CN218375789U - Fender is enclosed in construction of assembled design steel construction - Google Patents
Fender is enclosed in construction of assembled design steel construction Download PDFInfo
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- CN218375789U CN218375789U CN202222433041.2U CN202222433041U CN218375789U CN 218375789 U CN218375789 U CN 218375789U CN 202222433041 U CN202222433041 U CN 202222433041U CN 218375789 U CN218375789 U CN 218375789U
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Abstract
An assembled type shaped steel structure construction enclosure is used for closing a building construction site and comprises continuous enclosure units, each enclosure unit comprises a shaped column cap, a shaped steel column, a column foundation and an enclosure plate, and the shaped column caps are connected with the tops of 4 vertical rods of the shaped steel column through vertical connecting pieces at the bottoms of the 4 vertical rods; the shaping column cap is connected with the enclosure baffle through a horizontal connecting piece; the shaping steel column is connected with the enclosure baffle; the shaping steel column is connected with the column foundation through the column foot plate. The construction can be completed by on-site assembly in sequence, and the installation efficiency is high. Each enclosure unit can be conveniently and rapidly detached and stored, and is convenient to rotate repeatedly for multiple times. Compared with the traditional construction enclosure, the wind-proof enclosure has the advantages of wind resistance, firmness and flexible disassembly, and meanwhile, the appearance is neat and attractive.
Description
Technical Field
The utility model is used for the construction site seals, especially relates to a regularization assembled encloses fender.
Background
With the continuous expansion of urbanization construction, more and more projects are selected in suburbs with wide surrounding and large wind and sand. In consideration of safety, wind prevention, dust prevention and the like before construction, the enclosure is needed to be used for isolating a living office area and a construction area from an external environment, and meanwhile, the construction enclosure directly shows the external image of a construction site. The construction enclosure is especially important for strengthening the safety and civilized management of construction sites of constructional engineering, improving the living operation conditions of construction operators and standardizing and well building the construction enclosure. The traditional temporary building enclosure mostly adopts the forms of color steel plate columns, PVC, concrete bricks and tiles and the like, and is not safe and stable enough in suburbs with high wind speed. And the construction process speed is slower, the assembly rate is lower, and the integrity and the attractiveness of the enclosure can not be ensured after construction. The damage rate is high when the construction is completed and the demolition is not beneficial to the turnover utilization.
Disclosure of Invention
The utility model provides a construction speed is fast, stable in structure, and the fender is enclosed in construction of assembled design steel construction that the appearance is pleasing to the eye.
In order to realize the purpose, the utility model discloses a technical scheme:
the utility model provides an assembled design steel construction encloses fender, comprises continuous fender unit that encloses, encloses the fender unit and includes: the steel column comprises a shaping column cap, a shaping steel column, an enclosure plate and a column foundation, wherein the top of the shaping steel column is connected with the shaping column cap, the bottom of the shaping steel column is connected with the column foundation, the side surface of the shaping steel column is connected with the enclosure plate, and all the parts are connected through bolts.
The shaping column cap is connected with the tops of the 4 vertical rods of the shaping steel column through vertical connecting pieces at the bottoms of the 4 vertical rods;
the shaping column cap is connected with the 1 st horizontal keel of the enclosure baffle from bottom to top through a horizontal connecting piece;
the shaping steel column is connected with the 2 nd horizontal keel and the 3 rd horizontal keel of the enclosure baffle through horizontal connecting pieces.
The shaped steel column is connected with the column foundation through the column foot plate.
The hollow square steel size of all the rod pieces (including the vertical rod, the horizontal rod and the diagonal rod) of the utility model is 60 multiplied by 5mm.
All the connecting pieces are formed by splicing two pieces of angle steel with the thickness of 60 multiplied by 6mm, holes are reserved in the middle of the angle steel, and the angle steel of the connecting pieces and all the parts are connected and fixed through 6mm bolts penetrating through the angle steel.
The shaping cap consists of a post body and a post crown. The column body is arranged according to the square by 4 montants of 500mm of length, and the interval of two adjacent montants is 480mm.
The crown is 3 square closed square steels parallel to the ground. The sizes of the three column crowns are 720 multiplied by 720mm, 840 multiplied by 840mm and 960 multiplied by 960mm from bottom to top in sequence, the sizes are reduced by 120mm in sequence, and the whole body is in a quadrangular frustum pyramid shape with a small lower part and a big upper part. The geometric centers of the three column crowns are aligned with the center of the column body and are sequentially nested outside the vertical rod. The vertical distance between the 2 nd column cap and the 1 st column cap is 180mm, and the vertical distance between the 2 nd column cap and the 3 rd column cap is 140mm.
The 3 column crowns are welded and connected into a whole through a large cross rod with the length of 120mm, a small cross rod with the length of 60mm and 4 vertical rods.
The bottom of each of the 4 vertical rods is provided with a vertical connecting piece which is respectively connected with 4 vertical rods of the shaping steel column.
And a shaping steel column is arranged below the shaping column cap. The height of 4 vertical rods of the shaped steel column is 3600mm. And a closed square horizontal ring beam is welded at intervals of 815mm along the height direction of the steel column, so that the stability of the steel column is enhanced. The bottom of the steel column upright stanchion is welded to the surface of a column base plate, and the column base plate is placed on the upper surface of a column foundation, and the size is 600 multiplied by 6mm. The square column foundation is 600X 800mm in size and is buried underground in advance before construction. 4 pre-buried sleeves are buried in the column foundation in advance, and a column base bolt penetrates through a column foot plate to be screwed and fixedly connected with the pre-buried sleeves during installation, so that the column foot plate and the column foundation are integrated.
The enclosure baffle consists of a horizontal keel, a vertical back edge and a corrugated plate. The horizontal keel is parallel to the ground and is provided with 3 channels in total, and the length of each channel is 5400mm. From top to bottom, the vertical interval of the 1 st track and the 2 nd track is 1690mm, and the vertical interval of the 2 nd track and the 3 rd track is 1630mm. The 1 st horizontal keel is connected with the column crown at the lowest part of the column cap through a horizontal connecting piece. The rest two horizontal keels are fixedly connected with the horizontal connecting pieces at the same height on the vertical rods of the shaped steel columns.
And a vertical back ridge is arranged at the back of the enclosure baffle plate every 1800mm for supporting. The vertical back ridge is a rectangular square frame and is formed by welding 2 horizontal square steels with the height of 3600mm and 4 vertical square steels with the length of 200 mm.
The vertical back ridges are connected with each horizontal keel through a horizontal connecting piece. The corrugated plate is connected with the horizontal keel. Finally, the whole baffle plate forms a stable whole.
The utility model discloses construction speed is fast, stable in structure, and the appearance is pleasing to the eye. Because each part of the shaping component is processed in advance by a manufacturer, the construction can be completed by on-site assembly. After the project is finished, all parts can be quickly disassembled and separately stored, so that the circulation is convenient, and the parts can be repeatedly used in a plurality of projects.
Drawings
FIG. 1 is a side view of the enclosure unit of the present invention;
FIG. 2 is a top side view of the shaped cap of the present invention;
FIG. 3 is a bottom side view of the shaped cap of the present invention;
fig. 4 is a schematic view of the connection mode of the shaped cap and the shaped steel column of the present invention;
fig. 5 is a side view of the shaped steel column of the present invention;
FIG. 6 is a side view of the pier foundation and the toe plate of the present invention;
fig. 7 is a side view of the baffle of the present invention;
fig. 8 is a schematic view of the overall effect of the present invention.
In the figure, 1, a shaping column cap; 2. shaping the steel column; 3. a column foundation; 4. a surrounding baffle plate; 1-1, arranging a square column crown; 1-2, a middle square column crown; 1-3, arranging a square column crown; 1-4, a vertical rod; 1-5, a large cross bar; 1-6, a small cross bar; 1-7, horizontal connecting pieces; 1-8, vertical connecting pieces; 2-1, erecting a rod; 2-2, square horizontal ring beams; 2-3, connecting angle plates; 2-4, corrugated board; 3-1, a pedestal bolt; 3-2, a toe board; 3-3, column foundation; 3-4, embedding a sleeve; 4-1, horizontal keel; 4-2, vertical square steel; 4-3, horizontal square steel; 4-4, horizontal connecting plates.
Detailed Description
In order to make the usage purpose, technical solution and advantages of the present invention clearer, the following will clearly and completely describe the technical solution with reference to the specific embodiments of the present invention and the corresponding drawings.
As shown in fig. 1, the utility model is composed of a shaped column cap 1, a shaped steel column 2, an enclosure 4 and a column foundation 3. Before installation, all parts are processed by manufacturers and transported to the site for assembly. Each part is connected with the bolt through the angle steel connecting piece, and the installation is convenient. After the fence is used, the dismantling and separating of 4 parts can be realized only by loosening bolts on the connecting piece and the column foot plate, and the completeness of each part can be ensured conveniently.
As shown in fig. 2 and 3, the shaped cap is formed by 3 square crowns (an upper square crown 1-1, a middle square crown 1-2 and a lower square crown 1-3) nested outside 4 vertical rods 1-4, and the height of the vertical rods 1-4 is 500mm. The upper square column crown 1-1, the middle square column crown 1-2 and the lower square column crown 1-3 are all formed by welding 4 square steel heads. For the sake of attractive overall effect, the length of the square is sequentially increased by 120mm according to the sequence from bottom to top of the upper square column cap 1-1, the middle square column cap 1-2 and the lower square column cap 1-3. Meanwhile, the vertical spacing distance between the 3 layers of column crowns is 180mm and 140mm, so that the whole column cap is more harmonious in modeling.
Because the clear distance between adjacent vertical rods is 480mm, and the cross section of each vertical rod is 60 multiplied by 60mm, the width of the column body of the whole shaping column cap is 600 multiplied by 600mm. The cavity size of the lower square column cap 1-3 at the bottom is 600 x 600mm, so that the lower square column cap 1-3 at the bottom can be directly welded to the outer side surfaces of 4 vertical rods 1-4.
The size of the hollow hole of the middle square column crown 1-2 is 720 multiplied by 720mm, the clear distance between the middle square column crown 1-2 and the outer side surfaces of the 4 vertical rods 1-4 is 120mm, and the middle square column crown 1-2 and the 4 vertical rods 1-4 are respectively welded and connected through a left small transverse rod 1-6 and a right small transverse rod 1-6 with the length of 60mm. In the same way, the upper square column crown 1-1 at the top is welded with the vertical rod 1-4 through the large cross rod 1-5 with the length of 120mm.
As shown in figure 4, the bottoms of 4 vertical rods 1-4 of the shaped column cap are respectively provided with a vertical connecting piece 1-8 which is connected with the top of the shaped steel column. Meanwhile, the left side and the right side of the lower square column cap 1-3 at the lowest part are respectively provided with a horizontal connecting piece 1-7 which is used for connecting and fixing a horizontal keel 4-1 at the top of the enclosure baffle 4.
As shown in fig. 5, the shaft of the shaped steel column 2 is composed of 4 vertical rods 2-1, and the position and size of the vertical rod 2-1 are completely the same as that of the 4 vertical rods 1-4 of the shaped cap 1. In order to strengthen the stability of the steel column, a closed square horizontal ring beam 2-2 is welded at intervals of 815mm by using square steel with the length of 480mm, and the distance between the 1 st ring beam and the ground is 100mm.
Corrugated plates 2-4 are wrapped outside the shaped steel column 2 to serve as enclosure skins. The installation of the decorative line or the font can be carried out thereon.
As shown in fig. 6, the lower portion of each of the shaped steel columns 2 is coupled to the column base 3. The column foundation 3 is an independent rectangular foundation with the size of 600X 800mm and the concrete grade of C30. Before construction, a foundation pit of a column foundation needs to be excavated, and the foundation is buried by more than 700 mm.
The upper surface of the column foot plate 3-2 is welded on the shaped steel column 2. 4 embedded sleeves 3-4 with the length of 400mm are embedded in the column foundation 3 before pouring. The column base bolt 3-1 penetrates through the column foot plate 3-2 and then is screwed and fixed into the embedded sleeve 3-4, so that the column foot plate 3-2 and the column foundation 3 are connected into a whole. The size of the toe board 3-2 is 600 multiplied by 6mm, the diameter of the toe bolt is 12mm, and the length is 500mm.
As shown in fig. 7, the enclosure plate 4 is composed of horizontal keels 4-1, corrugated boards 2-4 and vertical back ridges.
The vertical back edge is composed of two parallel vertical square steels 4-2 and a plurality of horizontal square steels 4-3, and a plurality of horizontal square steels 4-3 are welded between the two parallel vertical square steels 4-2.
The vertical back edge is connected with the horizontal keel 4-1 through a horizontal connecting plate 4-4 by bolts.
After the shaped steel columns are fixed on the ground, two adjacent shaped steel columns are connected by using 3 horizontal keels 4-1 with the length of 5400mm. The horizontal keel 4-1 is fixed with a connecting angle plate 2-3 at the lower part of the shaping column cap. The connecting angle plate 2-3 is made of a piece of angle steel.
In order to strengthen the stability and the wind resistance of the enclosure, a vertical back edge is arranged every 1800mm along the direction of the horizontal keel. The height of the vertical back ridge is 3200mm, and the width of the vertical back ridge is 320mm. Simultaneously, the corrugated sheet height that entirely encloses the fender outside is 3500mm, and the bottom is 100mm apart from ground as the vent, prevents to enclose that the fender receives too big wind-force and emptys.
As shown in fig. 8, the whole enclosure is formed by connecting a plurality of identical enclosure units. The mountable illumination lamps and lanterns in the design cap post, the post outside also can set up molding lines or lamp house as required with enclosing the baffle outside, promote whole aesthetic property and the unity that enclose the fender.
Claims (6)
1. An assembled shaped steel structure construction enclosure is composed of continuous enclosure units; every encloses fender unit and comprises design cap (1), design steel column (2), column foundation (3) and fender (4), its characterized in that: the shaping column cap (1) is connected with the tops of 4 vertical rods (2-1) of the shaping steel column (2) through vertical connecting pieces (1-8) at the bottoms of the 4 vertical rods (1-4); the shaping column cap (1) is connected with the 1 st horizontal keel (4-1) of the enclosure baffle (4) from bottom to top through horizontal connecting pieces (1-7); the shaping steel column (2) is connected with the 2 nd horizontal keel and the 3 rd horizontal keel (4-1) of the enclosure baffle (4) through connecting angle plates (2-3); the shaped steel column (2) is connected with the column foundation (3) through a column foot plate (3-2).
2. The assembled sizing steel structure construction fence of claim 1, which is characterized in that: the shaping column cap (1) is formed by welding 3 closed square column crowns, 4 vertical rods (1-4), 4 vertical connecting pieces (1-8), 2 horizontal connecting pieces (1-7), 4 large cross rods (1-5) and 4 small cross rods (1-6); the size of the upper square column cap (1-1) is 960 multiplied by 960mm, the size of the middle square column cap (1-2) is 840 multiplied by 840mm, and the size of the lower square column cap (1-3) is 720 multiplied by 720mm; the length of the 4 big cross bars (1-5) is 120mm, and the length of the 4 small cross bars (1-6) is 60mm.
3. The fabricated forming steel structure construction fence as defined in claim 2, wherein 4 vertical rods (1-4) are arranged vertically to the ground to form a square; the three square column crowns are arranged in parallel with the ground at intervals; the upper square column crown (1-1), the middle square column crown (1-2) and the lower square column crown (1-3) are sequentially and centrally nested outside the 4 vertical rods (1-4) from bottom to top;
the inner side of the upper square column crown (1-1) is directly welded to the outer sides of the 4 vertical rods (1-4); the inner side of the middle square column crown (1-2) is welded with the outer sides of 4 vertical rods (1-4) through small cross rods (1-6); the inner sides of the lower square column crowns (1-3) are welded with the outer sides of 4 vertical rods (1-4) through large cross rods (1-5).
4. The assembled sizing steel structure construction fence as defined in claim 2 or 3, wherein: the bottom of each vertical rod (1-4) is provided with a vertical connecting piece (1-8), and the square steel at the left side and the right side of the upper square column crown (1-1) is respectively provided with a horizontal connecting piece (1-7);
two angle steels of the vertical connecting piece (1-8) are respectively placed at the bottom of the vertical rod (1-4) and the top of the vertical rod (2-1) of the shaped steel column (2); two angle steels of the horizontal connecting piece (1-7) are respectively placed at the middle parts of the square steels at the left side and the right side of the lower square column crown (1-3) and at two ends of the horizontal keel (4-1) at the top of the enclosure baffle (4).
5. The assembly type setting steel structure construction surrounding barrier as claimed in claim 1, characterized in that: the upright rods (2-1) are welded on the upper surface of the column foot plate (3-2); the column foundation (3) is buried under the ground; 4 column base bolts (3-1) penetrate through the column foot plates (3-2) and are fixedly connected with 4 embedded sleeves (3-4) embedded in the column foundation (3) in a screwing mode; from bottom to top, the middle parts of the left and right side surfaces of the 1 st square horizontal ring beam and the 3 rd square horizontal ring beam are respectively provided with a connecting angle plate (2-3), and the connecting angle plates (2-3) are connected with the horizontal keel on the enclosure baffle (4).
6. The assembled sizing steel structure construction fence of claim 1, which is characterized in that: the enclosure baffle (4) consists of a horizontal keel (4-1), a vertical back edge, a connecting angle plate (2-3) and a corrugated plate (2-4); the 3 horizontal keels (4-1) are arranged in parallel and fixed with the corrugated boards (2-4); the 1 st horizontal keel (4-1) and the 2 nd horizontal keel (4-1) are connected with the square horizontal ring beam (2-2) of the shaping steel column (2) through a connecting angle plate (2-3) from bottom to top, and the 3 rd horizontal keel (4-1) is connected with the lower square column crown (1-3) of the shaping column cap (1) through a horizontal connecting piece (1-7); the vertical back edge is formed by welding 2 vertical square steels (4-2) and a plurality of horizontal square steels (4-3); the vertical back edge is connected with 3 horizontal keels (4-1) on the enclosure baffle (4) through horizontal connecting plates (4-4) arranged on the left side and the right side of the vertical square steel (4-2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222433041.2U CN218375789U (en) | 2022-09-14 | 2022-09-14 | Fender is enclosed in construction of assembled design steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222433041.2U CN218375789U (en) | 2022-09-14 | 2022-09-14 | Fender is enclosed in construction of assembled design steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218375789U true CN218375789U (en) | 2023-01-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222433041.2U Active CN218375789U (en) | 2022-09-14 | 2022-09-14 | Fender is enclosed in construction of assembled design steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218375789U (en) |
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2022
- 2022-09-14 CN CN202222433041.2U patent/CN218375789U/en active Active
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