CN217782594U - Iron reinforcement braced system on super thick bottom plate that can install fast - Google Patents
Iron reinforcement braced system on super thick bottom plate that can install fast Download PDFInfo
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- CN217782594U CN217782594U CN202222041351.XU CN202222041351U CN217782594U CN 217782594 U CN217782594 U CN 217782594U CN 202222041351 U CN202222041351 U CN 202222041351U CN 217782594 U CN217782594 U CN 217782594U
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 62
- 230000002787 reinforcement Effects 0.000 title claims abstract description 33
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 230000008093 supporting effect Effects 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 abstract description 18
- 238000012545 processing Methods 0.000 abstract description 6
- 238000009435 building construction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 5
- 238000005457 optimization Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 108010068370 Glutens Proteins 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000021312 gluten Nutrition 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building construction, in particular to a quick-mounting iron reinforcement supporting system on super-thick bottom plate, which comprises at least two lattice columns and an I-shaped steel beam for connecting two adjacent lattice columns, wherein each lattice column comprises four stand columns and a beam or a longitudinal beam arranged between the two adjacent stand columns, the beams and the longitudinal beams are divided into an upper layer and a lower layer, the top surface of the upper layer beam and the top surfaces of the stand columns are positioned on the same horizontal plane, and the height of the top surface of the upper layer longitudinal beam is lower than that of the top surface of the upper layer beam; the top surfaces of the I-shaped steel cross beams connected with the upper layer longitudinal beams and the top surfaces of the stand columns are positioned on the same horizontal plane; and a reinforcing cross beam is further arranged between every two adjacent lattice columns and is connected with the lattice columns through the lower-layer longitudinal beams. The utility model discloses a form of lattice column processing word steel crossbeam for the efficiency of construction of stirrup shortens the engineering time, reduces measure engineering time in the bottom plate construction.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to iron reinforcement braced system on super thick bottom plate that can install fast.
Background
With the rapid development of society, super high-rise buildings gradually become a great trend, and during the construction of large super high-rise complex buildings, because of large dead load, foundation bottom plates are all designed to be super thick and large-volume concrete in order to ensure the bearing capacity of the foundation. The foundation slab is usually constructed by building a formwork, binding a steel reinforcement framework on the formwork and then pouring concrete. In order to ensure that the steel reinforcement framework does not shift, the steel reinforcement framework needs to be fixed before pouring. It is common practice to provide stirrup structures between the layers of the rebar grid to support the rebar structure.
Conventional stirrup construction and installation inserts the pole setting after having set up end muscle at the bottom plate, then cuts the welding and assembles on the basis of pole setting, and the engineering time overlength leads to the construction of gluten to receive the restriction of stirrup construction progress. And the pole setting is higher, and the phenomenon of toppling easily takes place in the installation, and the stirrup adopts 50 ~ 100 mm's small cross section angle steel preparation usually simultaneously, and this has led to the stirrup to support the interval too closely, restricts the construction speed more.
SUMMERY OF THE UTILITY MODEL
Therefore, the to-be-solved technical problem of the utility model lies in overcoming the defect that stirrup engineering time is long among the prior art, the efficiency of construction is low to iron steel bar support system on the super thick bottom plate that can install fast is provided.
A quickly-installed iron reinforcement supporting system on an ultra-thick bottom plate comprises at least two lattice columns and an I-shaped steel cross beam for connecting the two adjacent lattice columns, wherein each lattice column comprises four stand columns and a cross beam or a longitudinal beam arranged between the two adjacent stand columns, the cross beam and the longitudinal beam are divided into an upper layer and a lower layer, the top surface of the cross beam on the upper layer and the top surfaces of the stand columns are located on the same horizontal plane, and the height of the top surface of the longitudinal beam on the upper layer is lower than that of the top surface of the cross beam on the upper layer; the I-shaped steel cross beam is fixedly connected with the constructional column through the upper-layer longitudinal beam and is positioned on the same vertical plane with the cross beam, and the top surface of the I-shaped steel cross beam connected with the upper-layer longitudinal beam and the top surface of the upright column are positioned on the same horizontal plane; and a reinforcing cross beam is further arranged between every two adjacent lattice columns and is connected with the lattice columns through the lower-layer longitudinal beams.
As the preferable super-thick bottom plate upper iron steel bar supporting system which can be installed quickly in the novel use mode, the inclined strut is arranged between the upper-layer cross beam and the lower-layer cross beam.
As an optimization of the novel medium-sized and quickly-mountable ultra-thick base plate upper iron steel bar supporting system, the bottom of the upright post is provided with a connecting piece.
As an optimization of the super-thick bottom plate upper iron steel bar supporting system capable of being installed quickly in the novel use, the stand column, the cross beam, the longitudinal beam, the inclined strut, the connecting piece and the reinforcing cross beam are galvanized angle steel.
As an optimization of the novel medium-thickness steel bar supporting system on the super-thick bottom plate capable of being installed quickly, the specification of the I-shaped steel used by the I-shaped steel cross beam is 14#.
As an optimization of the super-thick bottom plate upper iron reinforcement supporting system capable of being installed quickly in the novel use, the stand column is perpendicular to the upper iron reinforcement, and the upper layer cross beam, the upper layer longitudinal beam and the I-shaped steel cross beam are all parallel to the upper iron reinforcement.
The utility model discloses technical scheme has following advantage:
1. the utility model discloses carry out the modularized design with the stirrup, be lattice column, I-steel crossbeam and reinforcement crossbeam with its split, the unloading processing preparation in advance, only need in the installation with the lattice column respectively with I-steel crossbeam with reinforce the crossbeam weld can, shortened the engineering time of stirrup in bottom plate reinforcing bar work progress for the construction progress.
2. The utility model discloses connect through I-steel crossbeam and reinforcement crossbeam between two adjacent lattice columns in, increased the cross-section bending resistance of stirrup to increase the support interval of stirrup, reduce the construction degree of difficulty, improve the efficiency of construction.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the prior art descriptions will be briefly described below, it is obvious that the drawings in the following descriptions are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a top view of the structure of the present invention.
Fig. 3 isbase:Sub>A schematic structural view ofbase:Sub>A sectionbase:Sub>A-base:Sub>A in fig. 2.
Fig. 4 is an enlarged schematic view of the structure at C in fig. 3.
Fig. 5 is a schematic structural view of a section B-B in fig. 2.
Description of reference numerals:
1. a column; 2. a cross beam; 3. a longitudinal beam; 4. bracing; 5. a connecting member; 6. an I-steel beam; 7. and (5) reinforcing the cross beam.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. 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.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", 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 simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected" and "connected" are to be construed broadly, and may be, for example, 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 in specific cases to those skilled in the art.
Furthermore, the technical features mentioned in the different embodiments of the invention described below can be combined with each other as long as they do not conflict with each other.
Example 1
The embodiment provides a quick-mounting iron reinforcement supporting system on an ultra-thick bottom plate, which comprises at least two lattice columns and two I-steel cross beams 6 used for connecting the two adjacent lattice columns, wherein each lattice column comprises 4 upright columns 1 which are distributed in a rectangular shape, and a cross beam 2 or a longitudinal beam 3 arranged between the two adjacent upright columns 1, the cross beam 2 and the longitudinal beam 3 are divided into an upper layer and a lower layer, the top surface of the upper layer cross beam and the top surfaces of the upright columns 1 are positioned on the same horizontal plane, and the height of the top surface of the upper layer longitudinal beam is lower than that of the top surface of the upper layer cross beam; the two I-shaped steel cross beams 6 are respectively welded with two ends of the upper-layer longitudinal beam, are positioned on the same vertical surface with the cross beams 2 on two sides of the longitudinal beam 3, and the top surfaces of the I-shaped steel cross beams 6 connected with the upper-layer longitudinal beam and the top surfaces of the stand columns 1 are positioned on the same horizontal plane; still be provided with the reinforcement crossbeam 7 that is used for strengthening overall stability between two adjacent lattice columns, it is connected with the lattice column through lower floor's longeron.
Adopt above-mentioned structure, be the modularization with the stirrup design, the unloading processing installation in advance makes stirrup processing time not occupy the key line of bottom plate time limit for a project, inserts the construction in advance, practices thrift the engineering time of stirrup. Connect through I-steel crossbeam 6 and reinforcement crossbeam 7 between two adjacent lattice columns, increased the cross-section bending resistance of stirrup to increase the support interval of stirrup, reduce the construction degree of difficulty, improved the efficiency of construction.
In the present embodiment, in order to enhance the overall stability of the lattice column, a diagonal brace 4 is disposed between the upper and lower beams.
In this embodiment, for the convenience of location and ensure that the installation of lattice column is stable, the bottom of stand 1 all is provided with connecting piece 5, and the lattice column passes through connecting piece 5 to be set up on lower iron reinforcement.
In the embodiment, the upright column 1, the cross beam 2, the longitudinal beam 3, the diagonal brace 4, the connecting piece 5 and the reinforcing cross beam 7 are galvanized angle steel of less than 100.
By adopting the structure, the galvanized angle steel is one of common materials in a construction site, and is adopted as a manufacturing raw material, so that the galvanized angle steel is convenient for operators to manufacture according to the actual requirements of the construction site.
In this embodiment, the i-steel used for the i-steel beam 6 is 14# i-steel, and a large-section channel steel may also be used instead of the i-steel.
In this embodiment, this braced system sets up between upper and lower iron reinforcement structure, and its bottom is connected with iron reinforcement down through connecting piece 5, and its top is connected with last iron reinforcement through lattice column crossbeam and I-steel crossbeam 6. In order to make the utility model discloses can closely link up and play good supporting effect with upper and lower iron reinforcement, the iron reinforcement on the stand 1 perpendicular to, lattice column crossbeam and I-steel crossbeam 6 all are on a parallel with the iron reinforcement.
In this embodiment, the lattice column, the inclined strut 4, the connecting member 5, the i-steel beam 6 and the reinforcing beam 7 are connected by welding.
Example 2
The embodiment is a construction process of the support system in embodiment 1:
s1: and calculating the elevation of the upright post 1 in the lattice column according to the position, the plate thickness and the reinforcing bars of the plan view, and drawing processing drawings of the lattice columns with different specifications respectively.
S2: and (3) welding by adopting galvanized angle steel of 100 to form a lattice column according to the processing diagram, and temporarily not installing the upper layer longitudinal beam connected with the I-shaped steel cross beam 6.
S3: the bottom of the upright post 1 is welded with an angle iron connecting piece 5 so as to increase the contact area of the upright post 1 and the lower iron reinforcement, and the latticed column is installed to the specified position on the bound lower iron reinforcement according to the plan view, and the stability of the installation of the latticed column is ensured.
S4: and rechecking the elevation of the top of the lattice column, determining the position of the upper-layer beam for supporting the I-steel beam 6, and welding and fixing.
S5: and placing the I-shaped steel cross beam 6 and welding and fixing the I-shaped steel cross beam with the upper layer cross beam. The binding of the iron reinforcement structure can be started.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications can be made without departing from the scope of the invention.
Claims (6)
1. The utility model provides an iron steel bar braced system on super thick bottom plate that can install fast which characterized in that: the lattice column comprises at least two lattice columns and I-shaped steel cross beams (6) connecting the two adjacent lattice columns, each lattice column comprises four stand columns (1) and cross beams (2) or longitudinal beams (3) arranged between the two adjacent stand columns (1), the cross beams (2) and the longitudinal beams (3) are divided into an upper layer and a lower layer, the top surfaces of the cross beams on the upper layer and the top surfaces of the stand columns (1) are located on the same horizontal plane, and the top surfaces of the longitudinal beams on the upper layer are lower than the top surfaces of the cross beams on the upper layer; the I-shaped steel cross beam (6) is fixedly connected with the constructional column through the upper-layer longitudinal beam and is positioned on the same vertical plane with the cross beam (2), and the top surface of the I-shaped steel cross beam (6) connected with the upper-layer longitudinal beam and the top surface of the upright column (1) are positioned on the same horizontal plane; and a reinforcing cross beam (7) is further arranged between every two adjacent lattice columns and is connected with the lattice columns through the lower-layer longitudinal beams.
2. The system for supporting iron reinforcement on ultra-thick floor capable of being quickly installed according to claim 1, wherein a diagonal brace (4) is arranged between the upper and lower beams.
3. The system for supporting iron reinforcement on ultra-thick floors that can be quickly installed according to claim 2, characterized in that the bottom of the upright (1) is provided with a connector (5).
4. The quickly mountable supporting system for iron reinforcement on an ultra-thick base plate according to claim 3, characterized in that the upright posts (1), the cross beams (2), the longitudinal beams (3), the diagonal braces (4), the connecting pieces (5) and the reinforcing cross beams (7) are galvanized angle steel.
5. The quickly mountable supporting system for iron reinforcement on ultra-thick base plates according to claim 1, wherein the i-steel used for the i-steel beam (6) has a specification of 14#.
6. The quickly mountable supporting system for iron reinforcement on ultra-thick base plates according to claim 1, characterized in that the vertical columns (1) are perpendicular to the iron reinforcement, and the upper cross beam, the upper longitudinal beam and the i-beam (6) are parallel to the iron reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222041351.XU CN217782594U (en) | 2022-08-04 | 2022-08-04 | Iron reinforcement braced system on super thick bottom plate that can install fast |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222041351.XU CN217782594U (en) | 2022-08-04 | 2022-08-04 | Iron reinforcement braced system on super thick bottom plate that can install fast |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217782594U true CN217782594U (en) | 2022-11-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222041351.XU Active CN217782594U (en) | 2022-08-04 | 2022-08-04 | Iron reinforcement braced system on super thick bottom plate that can install fast |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217782594U (en) |
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2022
- 2022-08-04 CN CN202222041351.XU patent/CN217782594U/en active Active
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