CN220620187U - Can have enough to meet need steel construction mortar jar basis - Google Patents
Can have enough to meet need steel construction mortar jar basis Download PDFInfo
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- CN220620187U CN220620187U CN202322243827.2U CN202322243827U CN220620187U CN 220620187 U CN220620187 U CN 220620187U CN 202322243827 U CN202322243827 U CN 202322243827U CN 220620187 U CN220620187 U CN 220620187U
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- base
- longitudinal
- platform
- cross beam
- truss
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 39
- 239000010959 steel Substances 0.000 title claims abstract description 39
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 title claims description 5
- 238000003466 welding Methods 0.000 claims description 19
- 230000007306 turnover Effects 0.000 abstract description 11
- 239000004567 concrete Substances 0.000 abstract description 5
- 230000008093 supporting effect Effects 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a turnover steel structure mortar tank foundation, which comprises: the base pull beam is parallel to the transverse trusses and welded to the bottoms of the two longitudinal trusses; the longitudinal truss consists of a base longitudinal beam, a platform longitudinal beam and an upright post; the transverse truss platform consists of a base beam, a platform beam and inclined struts. The utility model has good supporting effect, can be welded and processed outside the field in advance, is shaped and manufactured, is convenient for turnover, and solves the problem that the mortar tank foundation in the prior art can not be recycled from concrete pouring, maintenance to time and labor consumption breaking.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a turnover steel structure mortar tank foundation.
Background
In the construction process of the later secondary structure and decoration of various building projects, a large amount of mortar is generally needed, and in order to reduce environmental pollution, the mortar used on site is premixed mortar, so that a plurality of mortar tanks for storing the premixed mortar are used on site. In the prior art, each mortar tank is installed and all needs to make a basis with reinforced concrete, according to the needs of different mounted positions, the demand of installing the basis to the mortar tank is great, moreover, each mortar tank is installed the basis because it is difficult to move to be concrete preparation, once the mortar tank mounted position changes then needs to make the basis again, original basis can not repeated turnover and utilization, causes the waste of manufacturing material and manpower. And if the position of the mortar tank concrete foundation is just constructed on the garage roof, the later waterproof construction is not facilitated, so the mortar tank concrete foundation has technical defects and needs to be improved.
Disclosure of Invention
The utility model aims to provide a turnover steel structure mortar tank foundation, which can solve the problem that the mortar tank foundation is labor-consuming and can not be repeatedly used from manufacturing to material breaking in the prior art.
In order to achieve the above object, the present utility model provides the following technical solutions:
a recyclable steel structure mortar tank foundation comprising: the base pull beam is parallel to the transverse trusses and welded to the bottoms of the two longitudinal trusses; the longitudinal truss consists of a base longitudinal beam, a platform longitudinal beam and an upright post; the base longitudinal beam and the platform longitudinal beam are horizontally arranged and aligned front and back, the upright posts are perpendicular to the base longitudinal beam, the upper end and the lower end of each upright post are respectively welded with the platform longitudinal beam and the base longitudinal beam, and each longitudinal truss is provided with at least 3 upright posts and even in arrangement interval; the transverse truss platform consists of a base beam, a platform beam and inclined struts; the base cross beam and the platform cross beam are horizontally arranged and aligned left and right, two diagonal braces are arranged, the upper end and the lower end of each diagonal brace are respectively welded at the diagonal ends of the platform cross beam and the base cross beam, and the two diagonal braces are arranged in a crossing manner; the height of the longitudinal truss is the same as that of the transverse truss; the left end and the right end of the base cross beam are respectively welded with the base longitudinal beams at the two sides; the left end and the right end of the platform cross beam are respectively welded with the platform longitudinal beams on the two sides; the left end and the right end of the base pull beam are respectively welded with the base longitudinal beams at the two sides; the base longitudinal beam, the platform longitudinal beam, the base cross beam and the platform cross beam are formed by welding more than two square steel pipes side by side; the upright posts are round steel pipes; the inclined strut is a square steel tube.
Further optimization, the base longitudinal beam and the platform longitudinal beam are formed by welding three identical square steel pipes side by side, the base cross beam and the platform cross beam are formed by welding two identical square steel pipes side by side, and the cross sections of the square steel pipes of the welded base longitudinal beam, the platform longitudinal beam, the base cross beam and the platform cross beam are identical in size and shape.
Further, each longitudinal truss is provided with 3 upright posts, wherein two upright posts are positioned at two ends, and the other upright post is positioned in the middle; the welding positions of the left end and the right end of the base pull beam at the base longitudinal beam correspond to the positions of the upright posts arranged in the middle.
Compared with the prior art, the utility model has the following advantages:
1) The utility model is formed by welding the longitudinal and transverse trusses into the framework, the middle base is provided with the bracing beams, the diagonal bracing is in cross design, the upright posts are arranged between the base cross beam and the platform cross beam, and the framework structure is formed by welding connection, so that the support effect is good, the stability is strong, and the turnover is easy to move.
2) The utility model adopts the side-by-side square steel pipes and round steel pipes to weld the frameworks, ensures the supporting strength, further lightens the weight of the foundation and is convenient for turnover.
3) The mortar tank foundation can be welded and processed in advance outside the field, is shaped and manufactured, is convenient to turn around and construct, and solves the problem that the mortar tank foundation in the prior art is time-consuming and labor-consuming from concrete pouring, curing to breaking and can not be turned around for reuse.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a mortar tank foundation with a turnover steel structure.
Fig. 2 is a schematic top view of the mortar tank foundation with the turnover steel structure.
Fig. 3 is a schematic side view of the mortar tank foundation with the turnover steel structure.
Fig. 4 is a schematic rear view of the mortar tank foundation with the turnover steel structure.
Reference numerals:
1. a base longitudinal beam; 2. a platform longitudinal beam; 3. a column; 4. a base beam is pulled; 5. a base cross beam; 6. a platform beam; 7. and (5) diagonal bracing.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
In the description of the present utility model, unless otherwise indicated, the meaning of "plurality" means two or more; the terms "upper," "lower," "left," "right," "front," "rear," "middle," and the like refer to an orientation or positional relationship based on that shown in the drawings, for convenience of description and simplicity of description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus are not to be construed as limiting the utility model.
Example 1
As shown in fig. 1, a recyclable steel structure mortar tank foundation, comprising: two parallel and axisymmetric longitudinal trusses,
the transverse trusses are vertically welded at the rear ends of the two longitudinal trusses, and the base pull beams 4 are parallel to the transverse trusses and welded at the bottoms of the two longitudinal trusses.
The longitudinal truss consists of a base longitudinal beam 1, a platform longitudinal beam 2 and an upright post 3; the base longitudinal beam 1 and the platform longitudinal beam 2 are horizontally arranged and aligned front and back, the upright posts 3 are perpendicular to the base longitudinal beam 1, the upper end and the lower end of each upright post 3 are welded with the platform longitudinal beam 2 and the base longitudinal beam 1 respectively, and each longitudinal truss is provided with 3 upright posts 3 and is uniformly spaced.
The transverse truss platform consists of a base beam 5, a platform beam 6 and diagonal braces 7; the base cross beam 5 and the platform cross beam 6 are horizontally arranged and are aligned left and right, two diagonal braces 7 are arranged, the upper end and the lower end of each diagonal brace 7 are welded at the diagonal ends of the platform cross beam 6 and the base cross beam 5 respectively, and the two diagonal braces 7 are arranged in a crossing mode and are of an X shape.
The height of the longitudinal truss is the same as that of the transverse truss; the left end and the right end of the base cross beam 5 are respectively welded with the base longitudinal beams 1 at the two sides; the left end and the right end of the platform cross beam 6 are respectively welded with the platform longitudinal beams 2 at the two sides; the left end and the right end of the base pull beam 4 are respectively welded with the base longitudinal beams 1 on the two sides. The whole foundation is half-frame type.
In this embodiment: the base longitudinal beam 1, the platform longitudinal beam 2, the base cross beam 5 and the platform cross beam 6 are all formed by welding square steel pipes side by side; the upright post 3 is a round steel pipe, and the diagonal bracing 7 is a square steel pipe. The base longitudinal beam 1 and the platform longitudinal beam 2 are formed by welding three identical square steel pipes side by side, and the base transverse beam 5 and the platform transverse beam 6 are formed by welding two identical square steel pipes side by side.
Three columns 3 arranged on each longitudinal truss, two of which are positioned at two ends and the other of which is positioned in the middle; the welding positions of the left end and the right end of the base pull beam 4 at the base longitudinal beam 1 correspond to the positions of the upright posts 3 arranged in the middle.
Specifically, the base longitudinal beam 1 is formed by welding three 80×80×3mm square steel pipes side by side, six base cross beams 5 are formed by welding two 80×80×3mm square steel pipes side by side, and the middle base bracing beam 4 is formed by welding 80×80×3mm square steel pipes side by side.
Specifically, the columns 3 are A300×5mm steel pipes, and the total number of the columns is six.
Specifically, each side of the platform longitudinal beam 2 is formed by welding three 80×80×3mm square steel pipes side by side, six in total, and the platform cross beam 6 is formed by welding two 80×80×3mm square steel pipes side by side.
Specifically, the inclined strut 7 is formed by intersecting two square tubes with the length of 80 multiplied by 3mm, and the side view of the inclined strut 7 is in an X shape and is arranged at the rear end so as to be more stable.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (3)
1. Can have enough to meet need steel construction mortar jar basis, its characterized in that: comprising the following steps:
two parallel and axisymmetric longitudinal trusses,
a transverse truss vertically welded to the rear ends of the two longitudinal trusses,
and a base pull beam (4) parallel to the transverse truss and welded to the bottoms of the two longitudinal trusses;
the longitudinal truss consists of a base longitudinal beam (1), a platform longitudinal beam (2) and an upright post (3); the base longitudinal beam (1) and the platform longitudinal beam (2) are horizontally arranged and aligned front and back, the upright posts (3) are perpendicular to the base longitudinal beam (1), the upper end and the lower end of each upright post (3) are respectively welded with the platform longitudinal beam (2) and the base longitudinal beam (1), and each longitudinal truss is provided with at least 3 upright posts (3) and even in arrangement interval;
the transverse truss platform consists of a base cross beam (5), a platform cross beam (6) and inclined struts (7); the base cross beam (5) and the platform cross beam (6) are horizontally arranged and aligned left and right, two inclined struts (7) are arranged, the upper end and the lower end of each inclined strut (7) are respectively welded at the diagonal ends of the platform cross beam (6) and the base cross beam (5), and the two inclined struts (7) are arranged in a crossing mode;
the height of the longitudinal truss is the same as that of the transverse truss; the left end and the right end of the base cross beam (5) are respectively welded with the base longitudinal beams (1) at the two sides; the left end and the right end of the platform cross beam (6) are respectively welded with the platform longitudinal beams (2) at the two sides; the left end and the right end of the base pull beam (4) are respectively welded with the base longitudinal beams (1) at the two sides;
the base longitudinal beam (1), the platform longitudinal beam (2), the base cross beam (5) and the platform cross beam (6) are formed by welding more than two square steel pipes side by side; the upright post (3) is a round steel pipe; the diagonal brace (7) is a square steel tube.
2. The recyclable steel structure mortar tank foundation of claim 1, wherein: the base longitudinal beam (1) and the platform longitudinal beam (2) are formed by welding three identical square steel pipes side by side, the base cross beam (5) and the platform cross beam (6) are formed by welding two identical square steel pipes side by side, and the cross sections of the square steel pipes of the welded base longitudinal beam (1), the platform longitudinal beam (2), the base cross beam (5) and the platform cross beam (6) are identical in shape.
3. The recyclable steel structure mortar tank foundation of claim 1, wherein: each longitudinal truss is provided with 3 upright posts (3), two of which are positioned at two ends and the other of which is positioned in the middle; the welding positions of the left end and the right end of the base pull beam (4) at the base longitudinal beam (1) correspond to the positions of the upright posts (3) arranged in the middle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322243827.2U CN220620187U (en) | 2023-08-21 | 2023-08-21 | Can have enough to meet need steel construction mortar jar basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322243827.2U CN220620187U (en) | 2023-08-21 | 2023-08-21 | Can have enough to meet need steel construction mortar jar basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220620187U true CN220620187U (en) | 2024-03-19 |
Family
ID=90228632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322243827.2U Active CN220620187U (en) | 2023-08-21 | 2023-08-21 | Can have enough to meet need steel construction mortar jar basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220620187U (en) |
-
2023
- 2023-08-21 CN CN202322243827.2U patent/CN220620187U/en active Active
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