CN216516123U - Large-span assembled space steel network building structure - Google Patents

Large-span assembled space steel network building structure Download PDF

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Publication number
CN216516123U
CN216516123U CN202123197260.7U CN202123197260U CN216516123U CN 216516123 U CN216516123 U CN 216516123U CN 202123197260 U CN202123197260 U CN 202123197260U CN 216516123 U CN216516123 U CN 216516123U
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China
Prior art keywords
connecting rod
building structure
cross beam
network building
connecting blocks
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Expired - Fee Related
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CN202123197260.7U
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Chinese (zh)
Inventor
杨建玲
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Individual
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Individual
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Priority to CN202123197260.7U priority Critical patent/CN216516123U/en
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Publication of CN216516123U publication Critical patent/CN216516123U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a large-span assembled space steel network building structure which comprises an upper cross beam and a lower cross beam, wherein connecting blocks which are arranged in a rectangular array in pairs are correspondingly and fixedly arranged between the upper cross beam and the lower cross beam, one group of adjacent connecting blocks is provided with a supporting rod which is arranged in a crossed manner and can rotate, two sides of each connecting block are respectively provided with a rectangular groove which penetrates through one side of each connecting block, and a partition plate is reserved in each rectangular groove. According to the utility model, the connecting rod is stretched to enable the stop block to compress the spring, so that the connecting rod is retracted into the rectangular groove below the partition plate, then the supporting rod is inserted, the threaded groove at the vertical end of the supporting rod is aligned with the threaded grooves at the vertical ends of the cross beam and the connecting block, the connecting rod is loosened and rotated to be in threaded connection with the three parts, the three parts can be fastened and installed only by using a fastening tool, the time of high-altitude operation is shortened, and the safety of high-altitude operation personnel is further ensured.

Description

Large-span assembled space steel network building structure
Technical Field
The utility model relates to the technical field of steel structure buildings, in particular to a large-span fabricated space steel network building structure.
Background
The building space is a general term for an internal space and an external space formed by applying various main building elements and forms in order to meet the requirements of people in production or life.
The building space is a space limited by building elements such as wall surfaces, floors, ceilings and the like and even buildings and buildings, all parts are troublesome to connect in the installation of the steel mesh structure of the ceiling, and the work before, during and after assembly is complicated and troublesome due to high-altitude operation, so that the installation of high-altitude operation personnel is not facilitated, and therefore, the large-span assembly type space steel network building structure convenient to install is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to: in order to solve the problems, the large-span fabricated space steel network building structure is provided.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a large-span assembled space steel network building structure, includes entablature and bottom end rail, correspond fixed mounting between entablature and the bottom end rail and have the connecting block that sets up to being the rectangle array, the multiunit a set of between the connecting block is adjacent installs cross arrangement and rotatable bracing piece, the rectangular channel of through connection piece one side is all seted up to the connecting block both sides, the inside reservation of rectangular channel has the baffle, the bracing piece is installed in the rectangular channel of baffle top, the connecting rod is all worn to be equipped with the vertical end of connecting block and bracing piece and bottom end rail and the connecting block that corresponds and bracing piece.
Preferably, assorted thread groove has all been seted up to entablature and connecting block and bracing piece and bottom end rail and the connecting block that corresponds and the bracing piece one side that is close to mutually, just the exterior wall of connecting rod upper end is provided with the screw thread strip, entablature and connecting block and bracing piece and bottom end rail and the connecting block and the bracing piece that correspond close with the screw thread through thread groove and screw thread strip screw respectively and are connected.
Preferably, the vertical end of the partition board is provided with a through hole with a diameter larger than that of the thread groove, the outer surface wall of the connecting rod is provided with a stop block on the lower side of the partition board, the bottom of the stop block is fixed with a spring sleeved on the outer side of the connecting rod, and the spring is fixedly connected with the inner surface wall of the rectangular groove.
Preferably, the stopper has a cylindrical structure and a diameter greater than that of the through hole.
Preferably, a limit ring is fixed on the outer surface wall of the connecting rod, and the stop block is sleeved and rotated outside the limit ring.
Preferably, the bottom of the connecting rod is fixed with a convex limiting block outside the connecting block.
In summary, due to the adoption of the technical scheme, the utility model has the beneficial effects that:
this application makes dog compression spring through tensile connecting rod, makes the connecting rod indentation rectangular channel of baffle below in, later inserts the bracing piece, and the thread groove of the vertical end of bracing piece and the thread groove of the vertical end of crossbeam and connecting block are to it, loosen and rotate the connecting rod, make three threaded connection, only need use fastening tool alright fasten the installation with the three, reduced high altitude construction's time, further ensured high altitude construction personnel's safety.
Drawings
FIG. 1 illustrates a schematic diagram of a structure provided in accordance with an embodiment of the present invention;
FIG. 2 illustrates a schematic diagram of a structure provided in accordance with an embodiment of the present invention;
fig. 3 shows a schematic structural diagram provided according to an embodiment of the present invention.
Illustration of the drawings:
1. an upper cross beam; 2. a lower cross beam; 3. connecting blocks; 4. a connecting rod; 5. a support bar; 6. a thread groove; 7. a through hole; 8. a partition plate; 9. a threaded strip; 10. a stopper; 11. a spring; 12. a rectangular groove; 13. a limit ring.
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. 1-3, the present invention provides a technical solution:
the utility model provides a large-span assembled space steel network building structure, including entablature 1 and bottom end rail 2, it has connecting block 3 to be the setting of rectangular array to correspond fixed mounting between entablature 1 and the bottom end rail 2, a set of cross arrangement and rotatable bracing piece 5 of installing between the multiunit connecting block 3 is adjacent, rectangular channel 12 of 3 one sides of through connection piece is all seted up to connecting block 3 both sides, the inside reservation of rectangular channel 12 has baffle 8, the rectangular channel 12 in baffle 8 top is installed to bracing piece 5, connecting rod 4 is all worn to be equipped with by entablature 1 and connecting block 3 and bracing piece 5 and bottom end rail 2 and the connecting block 3 that corresponds and the vertical end of bracing piece 5, connecting block 3 both sides are the detachable apron.
Specifically, as shown in fig. 2 and 3, the upper beam 1, the connecting block 3, the supporting rod 5, the lower beam 2 and the corresponding connecting block 3 and the corresponding supporting rod 5 are provided with a matched threaded groove 6 at one side close to each other, the outer surface wall at the upper end of the connecting rod 4 is provided with a threaded strip 9, and the upper beam 1, the connecting block 3, the supporting rod 5, the lower beam 2, the corresponding connecting block 3 and the corresponding supporting rod 5 are respectively connected with the threaded strip 9 through the threaded groove 6 in a threaded manner.
Specifically, as shown in fig. 2, through-hole 7 with a diameter larger than that of thread groove 6 is provided at the vertical end of partition plate 8, connecting rod 4 is convenient to pull, make the top end of connecting rod 4 retract into rectangular groove 12 below partition plate 8, the outer wall of connecting rod 4 is provided with stop block 10 at the lower side of partition plate 8, spring 11 outside connecting rod 4 is fixed with the cover at the bottom of stop block 10, and surface wall fixed connection in spring 11 and rectangular groove 12, and installation support rod 5 is convenient for, further prevent that the thread strip 9 at the top of connecting rod 4 is not hard up after being connected with thread groove 6.
Specifically, as shown in fig. 3, the stopper 10 has a cylindrical structure, and the diameter of the stopper is larger than that of the through hole 7, so as to limit the connecting rod 4.
Specifically, as shown in fig. 3, a limiting ring 13 is fixed on the outer wall of the connecting rod 4, and the stopper 10 is sleeved on and rotates outside the limiting ring 13, so as to ensure that the connecting rod 4 can rotate when the spring 11 does not rotate.
Specifically, as shown in fig. 3, the bottom of the connecting rod 4 is fixed with a convex limiting block outside the connecting block 3 to limit the connecting rod 4.
In conclusion, in this embodiment, make dog 10 compression spring 11 through tensile connecting rod 4, make connecting rod 4 top indentation rectangular channel 12 below baffle 8 in, later insert bracing piece 5, it is to it with the thread groove 6 of the vertical end of bracing piece 5 and the thread groove 6 of the vertical end of crossbeam and connecting block 3, loosen and rotate connecting rod 4, make three threaded connection, only need use fastening tool alright with the fastening installation of three, reduced high altitude construction's time, further ensured high altitude construction personnel's safety.
The previous description of the embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (6)

1. A large-span fabricated space steel network building structure comprises an upper beam (1) and a lower beam (2), it is characterized in that connecting blocks (3) which are arranged in a rectangular array in pairs are correspondingly and fixedly arranged between the upper cross beam (1) and the lower cross beam (2), a group of the adjacent connecting blocks (3) is provided with supporting rods (5) which are arranged in a crossed way and can rotate, both sides of the connecting block (3) are provided with rectangular grooves (12) which penetrate through one side of the connecting block (3), a partition plate (8) is reserved in the rectangular groove (12), the support rod (5) is arranged in the rectangular groove (12) above the partition plate (8), the connecting rods (4) are arranged on the upper cross beam (1), the connecting blocks (3), the supporting rods (5) and the lower cross beam (2) in a penetrating mode and are perpendicular to the corresponding connecting blocks (3) and the corresponding supporting rods (5).
2. The large-span fabricated space steel network building structure of claim 1, wherein the upper beam (1) and the connecting blocks (3) and the supporting rods (5) and the lower beam (2) are provided with matching thread grooves (6) on the side close to the corresponding connecting blocks (3) and the corresponding supporting rods (5), the outer surface wall of the upper end of the connecting rod (4) is provided with thread strips (9), and the upper beam (1) and the connecting blocks (3) and the supporting rods (5) and the lower beam (2) are connected with the corresponding connecting blocks (3) and the corresponding supporting rods (5) through the thread grooves (6) and the thread strips (9) in a threaded manner respectively.
3. The large-span fabricated space steel network building structure according to claim 1, wherein the vertical end of the partition plate (8) is provided with a through hole (7) with a diameter larger than that of the threaded groove (6), the outer surface wall of the connecting rod (4) is provided with a stop block (10) at the lower side of the partition plate (8), a spring (11) sleeved on the outer side of the connecting rod (4) is fixed at the bottom of the stop block (10), and the spring (11) is fixedly connected with the inner surface wall of the rectangular groove (12).
4. The large-span fabricated space steel network building structure according to claim 3, wherein the stopper (10) is a cylindrical structure having a diameter greater than that of the through-hole (7).
5. The large-span fabricated space steel network building structure according to claim 3, wherein a limit ring (13) is fixed to an outer wall of the connecting rod (4), and the stopper (10) is sleeved and rotated outside the limit ring (13).
6. The large-span fabricated space steel network building structure of claim 3, wherein the bottom of the connecting rod (4) is fixed with a convex limiting block outside the connecting block (3).
CN202123197260.7U 2021-12-17 2021-12-17 Large-span assembled space steel network building structure Expired - Fee Related CN216516123U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123197260.7U CN216516123U (en) 2021-12-17 2021-12-17 Large-span assembled space steel network building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123197260.7U CN216516123U (en) 2021-12-17 2021-12-17 Large-span assembled space steel network building structure

Publications (1)

Publication Number Publication Date
CN216516123U true CN216516123U (en) 2022-05-13

Family

ID=81499645

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123197260.7U Expired - Fee Related CN216516123U (en) 2021-12-17 2021-12-17 Large-span assembled space steel network building structure

Country Status (1)

Country Link
CN (1) CN216516123U (en)

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Granted publication date: 20220513