CN210529735U

CN210529735U - Building steel structure platform base

Info

Publication number: CN210529735U
Application number: CN201920762615.6U
Authority: CN
Inventors: 黄强
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-05-25
Filing date: 2019-05-25
Publication date: 2020-05-15
Anticipated expiration: 2029-05-25

Abstract

The utility model discloses a building steel structure platform base, including the bedplate, installed the pillar between the bedplate, the bedplate facial make-up of upside is equipped with the screw rod, and the pre-buried post has been installed to the one end of bedplate of downside, and pre-buried post facial make-up is equipped with the built-in board, has installed the connecting rod between the built-in board. Through the embedded plate that the side ring set up of last downside and the joint support of concrete, increase the pre-buried post and to the dynamics of attaching together of taking off of concrete, can make pre-buried post pre-buried more stable in the concrete, the joint support of connecting rod to the embedded plate through the annular setting, make pre-buried board side direction atress more stable, treat the concrete solidification back, the screw rod inserts in the mounting hole that the annular set up on the steel construction girder lower extreme mounting disc, and with nut locking screw, can realize that the girder is connected with the bedplate of upside, therefore it is more convenient to stabilize the integral platform base.

Description

Building steel structure platform base

Technical Field

The utility model relates to a building steel structure platform base.

Background

The steel structure building is a novel building system, which has an industrial boundary line between the house-through industry, the building industry and the metallurgy industry, and is integrated into a new industrial system, the steel structure building system is generally seen by people in the industry, the steel structure building is compared with the traditional concrete building, the steel plate or the profile steel is used for replacing reinforced concrete, the strength is higher, the shock resistance is better, and because the components can be manufactured in a factory and installed on site, the construction period is greatly reduced, because the steel can be repeatedly used, the construction waste can be greatly reduced, the steel structure building is more environment-friendly, and therefore, the steel structure building is widely adopted by countries in the world and is applied to industrial buildings and civil buildings.

Present steel construction building downside adopts platform base as whole building ground support body more, platform base's upside is made through the pillar welding by two bedplate, and the bedplate upper end annular of upside is provided with the screw rod, be used for inserting in the mounting hole that the annular set up on steel construction girder lower extreme mounting disc, and with nut locking screw, can realize that the girder is connected with the bedplate of upside, ground adopts the stake machine to beat out ground and pours the hole more, then pour downthehole steel reinforcement cage of tying up, then will pour downthehole concrete, until the concrete solidifies the back, adopt the welded mode to connect the bedplate of downside with steel reinforcement cage outlying reinforcing bar, can realize that the stable maintenance of platform bedplate weak point is subaerial, the existence has: adopt the steel reinforcement cage to pour and welded mode, not only need to consume a large amount of time tying up the steel reinforcement cage process, still need to stabilize whole platform base inconvenient with steel reinforcement cage welding bedplate.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a building steel structure platform base to propose the inconvenient problem of stable whole platform base in solving above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a building steel structure platform base, includes the bedplate, install the pillar between the bedplate, the bedplate facial make-up of upside is equipped with the screw rod, and the pre-buried post has been installed to the one end of bedplate of downside, pre-buried post facial make-up is equipped with the pre-buried board, the connecting rod has been installed between the pre-buried board.

Preferably, the connection part of the seat plate and the support column is provided with a support plate, and the support plate is of a triangular plate structure.

Preferably, the connection part of the seat plate and the embedded column is provided with a support rod.

Preferably, the connecting rod is an arc-shaped rod-shaped structure with a circular section.

Preferably, the embedded column is provided with an embedded ring, the embedded ring is of a circular ring structure, and the embedded ring is provided with a leakage hole.

Compared with the prior art, the beneficial effects of the utility model are that: through the embedded plate that last downside annular set up and the joint support of concrete, increase the pre-buried post and to the dynamics of attaching of taking off of concrete, can make pre-buried post pre-buried more stable in the concrete, the joint support of connecting rod to the embedded plate through annular setting, make pre-buried board side direction atress more stable, pre-buried ring is pre-buried in pouring, the intensity of strength is pulled out to the anti side of multiplicable pre-buried post, treat the concrete solidification back, the screw rod inserts in the mounting hole of annular setting on the steel construction girder lower extreme mounting disc, and lock the screw rod with the nut, can realize that the girder is connected with the bedplate of upside, therefore it is more convenient to stabilize whole platform base, the inconvenient problem of stable whole platform base has been solved.

Drawings

FIG. 1 is a partially cut-away front view of the present invention;

FIG. 2 is a schematic view of the connection distribution of the supporting plates of the present invention;

FIG. 3 is a schematic view of the screw distribution of the present invention;

FIG. 4 is a schematic view of the distribution of the support rods of the present invention;

FIG. 5 is a schematic view of the distribution of the connecting rods of the present invention;

fig. 6 is a schematic view of the leak distribution of the present invention.

In the figure: the device comprises a base plate 1, a support column 2, a support plate 3, a screw rod 4, a pre-embedded column 5, a support rod 6, a pre-embedded plate 7, a connecting rod 8, a pre-embedded ring 9 and a leakage hole 10.

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, fig. 2, fig. 3 and fig. 4, the present invention provides a technical solution: a building steel structure platform base comprises base plates 1, wherein the number of the base plates 1 is two, the base plates are of circular plate structures, supporting columns 2 are arranged between the base plates 1, the supporting columns 2 are of cylindrical structures and are integrated with the base plates 1 through fusion casting, supporting plates 3 are arranged at the joints of the base plates 1 and the supporting columns 2, the supporting plates 3 are of triangular plate structures, the supporting plates 3 are annularly arranged at the outer edges of the joints of the base plates 1 and the supporting columns 2, the supporting plates 3 are connected with the base plates 1 and the supporting columns 2 in a welding mode, the base plates 1 and the supporting columns 2 can be connected more stably through the connecting supports of the supporting plates 3, the outer edges of the base plates 1 are not easy to bend, screw rods 4 are arranged on the base plates 1 on the upper sides and used for being inserted into mounting holes which are annularly arranged on mounting plates at the lower ends of steel structure girders and locking the, the embedded column 5 is of a circular columnar structure, the diameter of the cross section of the embedded column is 20 cm, the length of the embedded column is 3 m, and the embedded column 5 and the seat plate 1 are integrated by fusion casting.

Referring to fig. 1, 4, 5 and 6, a supporting rod 6 is arranged at the joint of a seat plate 1 and an embedded column 5, the supporting rod 6 is in a round rod-shaped structure, the annular structure is arranged between the seat plate 1 and the embedded column 5, the upper end and the lower end of the supporting rod 6 are respectively connected with the seat plate 1 and the embedded column 5 in a welding mode, the seat plate 1 and the embedded column 5 at the lower side are connected and supported through the supporting rod 6 arranged in the annular structure, the joint of the seat plate 1 at the lower side and the embedded column 5 can be higher in strength and is not easy to break, the embedded column 5 is provided with an embedded plate 7, the embedded plate 7 is in a square plate-shaped structure, the embedded columns 5 are arranged on the embedded columns 5 in a three-layer annular mode, the connecting rods 8 are arranged between the embedded plates 7, when the embedded columns 5 are embedded in pouring holes, the embedded columns 5 are connected and supported with concrete through the embedded plates 7 arranged in the annular structure at the upper side and the, the connecting rod 8 is an arc-shaped rod-shaped structure with a circular cross section, two ends of the connecting rod 8 are connected with the central position of the inner end of the embedded plate 7, the connecting rod and the embedded plate 7 are made into a fusion casting integrated piece, the embedded plate 7 is more stably stressed laterally through the connecting support of the connecting rod 8 arranged in a ring shape, the embedded column 5 is provided with embedded rings 9, the embedded rings 9 are arranged between the embedded plates 7, the inner wall of each embedded ring is connected with the embedded column 5, the embedded columns 5 and the embedded columns 5 are made into the fusion casting integrated piece, the embedded rings 9 are in the ring shape, the embedded rings 9 are distributed with leakage holes 10, the leakage holes 10 are in the circular hole-shaped structure, the ring shape is uniformly arranged on the embedded rings 9, the inner diameter of each embedded ring is 5 cm, when the embedded rings 9 are embedded in the pouring holes, the strength of the lateral pulling resistance of the embedded columns 5 can be increased, and when concrete is poured from the upper ends of the embedded rings 9, the concrete can be leaked downwards from, thus ensuring that the structure on the underside can also be completely cast with concrete.

The utility model discloses when concrete implementation: the embedded column 5 can be embedded in the pouring hole, then concrete is poured from the upper port of the pouring hole, the embedded column 5 and the upper connecting component thereof can be poured by the concrete, when the concrete is poured from the upper end of the embedded ring 9, the concrete can leak downwards from the leak hole 10 by the vibration of the vibrator, thereby ensuring that the lower structure can be completely poured by the concrete, the lateral stress of the embedded plate 7 is more stable by the connecting support of the embedded plate 7 and the concrete which are annularly arranged on the upper side and the lower side, the scraping and attaching force of the embedded column 5 to the concrete is increased, the lateral stress of the embedded plate 7 is more stable by the connecting support of the connecting rod 8 which is annularly arranged on the embedded plate 7, and the strength of the embedded column 5 against the lateral pulling force can be increased when the embedded ring 9 is embedded in the pouring hole, after the concrete is solidified, the screw rods 4 are inserted into the mounting holes formed in the lower end mounting disc of the steel structure girder in an annular mode, the screw rods are locked by the nuts, the girder can be connected with the base plate 1 on the upper side, the whole welding and bundling processes are reduced, and therefore the whole platform base is more convenient to stabilize.

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

1. The utility model provides a building steel structure platform base, includes bedplate (1), its characterized in that: the novel multifunctional chair is characterized in that supporting columns (2) are arranged between the seat boards (1), a screw rod (4) is arranged on the upper portion of the seat board (1) on the upper side, a pre-embedded column (5) is arranged at one end of the lower side of the seat board (1), pre-embedded plates (7) are arranged on the pre-embedded column (5), and connecting rods (8) are arranged between the pre-embedded plates (7).

2. The structural steel platform foundation of claim 1, wherein: the supporting plate (3) is arranged at the joint of the seat plate (1) and the supporting column (2), and the supporting plate (3) is of a triangular plate structure.

3. The structural steel platform foundation of claim 2, wherein: the connection part of the seat board (1) and the embedded column (5) is provided with a support rod (6).

4. The structural steel platform foundation of claim 1, wherein: the connecting rod (8) is of an arc-shaped rod-shaped structure with a circular section.

5. The structural steel platform foundation of claim 3, wherein: the embedded column (5) is provided with an embedded ring (9), the embedded ring (9) is of a circular ring structure, and the embedded ring (9) is provided with a leakage hole (10).