CN216239369U

CN216239369U - Adjustable support structure for civil engineering building

Info

Publication number: CN216239369U
Application number: CN202122852939.9U
Authority: CN
Inventors: 张勇; 程毅; 张晓艳
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-11-21
Filing date: 2021-11-21
Publication date: 2022-04-08
Anticipated expiration: 2031-11-21

Abstract

The utility model discloses an adjustable pillar structure for civil engineering construction, in particular to the technical field of civil engineering construction, which comprises a top framework, wherein a top pillar is poured outside the top framework, an adjusting mechanism is arranged at the bottom of the top pillar, a bottom framework is arranged at the bottom of the adjusting mechanism, a bottom pillar is poured outside the bottom framework, the adjusting mechanism comprises a top metal disc, a plurality of mounting clamping grooves are respectively formed in the periphery of the bottom end of the top metal disc and the periphery of the top end of the bottom metal disc, a metal lantern ring is fixedly connected to the bottom end of the top metal disc, a metal lantern ring rod is movably sleeved inside the metal lantern ring, a bottom metal disc is fixedly connected to the bottom end of the metal lantern ring, a plurality of jack grooves are formed in the top end of the bottom metal disc, the adjustable pillar structure can be used for the lifting work of the top building by pushing the top metal disc to move towards the top at the top end of the bottom metal disc, the superstructure is prevented from being dismantled, the efficiency is greatly improved, and the cost is saved.

Description

Adjustable support structure for civil engineering building

Technical Field

The utility model relates to the technical field of civil engineering and construction, in particular to an adjustable support column structure for civil engineering and construction.

Background

The civil engineering aims to form a space and a channel which are required by human production or life, have good functions, are comfortable and beautiful, are not only required in material aspect, but also have requirements on symbolism, along with the development of society, the engineering structure is increasingly large and complicated, super high-rise buildings, extra large bridges, huge dams and complex subway systems continuously emerge to meet the living requirements of people, and are also symbolized to be social strength, in the construction process of the channel and the space, building construction is needed, the building construction changes building materials into real objects in a designated place according to data such as various lines, size parameters and the like on design drawings, the building construction generally comprises basic engineering construction, main structure construction, roof engineering construction, decoration engineering construction and the like, in the construction process of the main structure, a main beam and a pillar structure for stress need to be added between the superstructure and the understructure to ensure the structural strength.

The existing support column structure is integrally cast and formed by reinforced concrete, when a user needs to pull up a bottom building, the heightening work of the bottom building can be carried out only by dismantling partial structures of an upper building and the bottom building, the cost is high, and the consumed time is long.

SUMMERY OF THE UTILITY MODEL

In order to overcome the defects in the prior art, the utility model provides an adjustable support column structure for civil engineering buildings, and the technical problems to be solved by the utility model are as follows: when the user need pull up the floor building, current pillar can't adjust and can only demolish superstructure and just can carry out the increase work of floor building, and this cost is higher and consuming time longer.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a pillar structure with adjustable civil engineering building, includes the top skeleton, the top pillar has been pour to the outside of top skeleton, the bottom of top pillar is provided with adjustment mechanism, adjustment mechanism's bottom is provided with the bottom skeleton, bottom pillar is pour to the outside of bottom skeleton, adjustment mechanism includes the top metal dish, the bottom fixedly connected with metal lantern ring of top metal dish, the inside activity of metal lantern ring has cup jointed the metal loop bar, the bottom fixedly connected with bottom metal dish of metal loop bar.

In a preferred embodiment, the top end of the top metal plate is provided with a metal plate groove, the bottom end of the top pillar is fixedly connected with a cement column, the cement column is positioned inside the metal plate groove, and the metal plate groove and the cement column are used for preventing the top metal plate from sliding relative to the top pillar.

In a preferred embodiment, a metal column is fixedly connected to the bottom end of the bottom metal disc, a cement groove is formed in the top end of the bottom support, and the metal column is located in the cement groove.

In a preferred embodiment, a plurality of jack grooves have been seted up to the inside on bottom metal disc top, the inside swing joint in jack groove has the jack, a plurality of jack support discs of bottom fixedly connected with of top metal disc, it is a plurality of jack support disc is located a plurality of jack grooves respectively directly over, is favorable to adding the jack through the use to jack groove and jack support disc, props up top metal disc to the top to pull up the top building.

In a preferred embodiment, a plurality of mounting slots are formed in the periphery of the bottom end of the top metal plate and the periphery of the top end of the bottom metal plate, an outer support pillar is arranged between the mounting slot at the top and the mounting slot at the bottom, and the outer support pillar is conveniently mounted between the top metal plate and the bottom metal plate through the mounting slots.

In a preferred embodiment, the outer support column includes a first column, a second column is fixedly connected to both top and bottom ends of the first column, and the diameter of the second column is larger than that of the first column, so that the installation work of the clamp is facilitated by making the diameter of the first column smaller than that of the second column.

In a preferred embodiment, a plurality of the outside swing joint of first pillar has same clamp, the positive inside of clamp is provided with two fixing bolt, is favorable to fixing outside support column between top metal dish and bottom metal dish through the use to the clamp, prevents that outside support column from installing the inside roll-off of draw-in groove.

The utility model has the technical effects and advantages that:

according to the utility model, the bottom pillar is poured outside the bottom framework, the metal sleeve ring is sleeved outside the metal sleeve rod, then the top pillar is poured outside the top framework, the outer side supporting pillar is arranged between the top and bottom mounting clamping grooves, the first pillar is fixed between the top metal plate and the bottom metal plate by utilizing the hoop, so that the second pillar can be prevented from sliding out from the inside of the mounting clamping groove, when the top building needs to be lifted, the jack is placed inside the jack groove, and the top metal plate can be pushed to the top by contacting the top of the jack with the jack supporting plate, so that the lifting work of the top building is completed, the upper building is prevented from being dismounted, the efficiency is greatly improved, and the cost is saved.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention.

Fig. 2 is a schematic view of a connecting structure of the top frame and the bottom frame and the adjusting mechanism of the present invention.

FIG. 3 is an enlarged view of portion A of FIG. 2 according to the present invention.

Fig. 4 is a schematic view of the deployment structure of the adjustment mechanism of the present invention.

Fig. 5 is a schematic bottom view of the adjusting mechanism of the present invention.

FIG. 6 is an enlarged view of the portion B in FIG. 5 according to the present invention.

The reference signs are: 1. a top pillar; 2. a top skeleton; 3. an adjustment mechanism; 31. a top metal disk; 32. a metal disc groove; 33. a metal collar; 34. clamping a hoop; 35. an outer support column; 351. a first support; 352. a second support; 36. fixing the bolt; 37. installing a clamping groove; 38. a bottom metal plate; 39. a jack slot; 310. a metal loop bar; 311. a cement column; 312. a cement tank; 313. a jack support plate; 314. a metal post; 4. a bottom pillar; 5. a bottom skeleton.

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 the attached drawings 1-6 of the specification, the adjustable pillar structure for civil engineering construction of the embodiment includes a top skeleton 2, a top pillar 1 is poured outside the top skeleton 2, an adjusting mechanism 3 is arranged at the bottom of the top pillar 1, a bottom skeleton 5 is arranged at the bottom of the adjusting mechanism 3, a bottom pillar 4 is poured outside the bottom skeleton 5, the adjusting mechanism 3 includes a top metal plate 31, a metal plate groove 32 is formed inside the top end of the top metal plate 31, a cement column 311 is fixedly connected to the bottom end of the top pillar 1, the cement column 311 is located inside the metal plate groove 32, the top metal plate 31 is prevented from sliding relative to the top pillar 1 by using the metal plate groove 32 and the cement column 311, a metal lantern ring 33 is fixedly connected to the bottom end of the top metal plate 31, a metal lantern ring 310 is movably sleeved inside the metal lantern ring 33, and a bottom metal plate 38 is fixedly connected to the bottom end of the metal lantern ring 310, the bottom end of the bottom metal disc 38 is fixedly connected with a metal post 314, a cement groove 312 is formed inside the top end of the bottom pillar 4, and the metal post 314 is positioned inside the cement groove 312, so that the use of the cement groove 312 and the metal post 314 is beneficial to preventing the bottom metal disc 38 from sliding relative to the bottom pillar 4.

The implementation scenario is specifically as follows:

when the present invention is used, the bottom pillar 4 is poured outside the bottom frame 5, the metal column 314 fixed to the bottom end of the bottom metal plate 38 forms the cement groove 312 on the top of the bottom pillar 4 to prevent the bottom metal plate 38 from sliding on the top end of the bottom pillar 4, the metal collar 33 fixed to the bottom end of the top metal plate 31 is fitted over the metal collar 310, the top pillar 1 is poured outside the top frame 2, and the cement column 311 is formed on the bottom end of the top pillar 1 by the metal plate groove 32 to prevent the top metal plate 31 from sliding on the bottom end of the top pillar 1.

Referring to fig. 4-6 of the specification, the adjustable pillar structure for civil engineering construction of this embodiment includes a plurality of jack grooves 39 formed in the top end of a bottom metal plate 38, jacks are movably connected in the jack grooves 39, a plurality of jack support plates 313 are fixedly connected to the bottom end of a top metal plate 31, the jack support plates 313 are respectively located right above the jack grooves 39, the top metal plate 31 is supported to the top by using the jack grooves 39 and the jack support plates 313, so as to raise the top construction, a plurality of installation slots 37 are formed in the periphery of the bottom end of the top metal plate 31 and the periphery of the top end of the bottom metal plate 38, the outer support posts 35 are conveniently installed between the top metal plate 31 and the bottom metal plate 38 by using the installation slots 37, the outer support posts 35 are arranged between the installation slots 37 at the top and the installation slots 37 at the bottom, outside support column 35 includes first pillar 351, the equal fixedly connected with second pillar 352 in top and bottom of first pillar 351, the diameter of second pillar 352 is greater than the diameter of first pillar 351, the diameter through making first pillar 351 is less than the diameter of second pillar 352 and is convenient for carry out the installation work of clamp 34, the outside swing joint of a plurality of first pillars 351 has same clamp 34, the positive inside of clamp 34 is provided with two fixing bolt 36, be favorable to fixing outside support column 35 between top metal dish 31 and bottom metal dish 38 through the use to clamp 34, prevent outside support column 35 from the inside roll-off of installation card slot 37.

The implementation scenario is specifically as follows:

when the utility model is used, the outer side supporting columns 35 are arranged between the mounting clamping grooves 37 at the top and the bottom, the stability of a top building can be ensured by utilizing a plurality of outer side supporting columns 35 at the periphery, the metal lantern ring 33 and the metal loop bar 310 at the center, the second supporting column 352 can be prevented from sliding out from the inside of the mounting clamping groove 37 by mounting the clamping hoop 34 at the outer part of the first supporting column 351, when the top building is required to be pulled up, a jack is arranged in the jack groove 39, the top metal disc 31 can be pushed to the top by enabling the top of the jack to be in contact with the jack supporting disc 313, and when the top metal disc 31 moves to the top, the metal loop ring 33 moves to the top at the outer part of the metal loop bar 310, so that the whole upper building is prevented from moving in the transverse direction.

And finally: the above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that are within the spirit and principle of the present invention are intended to be included in the scope of the present invention.

Claims

1. The utility model provides a strut structure with adjustable civil engineering building, includes top skeleton (2), its characterized in that: top pillar (1) has been pour to the outside of top skeleton (2), the bottom of top pillar (1) is provided with adjustment mechanism (3), the bottom of adjustment mechanism (3) is provided with bottom skeleton (5), bottom pillar (4) have been pour to the outside of bottom skeleton (5), adjustment mechanism (3) are including top metal dish (31), the bottom fixedly connected with metal lantern ring (33) of top metal dish (31), metal loop bar (310) has been cup jointed in the inside activity of metal lantern ring (33), the bottom fixedly connected with bottom metal dish (38) of metal lantern ring (310).

2. The adjustable pillar structure for civil engineering construction according to claim 1, wherein: the metal disc groove (32) has been seted up to the inside on top metal disc (31) top, the bottom fixedly connected with cement post (311) of top pillar (1), cement post (311) are located the inside of metal disc groove (32).

3. The adjustable pillar structure for civil engineering construction according to claim 1, wherein: the bottom end of the bottom metal disc (38) is fixedly connected with a metal column (314), a cement groove (312) is formed in the top end of the bottom support column (4), and the metal column (314) is located in the cement groove (312).

4. The adjustable pillar structure for civil engineering construction according to claim 1, wherein: a plurality of jack grooves (39) have been seted up to the inside on bottom metal disc (38) top, the inside swing joint of jack groove (39) has the jack, a plurality of jack support discs (313) of bottom fixedly connected with of top metal disc (31), it is a plurality of jack support disc (313) are located a plurality of jack grooves (39) directly over respectively.

5. The adjustable pillar structure for civil engineering construction according to claim 1, wherein: the periphery of top metal disc (31) bottom and bottom metal disc (38) top periphery have all seted up a plurality of installation draw-in grooves (37), are located the top installation draw-in groove (37) with be located the bottom be provided with outside support column (35) between installation draw-in groove (37).

6. The adjustable pillar structure for civil engineering construction according to claim 5, wherein: the outer side supporting column (35) comprises a first supporting column (351), a second supporting column (352) is fixedly connected to the top end and the bottom end of the first supporting column (351), and the diameter of the second supporting column (352) is larger than that of the first supporting column (351).

7. The adjustable pillar structure for civil engineering construction according to claim 6, wherein: the outer side of the first support columns (351) is movably connected with the same hoop (34), and two fixing bolts (36) are arranged inside the front face of the hoop (34).