CN212176103U - Steel beam mounting node capable of being rapidly positioned and unhooked - Google Patents
Steel beam mounting node capable of being rapidly positioned and unhooked Download PDFInfo
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- CN212176103U CN212176103U CN202020349459.3U CN202020349459U CN212176103U CN 212176103 U CN212176103 U CN 212176103U CN 202020349459 U CN202020349459 U CN 202020349459U CN 212176103 U CN212176103 U CN 212176103U
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- steel beam
- unhook
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Abstract
The utility model discloses a take one's place fast and girder steel installation node of unhook, include: the steel column, at least one steel beam and a group of connecting plates, wherein a first connecting plate and a second connecting plate are arranged in the single-hole connecting plate, the steel beam is arranged at a connecting node of the steel column, the first connecting plate and the steel column are perpendicularly arranged and welded and fixed, one end far away from the steel column is arranged on the steel beam, the second connecting plate and the steel beam are perpendicularly arranged and welded and fixed, one end far away from the steel beam is overlapped with the first connecting plate, and the overlapped part of the first connecting plate and the second connecting plate is fixedly connected. The utility model discloses in a take one's place fast and girder steel installation node of unhook, it sets up the connecting plate through the junction at steel column and girder steel, welds respectively on steel column and girder steel after two connecting plates accurate positioning, then to the overlap portion of two connecting plates carry out fixed connection can, whole node is simple, workable, easy operation, great improvement its efficiency of construction, practice thrift the cost.
Description
Technical Field
The utility model belongs to the technical field of the steel construction building, in particular to take one's place fast and girder steel installation node of unhook.
Background
With the rapid development of social economy, the living standard and the living quality of people are continuously improved, and the rhythm of people is continuously accelerated in both production and life, as well as the construction industry. At present, people are most of concrete buildings no matter in office places or houses, people know that the construction period of the concrete buildings is long, the construction period is seriously influenced by weather, particularly in winter, people can see that after the buildings are below zero in winter, a plurality of construction sites stop working, so that the period of the whole building is long, meanwhile, the labor required by the concrete building construction is complicated, and large workers, small workers, woodworkers, tile workers and the like have high requirements on personnel, and along with the continuous increase of materials and labor cost, the cost of the whole building is high, and the input cost is higher and higher; and with the increasing requirements of people on life and work, the generation of steel structure buildings is promoted due to the fact that more and more young people do not want to engage in the building industry again and the like.
The steel beam is a necessary part in a steel structure building, the installation of the conventional steel beam by adopting bolted joints or bolted joints is complex, holes need to be formed, a large number of high-strength bolts are needed to fixedly install the steel beam, the whole installation process is very complex, a large amount of manpower and time need to be consumed, the construction cost is high, and the construction efficiency is seriously influenced.
SUMMERY OF THE UTILITY MODEL
Utility model purpose: in order to overcome the not enough above, the utility model aims at providing a take one's place fast and girder steel installation node of unhook, its simple structure, reasonable in design, easily production, the installation of being convenient for lets the girder steel can unhook fast when the installation, great improvement its efficiency of construction, reduce the amount of manual labor, reduction of erection time has practiced thrift construction cost simultaneously.
The technical scheme is as follows: in order to achieve the above object, the utility model provides a take one's place fast and steel beam mounting node of unhook, include: the steel column, at least one steel beam and a group of connecting plates, wherein a first connecting plate and a second connecting plate are arranged in the single-hole connecting plate, the steel beam is arranged at a connecting node of the steel column, the first connecting plate and the steel column are perpendicularly arranged and welded and fixed, one end far away from the steel column is arranged on the steel beam, the second connecting plate and the steel beam are perpendicularly arranged and welded and fixed, one end far away from the steel beam is overlapped with the first connecting plate, and the overlapped part of the first connecting plate and the second connecting plate is fixedly connected.
The utility model discloses in a steel beam erection joint of taking one's place fast and unhook, it sets up the connecting plate through the junction at steel column and girder steel, weld respectively on steel column and girder steel after two connecting plate accurate positioning, then carry out fixed connection to the overlap portion of two connecting plates can, whole node is simple, workable, easy operation, let it when guaranteeing structure installation accuracy, stability and security, fine solution current steel column and the complicated problem of girder steel connection, and simultaneously, also great improvement its efficiency of construction, and the cost is saved, thereby let its better needs that satisfy production.
The utility model discloses in first connecting plate and second connecting plate all adopt the haplopore connecting plate, first connecting plate and second connecting plate are equipped with first mounting hole and second mounting hole respectively, just first mounting hole and second mounting hole are located first connecting plate and second connecting plate overlap to through bolt fixed connection.
The utility model discloses in the girder steel adopts H shaped steel roof beam, is equipped with a set of wallboard and web wherein, the web is located perpendicularly between two wallboards.
The utility model discloses in the corner of web is equipped with the arc shape recess.
The utility model discloses in the below that is located the girder steel on the steel column is equipped with the welding backing plate. The welding backing plate is arranged, the structure of the steel beam and the steel column node is further optimized, and the stability of steel beam installation is enhanced.
The utility model discloses in the wallboard below that is located the girder steel on the steel column is equipped with the welding backing plate.
The utility model discloses in girder steel welding backing plate is sharp line shape, and steel bar truss building carrier plate overlap joint spare is L shape on the box frame steel column.
The utility model discloses in the both sides that lie in the welding backing plate on the steel column are equipped with steel bar truss building carrier plate. The steel bar truss floor carrier plate is arranged, the structure of the steel beam and the steel column node is further optimized, and the supporting performance of the steel beam is improved.
Above-mentioned technical scheme can find out, the utility model discloses following beneficial effect has:
1. the utility model discloses in a steel beam erection joint of taking one's place fast and unhook, it sets up the connecting plate through the junction at steel column and girder steel, weld respectively on steel column and girder steel after two connecting plate accurate positioning, then carry out fixed connection to the overlap portion of two connecting plates can, whole node is simple, easy processing, easy operation, let it when guaranteeing structure installation accuracy, stability and security, fine solution current steel column and the complicated problem of girder steel connection, and simultaneously, let the girder steel can unhook fast when the installation, also great improvement its efficiency of construction, and the cost is saved, thereby let its better needs that satisfy production.
2. The welding backing plate in the utility model has the function of preventing welding seam deposited metal from dripping when the column and the beam are welded; the L-shaped lap joint piece provides a supporting point for the steel bar truss floor bearing plate on the box-type frame steel column, and further improves the supporting performance of the steel beam node.
3. The utility model discloses in through the setting of haplopore connecting plate for convenient and fast when girder steel hoist and mount construction need not carry out the connecting plate and installs to hole and the bolt that excels in of great quantity, reaches the girder steel and takes one's place fast and the loop wheel machine unhook, improves loop wheel machine hoist and mount efficiency and personnel installation efficiency, practices thrift construction cost.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of 2 groups of steel beams in the present invention;
fig. 3 is a plan view of the middle web plate of the present invention.
Detailed Description
The invention will be further elucidated with reference to the drawings and the specific embodiments.
Examples
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "clockwise", "counterclockwise" 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 to simplify the description, but 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.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, unless otherwise specified, "a plurality" means two or more unless explicitly defined otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, 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 according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
A quick in-place and unhooked steel beam mounting node as shown in figure 1, characterized in that: the method comprises the following steps: the steel column comprises a steel column 1, at least one steel beam 2 and a group of connecting plates 3, wherein the steel beam 2 is an H-shaped steel beam, a group of wall plates 21 and web plates 22 are arranged in the H-shaped steel beam, and the web plates 22 are vertically arranged between the two wall plates 21; the single-hole connecting plate 3 is internally provided with a first connecting plate 31 and a second connecting plate 32, the steel beam 2 is arranged at a connecting node of the steel column 1, the first connecting plate 31 and the steel column 1 are vertically arranged and welded and fixed, one end far away from the steel column 1 is arranged on the steel beam 2, the second connecting plate 32 and the steel beam 2 are vertically arranged and welded and fixed, and one end far away from the steel beam 2 is overlapped with and fixedly connected with the part of the first connecting plate 31.
Example 2
A quick in-place and unhooking steel beam installation node as shown in figures 1 to 3, characterised in that: the method comprises the following steps: the steel column comprises a steel column 1, at least one steel beam 2 and a group of connecting plates 3, wherein the steel beam 2 is an H-shaped steel beam, a group of wall plates 21 and web plates 22 are arranged in the H-shaped steel beam, and the web plates 22 are vertically arranged between the two wall plates 21; the single-hole connecting plate 3 is internally provided with a first connecting plate 31 and a second connecting plate 32, the steel beam 2 is arranged at a connecting node of the steel column 1, the first connecting plate 31 and the steel column 1 are vertically arranged and welded and fixed, one end far away from the steel column 1 is arranged on the steel beam 2, the second connecting plate 32 and the steel beam 2 are vertically arranged and welded and fixed, and one end far away from the steel beam 2 is overlapped with and fixedly connected with the part of the first connecting plate 31.
Further, the first connecting plate 31 and the second connecting plate 32 both adopt single-hole connecting plates, the first connecting plate 31 and the second connecting plate 32 are respectively provided with a first mounting hole 33 and a second mounting hole 34, and the first mounting hole 33 and the second mounting hole 34 are located at the overlapping portion of the first connecting plate 31 and the second connecting plate 32 and are fixedly connected through bolts.
Preferably, the web 22 has an arc-shaped groove 221 at a corner thereof.
Furthermore, a welding backing plate 4 is arranged below the steel beam 2 on the steel column 1.
Furthermore, a welding backing plate 4 (backing plate: used for welding) is arranged below the wall plate 21 of the steel beam 2 on the steel column 1.
Further preferably, girder steel welding backing plate 4 is the straight line shape, and steel bar truss building carrier plate overlap joint spare is L shape.
Preferably, steel bar truss floor bearing plates 5 are arranged on the two sides of the steel column 1, which are located on the welding backing plate 4.
Furthermore, the lap joint of the steel bar truss floor bearing plate 5 is L-shaped.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications can be made without departing from the principles of the present invention, and these modifications should also be regarded as the protection scope of the present invention.
Claims (8)
1. The utility model provides a quick girder steel installation node of taking one's place and unhook which characterized in that: the method comprises the following steps: the steel column comprises a steel column (1), at least one steel beam (2) and a group of connecting plates (3), wherein a first connecting plate (31) and a second connecting plate (32) are arranged in each connecting plate (3), the steel beam (2) is arranged at a connecting node of the steel column (1), the first connecting plate (31) and the steel column (1) are perpendicularly arranged and welded and fixed, one end far away from the steel column (1) is arranged on the steel beam (2), the second connecting plate (32) and the steel beam (2) are perpendicularly arranged and welded and fixed, one end far away from the steel beam (2) is overlapped with the part of the first connecting plate (31), and the overlapped part of the first connecting plate and the overlapped part of the second connecting plate are fixedly.
2. The quick-to-seat and unhook steel beam installation node of claim 1, wherein: the first connecting plate (31) and the second connecting plate (32) are both single-hole connecting plates, the first connecting plate (31) and the second connecting plate (32) are respectively provided with a first mounting hole (33) and a second mounting hole (34), and the first mounting hole (33) and the second mounting hole (34) are located at the overlapping part of the first connecting plate (31) and the second connecting plate (32) and fixedly connected through bolts.
3. The quick-to-seat and unhook steel beam installation node of claim 1, wherein: the steel beam (2) is an H-shaped steel beam, a group of wall plates (21) and a web plate (22) are arranged in the H-shaped steel beam, and the web plate (22) is vertically arranged between the two wall plates (21).
4. A quick-to-seat and unhook steel beam installation node as claimed in claim 3, wherein: and arc-shaped grooves (221) are formed at the corners of the web plates (22).
5. The quick-to-seat and unhook steel beam installation node of claim 1, wherein: and a welding backing plate (4) is arranged below the steel beam (2) on the steel column (1).
6. The quick-to-seat and unhook steel beam installation node of claim 4, wherein: and a welding backing plate (4) is arranged below the wallboard (21) of the steel beam (2) on the steel column (1).
7. A quick-to-seat and unhook steel beam installation node according to claim 5 or 6, wherein: the welding backing plate (4) is linear or L-shaped.
8. The quick-to-seat and unhook steel beam installation node of claim 7, wherein: and steel bar truss floor bearing plates (5) are arranged on two sides of the steel column (1) on the welding backing plate (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020349459.3U CN212176103U (en) | 2020-03-19 | 2020-03-19 | Steel beam mounting node capable of being rapidly positioned and unhooked |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020349459.3U CN212176103U (en) | 2020-03-19 | 2020-03-19 | Steel beam mounting node capable of being rapidly positioned and unhooked |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212176103U true CN212176103U (en) | 2020-12-18 |
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ID=73770478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020349459.3U Active CN212176103U (en) | 2020-03-19 | 2020-03-19 | Steel beam mounting node capable of being rapidly positioned and unhooked |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212176103U (en) |
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2020
- 2020-03-19 CN CN202020349459.3U patent/CN212176103U/en active Active
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