CN210342248U - Telescopic high-altitude conjoined steel structure - Google Patents

Telescopic high-altitude conjoined steel structure Download PDF

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Publication number
CN210342248U
CN210342248U CN201920664458.5U CN201920664458U CN210342248U CN 210342248 U CN210342248 U CN 210342248U CN 201920664458 U CN201920664458 U CN 201920664458U CN 210342248 U CN210342248 U CN 210342248U
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CN
China
Prior art keywords
steel construction
steel structure
steel
hole
high altitude
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201920664458.5U
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Chinese (zh)
Inventor
李建文
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Changsheng Dipai Heavy Industry Machinery Co Ltd
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Jiangsu Changsheng Dipai Heavy Industry Machinery Co Ltd
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Priority to CN201920664458.5U priority Critical patent/CN210342248U/en
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Publication of CN210342248U publication Critical patent/CN210342248U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a telescopic high altitude disjunctor steel construction, including first steel construction, first steel construction inner chamber is provided with the second steel construction, one side fixedly connected with connecting plate that the second steel construction is back to, logical groove has been seted up to the inside of second steel construction, the threaded hole is seted up on the surface of second steel construction, the both sides of first steel construction top and bottom all run through and are provided with first bolt. The utility model discloses a connecting plate, lead to groove, screw hole and first bolt cooperate, realized can carrying out flexible purpose, the user can adjust the use length of high altitude disjunctor steel construction according to the user demand, has enlarged the usage space of high altitude disjunctor steel construction to improved the user and felt to the experience of high altitude disjunctor steel construction, satisfied the demand in current market, improved the practicality and the usability of high altitude disjunctor steel construction, solved the problem that high altitude disjunctor steel construction does not have extending structure in the past.

Description

Telescopic high-altitude conjoined steel structure
Technical Field
The utility model relates to a disjunctor steel technical field specifically is a telescopic high altitude disjunctor steel construction.
Background
In recent years, with the development of engineering technology, the form of a high-rise building is diversified day by day, the conjoined steel structure is loved by architects due to the great vigor and modern interest, and how to finish the construction of the high-altitude conjoined steel structure with high quality and high efficiency is an important subject.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a telescopic high altitude disjunctor steel construction possesses the advantage that can stretch out and draw back, has solved the problem that high altitude disjunctor steel construction did not have extending structure in the past.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a telescopic high altitude disjunctor steel construction, includes first steel construction, first steel construction inner chamber is provided with the second steel construction, one side fixedly connected with connecting plate that the second steel construction is back to, logical groove has been seted up to the inside of second steel construction, the threaded hole is seted up on the surface of second steel construction, the both sides of first steel construction top and bottom all run through and are provided with first bolt, the screw thread end of first bolt extend to the inner chamber of screw hole and with the inner wall fixed connection of screw hole.
Preferably, a first through hole is formed in one side, opposite to the second steel structure, of the first steel structure, a support block is fixedly connected to the inner wall of the first steel structure, a limiting rod is arranged in an inner cavity of the first through hole, and two ends of the limiting rod are fixedly connected with the surface of the support block.
Preferably, a second through hole is formed in the surface of the connecting plate, a second bolt is arranged in an inner cavity of the second through hole, a threaded end of the second bolt penetrates through the outside of the second through hole and is in threaded connection with a nut, and the surface of the nut is in contact with the surface of the connecting plate.
Preferably, a nameplate groove is formed in the left side of the top of the front face of the first steel structure, and a nameplate is fixedly connected to the back of the inner cavity of the nameplate groove.
Preferably, the number of the first steel structures is one, and the number of the second steel structures is two.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses a first steel construction, second steel construction, connecting plate, lead to groove, screw hole and first bolt cooperate, realized can carrying out flexible purpose, the user can adjust the use length of high altitude disjunctor steel construction according to the user demand, the usage space of high altitude disjunctor steel construction has been enlarged to improved the user and felt to the experience of high altitude disjunctor steel construction, satisfied the demand in current market, improved the practicality and the usability of high altitude disjunctor steel construction, solved in the past the problem that high altitude disjunctor steel construction does not have extending structure.
2. The utility model discloses a set up the connecting plate, be used for connecting other steel members, through setting up logical groove, be used for providing the weight that removes the space and reduce high altitude disjunctor steel construction, through setting up screw hole and first bolt, be used for fixing the second steel construction, thereby adjust the length that the second steel construction stretches out, through setting up first through-hole and gag lever post, a stability when moving about for improving the second steel construction, through setting up the second through-hole, be used for accommodating the second bolt, through setting up second bolt and nut, be used for connecting fixedly connecting plate and other steel members, through setting up the data plate, be used for marking the specification information of high altitude disjunctor steel construction.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of the structure of the present invention;
fig. 3 is an enlarged schematic view of a portion of the structure of fig. 1 according to the present invention.
In the figure: 1 first steel construction, 2 second steel constructions, 3 connecting plates, 4 logical grooves, 5 screw holes, 6 first bolts, 7 first through-holes, 8 piece, 9 gag lever posts, 10 second through-holes, 11 second bolts, 12 nuts, 13 data plate grooves, 14 data plates.
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. In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end", 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 simplification of description, but do not indicate or imply that the device or element to be referred must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted", "provided", "connected", and the like are to be construed broadly, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The utility model discloses a first steel construction 1, second steel construction 2, connecting plate 3, lead to groove 4, screw hole 5, first bolt 6, first through-hole 7, piece 8, gag lever post 9, second through-hole 10, second bolt 11, nut 12, data plate groove 13 and data plate 14 part are the general standard or the part that technical staff in the field knows, and its structure and principle all are that this technical staff all can learn through the technical manual or learn through conventional experimental method.
Referring to fig. 1-3, a telescopic high-altitude conjoined steel structure comprises a first steel structure 1, a second steel structure 2 is arranged in an inner cavity of the first steel structure 1, a connecting plate 3 is fixedly connected to one side of the second steel structure 2 opposite to the first steel structure, a through groove 4 is formed in the second steel structure 2, a threaded hole 5 is formed in the surface of the second steel structure 2, first bolts 6 are arranged on both sides of the top and the bottom of the first steel structure 1 in a penetrating manner, a threaded end of each first bolt 6 extends into the inner cavity of the threaded hole 5 and is fixedly connected with the inner wall of the threaded hole 5, a first through hole 7 is formed in one side of the second steel structure 2 opposite to the first steel structure, a supporting block 8 is fixedly connected to the inner wall of the first steel structure 1, a limiting rod 9 is arranged in the inner cavity of the first through hole 7, both ends of the limiting rod 9 are fixedly connected with the surface of the supporting block 8, the threaded end of the second bolt 11 penetrates to the outside of the second through hole 10 and is in threaded connection with a nut 12, the surface of the nut 12 is in contact with the surface of the connecting plate 3, the left side of the top of the front face of the first steel structure 1 is provided with a nameplate groove 13, the back of the inner cavity of the nameplate groove 13 is fixedly connected with a nameplate 14, the number of the first steel structure 1 is one, the number of the second steel structure 2 is two, the connecting plate 3 is arranged and used for connecting other steel members, the through groove 4 is arranged and used for providing a moving space and reducing the weight of a high-altitude conjoined steel structure, the threaded hole 5 and the first bolt 6 are arranged and used for fixing the second steel structure 2, so that the extending length of the second steel structure 2 is adjusted, the first through hole 7 and the limiting rod 9 are arranged and used for improving the stability of the second steel structure 2 when moving left and right, and the, through setting up second bolt 11 and nut 12, be used for connecting fixedly connecting plate 3 and other steel components, through setting up data plate 14, be used for marking the specification information of high altitude disjunctor steel construction, through first steel construction 1, second steel construction 2, the connecting plate 3, lead to groove 4, screw hole 5 and first bolt 6 cooperate, the purpose that can stretch out and draw back has been realized, the user can adjust the use length of high altitude disjunctor steel construction according to the user demand, the usage space of high altitude disjunctor steel construction has been enlarged, thereby the user is felt to the experience of high altitude disjunctor steel construction has been improved, satisfy the demand in current market, the practicality and the usability of high altitude disjunctor steel construction have been improved, the problem that high altitude disjunctor steel construction does not have extending structure in the.
During the use, the user rotates first bolt 6 through the spanner, make it break away from screw hole 5 through the rotation of first bolt 6, when first bolt 6 and screw hole 5 separation, remove second steel construction 2 through the user, remove the back, the user makes it contact with the inner wall of screw hole 5 again through the rotation of first bolt 6, realize adjusting the use length of high altitude disjunctor steel construction, improve the stability when removing about second steel construction 2 through first through-hole 7 and gag lever post 9, accept second bolt 11 through second through-hole 10, connect fixedly connecting plate 3 and other data plate steel members through second bolt 11 and nut 12, mark the specification information of high altitude disjunctor steel construction through tablet 14.
In summary, the following steps: this telescopic high altitude disjunctor steel construction through the cooperation of first steel construction 1, second steel construction 2, connecting plate 3, logical groove 4, screw hole 5 and first bolt 6, has solved the problem that high altitude disjunctor steel construction does not have extending structure in the past.
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 (5)

1. The utility model provides a telescopic high altitude disjunctor steel construction, includes first steel construction (1), its characterized in that: the inner cavity of the first steel structure (1) is provided with a second steel structure (2), one side fixedly connected with connecting plate (3) of the second steel structure (2) is back to back, the through groove (4) is formed in the inner part of the second steel structure (2), a threaded hole (5) is formed in the surface of the second steel structure (2), the two sides of the top and the bottom of the first steel structure (1) are provided with a first bolt (6) in a penetrating mode, and the threaded end of the first bolt (6) extends to the inner cavity of the threaded hole (5) and is fixedly connected with the inner wall of the threaded hole (5).
2. The telescopic high-altitude conjoined steel structure as claimed in claim 1, wherein: first through-hole (7) have been seted up to the relative one side of second steel construction (2), the inner wall fixedly connected with of first steel construction (1) props up piece (8), the inner chamber of first through-hole (7) is provided with gag lever post (9), the both ends of gag lever post (9) all are connected with the fixed surface who props up piece (8).
3. The telescopic high-altitude conjoined steel structure as claimed in claim 1, wherein: the surface of the connecting plate (3) is provided with a second through hole (10), an inner cavity of the second through hole (10) is provided with a second bolt (11), a threaded end () of the second bolt (11) penetrates through the outside of the second through hole (10) and is in threaded connection with a nut (12), and the surface of the nut (12) is in contact with the surface of the connecting plate (3).
4. The telescopic high-altitude conjoined steel structure as claimed in claim 1, wherein: data plate groove (13) have been seted up to the left side at first steel construction (1) positive top, the back fixedly connected with data plate (14) of data plate groove (13) inner chamber.
5. The telescopic high-altitude conjoined steel structure as claimed in claim 1, wherein: the number of the first steel structures (1) is one, and the number of the second steel structures (2) is two.
CN201920664458.5U 2019-05-10 2019-05-10 Telescopic high-altitude conjoined steel structure Expired - Fee Related CN210342248U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920664458.5U CN210342248U (en) 2019-05-10 2019-05-10 Telescopic high-altitude conjoined steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920664458.5U CN210342248U (en) 2019-05-10 2019-05-10 Telescopic high-altitude conjoined steel structure

Publications (1)

Publication Number Publication Date
CN210342248U true CN210342248U (en) 2020-04-17

Family

ID=70181646

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920664458.5U Expired - Fee Related CN210342248U (en) 2019-05-10 2019-05-10 Telescopic high-altitude conjoined steel structure

Country Status (1)

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CN (1) CN210342248U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809723A (en) * 2020-07-29 2020-10-23 鞍山三冶建筑工程有限公司 Concatenation formula steel construction vestibule

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809723A (en) * 2020-07-29 2020-10-23 鞍山三冶建筑工程有限公司 Concatenation formula steel construction vestibule

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200417