron stand and links to each other, is located the outer end below the second round bar slides the joint with the iron stand respectively through erecting the groove.
Compared with the prior art, the beneficial effects of the utility model are that: this building structure of high-rise building arch conversion layer, through the subassembly that opens and shuts, adjustment mechanism and supporting mechanism's cooperation, make the device's bearing capacity stronger, and can reduce the device at the shear force that the during operation received, and then increase its rigidity, reduce cost expenditure and dead weight, make things convenient for people to use, the cooperation of the whole mechanism of rethread, make the device can realize quick installation and dismantlement, and then reduce its occupation space when transporting, reduce the transport time, and then avoid because of the trouble of too big inconvenient transportation.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view showing the connection relationship between the vertical bar, the supporting legs and the horizontal plate in FIG. 1;
FIG. 3 is a schematic view showing the connection relationship between the sliding groove, the sliding block and the transverse plate in FIG. 1;
fig. 4 is a schematic view of a connection relationship between the iron frame, the first bracket and the first pin in fig. 1.
In the figure: 1. first riser, 2, second riser, 3, draw-in groove, 4, diaphragm, 5, first support, 6, first round pin axle, 7, supporting mechanism, 701, montant, 702, stabilizer blade, 703, through-hole, 704, screw, 8, adjustment mechanism, 801, stud, 802, bearing, 803, down tube, 804, bolt, 805, second support, 806, slider, 807, spout, 9, the subassembly that opens and shuts, 901, iron stand, 902, vertical slot, 903, first branch, 904, second branch, 905, first round bar, 906, second round bar, 907, quarter butt, 10, the strap, 11, second round pin axle.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a building structure of an arch type conversion layer of a high-rise building comprises a first vertical plate 1 and a second vertical plate 2, the first vertical plate 1 and the second vertical plate 2 are identical in size and thickness, clamping grooves 3 are fixedly connected at the inner ends of the first vertical plate 1 and the second vertical plate 2, transverse plates 4 are arranged on the tops of the two clamping grooves 3 in a clearance fit mode, the clamping grooves 3 limit the transverse plates 4, first supports 5 are fixedly connected at the inner ends of the first vertical plate 1 and the second vertical plate 2, the inner ends of the first supports 5 are rotatably connected with narrow plates 10 through first pin shafts 6, the narrow plates 10 can rotate when stressed by the first pin shafts 6, the inner ends of the two narrow plates 10 are rotatably connected through second pin shafts 11, the site of the two narrow plates 10 in a horizontal state is identical to the length of the transverse plates 4, a supporting mechanism 7 is arranged above the transverse plates 4, the supporting mechanism 7 comprises vertical rods 701, supporting feet 702, through holes 703 and screws 704, the upper ends and the lower ends of the vertical rods, the contact area between the vertical rod 701 and the top of the transverse plate 4 and the bottom of the narrow plate 10 is larger due to the support legs 702, the outer ends of the support legs 702 are respectively abutted against the top of the transverse plate 4 and the bottom of the narrow plate 10, through holes 703 are formed in the support legs 702, screws 704 are in clearance fit with the inner walls of the through holes 703, the through holes 703 guide the screws 704, the outer ends of the outer walls of the screws 704 are respectively in threaded connection with the top of the transverse plate 4 and the bottom of the narrow plate 10, an adjusting mechanism 8 is arranged in the supporting mechanism 7, the adjusting mechanism 8 comprises a stud 801, a bearing 802, oblique rods 803, bolts 804, a second support 805, a sliding block 806 and a sliding groove 807, the left side and the right side of the outer wall of the stud 801 are rotatably connected with the vertical rod 701 through the bearing 802, the stud 801 is prevented from rotating in the vertical rod 701 due to the bearing 802, the left side and the right side of the outer wall of, the double-end stud 801 can enable the diagonal rod 803 to simultaneously make close rotation or separate rotation when rotating, the upper end and the lower end of the diagonal rod 803 are fixedly connected with a second support 805 through bolts 804, the outer end of the second support 805 is fixedly connected with a sliding block 806, the outer wall of the sliding block 806 is respectively in sliding clamping connection with the top of the transverse plate 4 and the bottom of the narrow plate 10 through a sliding groove 807, the sliding groove 807 plays a guiding role for the sliding block 806, the sliding groove 807 and the sliding block 806 form a sliding mechanism, the sliding groove 807 enables the sliding groove 806 to move left and right when stressed, an opening and closing assembly 9 is arranged above the narrow plate 10, the opening and closing assembly 9 comprises an iron frame 901, a vertical groove 902, a first support rod 903, a second support rod 904, a first circular rod 905, a second circular rod 906 and a short rod 902 are fixedly connected with the inner ends of a first vertical plate 1 and a second vertical plate 2 respectively at the outer end of the iron frame 901, the iron frame 901 is axially symmetrically distributed around a second pin shaft 11, be equipped with a plurality of first branch bars 903 between two iron stands 901, first branch bar 903 rotates through first round bar 905 and is connected with second branch bar 904, first round bar 905 makes first branch bar 903 and second branch bar 904 rotate when the atress, and first branch bar 903 and second branch bar 904 cross arrangement, the upper and lower both ends of first branch bar 903 and second branch bar 904 all rotate through second round bar 906 and link to each other, first round bar 901 makes first branch bar 903 and first branch bar 904 rotate when the atress, the top of the second round bar 906 that is located the top all the rigid coupling have quarter butt 907, quarter butt 907 is used for supporting external load, second round bar 906 that is located outer end top rotates with the front top of iron stand 901 respectively and links to each other, second round bar 906 that is located outer end below slides the joint with iron stand 901 respectively through spout 902, spout 902 plays the guide effect to second round bar 906.
When the building structure of the arch-type conversion layer of the high-rise building is used, firstly, the positions of the first vertical plate 1 and the second vertical plate 2 are fixed through the clearance fit of the clamping groove 3 and the transverse plate 4, meanwhile, the first support 5 is rotationally connected with the narrow plate 10, the two narrow plates 10 are rotationally connected, the two narrow plates 10 are horizontally arranged, the support legs 702 are respectively abutted against the transverse plate 4 and the narrow plates 10, the vertical rod 701 plays a supporting role on the transverse plate 4 and the narrow plates 10, the through holes 703 are in clearance fit with the screws 704, the screws 704 are respectively in threaded connection with the transverse plate 4 and the narrow plates 10, the positions of the vertical rod 701 are fixed, further, the horizontal positions of the two narrow plates 10 are further reinforced, when the upper part of the short rod 901 is stressed, the stressed force is dispersed through the crossed arrangement of the first supporting rod 903 and the second supporting rod 904, and further the shearing force borne by the transverse plate 4 and the two narrow plates 10 is reduced, when force is transmitted to the narrow plate 10, the force is further dispersed through the action of the inclined rod 803, so that the bearing capacity of the device is stronger, the rigidity is higher, the inclined rod 803 can simultaneously make close or separate movement through rotating the stud 801, so that the position of the inclined rod 803 can be adjusted to be at the upper stress main position, the force dispersion is more thorough, the stability of the device is improved, when transportation is needed, the screw 704 and the bolt 804 are unscrewed, the screw 804 is respectively separated from the narrow plate 10 and the transverse plate 4 in a threaded manner, the second bracket 805 is fixedly connected with the inclined rod 803, the transverse plate 4 is taken out from the clamping groove 3, the position between the first vertical plate 1 and the second vertical plate 2 is not fixed, the second round rod 906 moves downwards in the vertical groove, the angle between the first supporting rod 903 and the first supporting rod 4 is reduced, the two iron frames 901 can move close, and the distance between the first vertical plate 1 and the second vertical plate 2 is reduced, thereby reducing the occupied space of the device and facilitating transportation.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
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.

Claims (6)

1. A building structure of high-rise building arched conversion layer, includes first riser (1) and second riser (2), its characterized in that: the equal rigid coupling in inner of first riser (1) and second riser (2) has draw-in groove (3), two the top clearance fit of draw-in groove (3) has diaphragm (4), the equal rigid coupling in inner of first riser (1) and second riser (2) has first support (5), the inner of first support (5) all rotates through first round pin axle (6) and is connected with leptoprosopy (10), and the inner of two leptoprosopies (10) rotates through second round pin axle (11) and links to each other, the top of diaphragm (4) is equipped with supporting mechanism (7), the inside of supporting mechanism (7) is equipped with adjustment mechanism (8), the top of leptoprosopy (10) is equipped with subassembly (9) that opens and shuts.
2. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: the supporting mechanism (7) comprises a vertical rod (701), supporting legs (702), through holes (703) and screws (704), the supporting legs (702) are fixedly connected to the upper end and the lower end of the vertical rod (701) respectively, the outer ends of the supporting legs (702) are tightly connected with the top of the transverse plate (4) and the bottom of the narrow plate (10) respectively, the through holes (703) are machined in the supporting legs (702), the screws (704) are in clearance fit with the inner wall of the through holes (703), and the outer ends of the outer walls of the screws (704) are connected with the top of the transverse plate (4) and the bottom of the narrow plate (10) respectively in a threaded mode.
3. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: adjustment mechanism (8) include stud (801), bearing (802), down tube (803), bolt (804), second support (805), slider (806) and spout (807), the outer wall left and right sides of stud (801) all is connected with montant (701) rotation through bearing (802), the equal threaded connection in outer wall left and right sides of stud (801) has down tube (803), the upper and lower both ends of down tube (803) all have second support (805) through bolt (804) rigid coupling, the outer end rigid coupling of second support (805) has slider (806), the outer wall of slider (806) is respectively through spout (807) and the top of diaphragm (4) and the bottom slip joint of leptoprosop (10).
4. The building structure of the arched conversion floor of the high-rise building according to claim 3, wherein: the two oblique rods (803) are axially symmetrically distributed about the double-end stud (801).
5. The building structure of the arched conversion floor of the high-rise building according to claim 3, wherein: the sliding groove (807) and the slider (806) constitute a sliding mechanism.
6. The building structure of high-rise arched conversion floors as claimed in claim 1, wherein: the opening and closing assembly (9) comprises an iron frame (901), a vertical groove (902), a first support rod (903), a second support rod (904), a first round rod (905), a second round rod (906) and a short rod (907), wherein the outer end of the iron frame (901) is fixedly connected with the inner ends of a first vertical plate (1) and a second vertical plate (2) respectively, the vertical groove (902) is formed in the lower portion of the front face of the iron frame (901), a plurality of first support rods (903) are arranged between the two iron frames (901), the first support rods (903) are rotatably connected with the second support rod (904) through the first round rod (905), the upper end and the lower end of each of the first support rods (903) and the upper end and the lower end of each of the second support rods (904) are rotatably connected through the second round rods (906), the top of each second round rod (906) positioned above is fixedly connected with the short rod (907), and the second round rods (906) positioned above the upper end of the front face of the iron frame (901) are rotatably connected with the short rods (907), the second round rod (906) positioned below the outer end is respectively clamped with the iron frame (901) in a sliding mode through a vertical groove (902).
CN201920692168.1U 2019-05-14 2019-05-14 Building structure of high-rise building arch type conversion layer Expired - Fee Related CN209976046U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920692168.1U CN209976046U (en) 2019-05-14 2019-05-14 Building structure of high-rise building arch type conversion layer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920692168.1U CN209976046U (en) 2019-05-14 2019-05-14 Building structure of high-rise building arch type conversion layer

Publications (1)

Publication Number Publication Date
CN209976046U true CN209976046U (en) 2020-01-21

Family

ID=69262377

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920692168.1U Expired - Fee Related CN209976046U (en) 2019-05-14 2019-05-14 Building structure of high-rise building arch type conversion layer

Country Status (1)

Country Link
CN (1) CN209976046U (en)

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20200121

Termination date: 20200514