CN220599188U - Shaped steel beam template reinforced structure - Google Patents
Shaped steel beam template reinforced structure Download PDFInfo
- Publication number
- CN220599188U CN220599188U CN202322119035.4U CN202322119035U CN220599188U CN 220599188 U CN220599188 U CN 220599188U CN 202322119035 U CN202322119035 U CN 202322119035U CN 220599188 U CN220599188 U CN 220599188U
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- steel beam
- bolt
- shaped steel
- template
- fixed
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 77
- 239000010959 steel Substances 0.000 title claims abstract description 77
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 abstract description 3
- 230000002093 peripheral effect Effects 0.000 description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 9
- 238000005266 casting Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 7
- 239000004567 concrete Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000003491 array Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to the technical field of reinforced structures of reinforced concrete beams, and particularly relates to a reinforced structure of a shaped steel beam template, which comprises a shaped steel beam and a pouring template positioned on the periphery of the shaped steel beam, wherein the shaped steel beam is connected with the pouring template by virtue of anchor bolts, two sides of a web plate of the shaped steel beam are respectively fixed with a fixed seat, the fixed seats are of C-shaped groove structures, a notch of each fixed seat faces the pouring template, one end of each anchor bolt is provided with a limiting seat, and the limiting seats are embedded in the fixed seats and have the degree of freedom of sliding along the C-shaped groove structures of the fixed seats.
Description
Technical Field
The utility model belongs to the technical field of reinforced structures of steel concrete beams, and particularly relates to a reinforced structure of a section steel beam template.
Background
In recent years, steel reinforced concrete beams are widely used, and have the advantages of high strength, low construction cost and the like, the steel reinforced concrete beams are composed of concrete, steel sections and peripheral steel bars, a casting template is required to be built in the construction process, the steel sections in the center of the casting template are fixedly connected with the casting template by means of anchor bolts, and then the concrete is cast in a cavity of the casting template.
In the traditional construction process, the formwork is penetrated to bolt the anchor bolt with being fixed between the week side pouring template of mould steel beam in general, but this connection fixed mode can't adjust the lateral position of anchor bolt after fixed, and when peripheral reinforcing bar was comparatively intensive, the anchor bolt obstructed the reinforcing bar position, leads to peripheral reinforcing bar unable installation.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model provides the reinforcing structure of the shaped steel beam template, wherein the two sides of the web plate of the shaped steel beam are provided with the C-shaped groove-shaped fixing seats, and the end parts of the anchor bolts are provided with the limiting seats embedded in the fixing seats, so that the anchor bolts can transversely move along the C-shaped groove-shaped structures of the fixing seats by means of the limiting seats, the spacing between the adjacent anchor bolts is adjusted, the anchor bolts avoid peripheral reinforcing steel bars, and the normal installation of the peripheral reinforcing steel bars is ensured.
The utility model adopts the specific technical scheme that:
the utility model provides a shaped steel roof beam template reinforced structure, includes the shaped steel roof beam and is located the template of pouring of shaped steel roof beam week side, be connected with pouring the template between the template with the help of the crab-bolt, crab-bolt one end is fixed with the shaped steel roof beam, and the crab-bolt other end wears out to pour the template and with pour template fixed connection, shaped steel roof beam web both sides are fixed with the fixing base respectively, the fixing base is C type slot-shaped structure, and the notch orientation of fixing base pours the template, crab-bolt one end sets up spacing seat, spacing seat embedding is in the fixing base and have along the gliding degree of freedom of C type slot-shaped structure of fixing base.
The limiting seat comprises a limiting plate and a limiting nut arranged on the back side of the limiting plate, the diameter of the limiting plate is larger than the width of the notch of the fixing seat, and a bolt rod of the anchor bolt penetrates through the limiting plate and is connected with the limiting nut through a bolt.
The profile steel beam web is further provided with a plurality of preformed holes, and the fixing seat is fixed with the profile steel beam in a bolting mode through the preformed holes.
The upper flanges and the lower flanges at two ends of the section steel beam are respectively provided with a plurality of groups of bolts in rectangular arrays, one end of each bolt is welded and fixed with the end part of the section steel beam, and the other end of each bolt is far away from the section steel beam.
The fixing seats are provided with a plurality of rows along the section steel beam, and the interval between adjacent fixing seats is 400-600mm.
Support rods are also bolted between the pouring templates on two sides of the section steel beam, and two ends of each support rod respectively penetrate through the pouring templates on two sides and are fixedly bolted with the pouring templates, and rod bodies of the support rods are abutted to the bottom of the section steel beam.
The beneficial effects of the utility model are as follows:
1. according to the utility model, the C-shaped groove-shaped fixing seats are respectively arranged on two sides of the web plate of the profile steel beam, the limiting seats are arranged at the end parts of the anchor bolts, the limiting seats are embedded into the fixing seats through openings at the edges of the fixing seats, and the limiting seats can transversely move along the C-shaped groove-shaped structures of the fixing seats, so that the anchor bolts can transversely move, in the construction process, the spacing between adjacent anchor bolts can be adjusted by sliding the limiting seats, so that the anchor bolts avoid peripheral reinforcing steel bars, and the normal installation of the peripheral reinforcing steel bars is ensured.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is an enlarged schematic view of portion A of FIG. 1;
FIG. 3 is a schematic structural view of embodiment 2;
in the drawing, 1, a section steel beam, 2, a pouring template, 3, an anchor bolt, 4, a fixed seat, 5, a limiting plate, 6, a limiting nut, 7, a bolt, 8, a supporting rod, 9, a secondary stupefied wood purlin, 10 and a main keel steel pipe.
Detailed Description
The utility model is further described with reference to the accompanying drawings and specific examples:
the utility model provides a steel beam template reinforcing structure, which is shown in fig. 1, and comprises a steel beam 1 and a pouring template 2 positioned on the periphery of the steel beam 1, wherein the steel beam 1 is connected with the pouring template 2 by means of an anchor bolt 3, one end of the anchor bolt 3 is fixed with the steel beam 1, the other end of the anchor bolt 3 penetrates out of the pouring template 2 and is fixedly connected with the pouring template 2, two sides of a web plate of the steel beam 1 are respectively fixed with a fixing seat 4, the fixing seats 4 are of C-shaped groove structures, the notch of each fixing seat 4 faces the pouring template 2, one end of the anchor bolt 3 is provided with a limiting seat, and the limiting seat is embedded in the fixing seat 4 and has the degree of freedom of sliding along the C-shaped groove structures of the fixing seats 4.
The back side of the pouring template 2 measured by the periphery of the section steel beam 1 is also provided with secondary stupefied wood beams 9 and main keel steel pipes 10 so as to improve the overall strength of the beam, because the prior section steel beam 1 and the axial side pouring template 2 are usually bolted and fixed by adopting a die penetrating opposite-pull anchor bolt 3, but the transverse position of the anchor bolt 3 cannot be adjusted after the connection and fixation mode is fixed, when peripheral reinforcing steel bars are denser, the anchor bolt 3 blocks the reinforcing steel bar position, so that the peripheral reinforcing steel bars cannot be installed, the utility model is respectively provided with C-shaped groove-shaped fixing seats 4 at two sides of a web plate of the section steel beam 1, and limit seats are arranged at the end parts of the anchor bolts 3, the limit seats are embedded into the fixing seats 4 through openings at the edges of the fixing seats 4, and the limit seats can transversely move along the C-shaped groove-shaped structures of the fixing seats 4, so that the anchor bolts 3 can transversely move, and in the construction process, the spacing between adjacent anchor bolts 3 can be adjusted through sliding the limit seats, so that the anchor bolts 3 avoid the peripheral reinforcing steel bars, and the normal installation of the peripheral reinforcing steel bars is ensured.
Further, as shown in fig. 1, the limiting seat comprises a limiting plate 5 and a limiting nut 6 arranged on the back side of the limiting plate 5, the diameter of the limiting plate 5 is larger than the width of a notch of the fixing seat 4, a bolt rod of the anchor bolt 3 penetrates through the limiting plate 5 to be connected with the limiting nut 6 to form a bolt 7, the diameter of the limiting plate 5 is larger than the width of the notch of the fixing seat 4, the limiting plate 5 is of a rectangular structure, the limiting nut 6 is fixedly connected with the limiting plate 5, the bolt rod is screwed inwards to the top end to tightly prop against the inner wall of the fixing seat 4, at the moment, the limiting plate 5 and the flanging at the notch are tightly propped together to form limiting of the bolt rod, after a concrete casting material enters, the bolt rod is fixed, the bolt rod is prevented from being stamped and shifted by the casting material, and casting is guaranteed to be qualified.
Further, still be provided with a plurality of preformed holes on the shaped steel roof beam 1 web, fixing base 4 is fixed with the help of preformed hole and shaped steel roof beam 1 bolt, because engineering design's difference, shaped steel roof beam 1 need tailor according to the engineering demand when practical application, consequently is provided with a plurality of preformed holes, and after shaped steel roof beam 1 part structure was tailor, the preformed hole of usable shaped steel roof beam 1 remainder was fixed with fixing base 4 bolt, is applicable to shaped steel roof beam 1 of various length.
Further, as shown in fig. 1, the upper flanges and the lower flanges at two ends of the section steel beam 1 are respectively provided with a plurality of groups of bolts 7 in rectangular array, one end of each bolt 7 is welded and fixed with the end part of the section steel beam 1, and the other end of each bolt 7 is far away from the section steel beam 1.
Further, as shown in fig. 1, the fixing seats 4 are provided with a plurality of rows along the section steel beam 1, the spacing between the adjacent fixing seats 4 is 400-600mm, and the section steel beam 1 and the pouring template 2 are provided with a sufficient number of anchor bolts 3 to form bolting fixation through reasonably setting the spacing between the adjacent fixing seats 4, so that the connection firmness between the section steel beam 1 and the pouring template 2 is ensured, meanwhile, the waste caused by the excessive number of anchor bolts 3 is avoided, and the construction cost is reduced.
Further, as shown in fig. 1, the support rods 8 are also bolted between the pouring templates 2 on two sides of the section steel beam 1, two ends of each support rod 8 respectively penetrate through the pouring templates 2 on two sides and are bolted and fixed with the pouring templates 2, the rod bodies of the support rods 8 are abutted against the bottoms of the section steel beams 1, after the pouring templates 2 are supported by the scaffold, the section steel beams 1 are abutted against the support rods 8 to be positioned, the scaffold is convenient to adjust in height, meanwhile, the deformation of pouring space is avoided, in addition, as the last-stage anchor bolts 3 are far away from the bottoms of the pouring templates 2, the two-side pouring templates 2 are prevented from being bolted without fixing pieces on the bottoms of the pouring templates 2, so that the construction templates are broken by expanding concrete, and the support rods 8 play a role of fixing pieces.
Embodiment 2 the difference between embodiment 2 and embodiment 1 is only that the position of the support rod 8 is different, and as shown in fig. 2, the support rod 8 may be located below the bolt 7 and abut against the lower end surface of the bolt 7.
Claims (6)
1. The utility model provides a shaped steel roof beam template reinforced structure, includes shaped steel roof beam (1) and is located pouring template (2) of shaped steel roof beam (1) week side, be connected with pouring template (2) between shaped steel roof beam (1) with the help of crab-bolt (3), crab-bolt (3) one end is fixed with shaped steel roof beam (1), and the crab-bolt (3) other end wears out pouring template (2) and with pouring template (2) fixed connection, a serial communication port, shaped steel roof beam (1) web both sides are fixed with fixing base (4) respectively, fixing base (4) are C type groove-like structure, and the notch orientation of fixing base (4) is pour template (2), crab-bolt (3) one end sets up spacing seat, spacing seat embedding is in fixing base (4) and have along the gliding degree of freedom of C type groove-like structure of fixing base (4).
2. The steel beam formwork reinforcing structure according to claim 1, wherein the limiting seat comprises a limiting plate (5) and a limiting nut (6) arranged on the back side of the limiting plate (5), the diameter of the limiting plate (5) is larger than the width of the notch of the fixing seat (4), and a bolt rod of the anchor bolt (3) penetrates through the limiting plate (5) to be in bolted connection with the limiting nut (6).
3. A steel beam formwork reinforcing structure according to claim 1, characterized in that the web of the steel beam (1) is further provided with a plurality of preformed holes, and the fixing base (4) is bolted to the steel beam (1) by means of the preformed holes.
4. The formwork reinforcing structure of the section steel beam according to claim 1, wherein a plurality of groups of bolts (7) are respectively arranged on upper flanges and lower flanges at two ends of the section steel beam (1) in a rectangular array, one end of each bolt (7) is welded and fixed with the end part of the section steel beam (1), and the other end of each bolt (7) is far away from the section steel beam (1).
5. A steel beam formwork reinforcing structure according to claim 1, characterized in that the fixing bases (4) are provided with a plurality of rows along the steel beam (1), the spacing between adjacent fixing bases (4) being 400-600mm.
6. The steel beam formwork reinforcing structure according to claim 1, wherein support rods (8) are further bolted between the pouring formworks (2) on two sides of the steel beam (1), two ends of each support rod (8) respectively penetrate through the pouring formworks (2) on two sides and are bolted and fixed with the pouring formworks (2), and rod bodies of the support rods (8) are abutted to the bottoms of the steel beams (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322119035.4U CN220599188U (en) | 2023-08-08 | 2023-08-08 | Shaped steel beam template reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322119035.4U CN220599188U (en) | 2023-08-08 | 2023-08-08 | Shaped steel beam template reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220599188U true CN220599188U (en) | 2024-03-15 |
Family
ID=90167612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322119035.4U Active CN220599188U (en) | 2023-08-08 | 2023-08-08 | Shaped steel beam template reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220599188U (en) |
-
2023
- 2023-08-08 CN CN202322119035.4U patent/CN220599188U/en active Active
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