CN221321744U - A shelve shaped steel foundation construction structure for atrium dish knot die carrier - Google Patents
A shelve shaped steel foundation construction structure for atrium dish knot die carrier Download PDFInfo
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- CN221321744U CN221321744U CN202323314322.7U CN202323314322U CN221321744U CN 221321744 U CN221321744 U CN 221321744U CN 202323314322 U CN202323314322 U CN 202323314322U CN 221321744 U CN221321744 U CN 221321744U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 138
- 239000010959 steel Substances 0.000 title claims abstract description 138
- 210000002837 heart atrium Anatomy 0.000 title claims abstract description 66
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000009415 formwork Methods 0.000 claims description 14
- 125000006850 spacer group Chemical group 0.000 claims description 7
- 239000002023 wood Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000000284 resting effect Effects 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model discloses a construction structure of a resting section steel foundation for an atrium plate fastening die frame, which relates to the technical field of construction structures of resting section steel foundations for the atrium plate fastening die frame to be built up in an overhead manner, and comprises an I-shaped steel main beam, an I-shaped steel diagonal bracing, a U-shaped hoop, a plurality of embedded steel plates, a plurality of positioning steel bars, a plurality of I-shaped steel yoke beams, a plate fastening die frame, an N-th atrium, an N+1-th atrium and an N-1-th atrium, wherein the N-th atrium is arranged on the lower side of the N+1-th atrium, the NF-1-th atrium is arranged on the lower side of the N-1-th atrium, the plate fastening die frame is arranged between the N+1-th atrium and the N-th atrium, a plurality of I-shaped steel yoke beams are arranged on the upper side of the I-shaped steel main beam, and a plurality of positioning steel bars are arranged on the upper side of the I-shaped steel yoke beams.
Description
Technical Field
The utility model relates to the technical field of construction structures of resting section steel foundations for overhead erection of an atrium formwork, in particular to a construction structure of a resting section steel foundation for an atrium disc buckle formwork.
Background
The atrium design is applied to various engineering constructions, and when the engineering structure design has an atrium and the roof floor slab is of a reinforced concrete structure, how to reduce the usage amount of the steel pipes erected by the formwork on the premise of ensuring safety, thereby reducing the engineering cost is a problem worthy of research.
The traditional construction method adopts a full-hall frame, a formwork is erected from the ground to the floor slab with the top needing to be sealed, and for an ultra-high atrium, the steel pipe is large in use amount and high in erection requirement, so that the design of the construction structure of the shelving type steel foundation is very necessary, wherein the installation is convenient, and the use amount of the steel pipe of the formwork is reduced.
Disclosure of utility model
The utility model aims at solving the defects of the prior art and provides a construction structure of a resting section steel foundation for an atrium disc buckle mould frame, which aims at solving the problems in the prior art.
In order to solve the technical problems, the utility model provides the following technical scheme: the utility model provides a lay steel foundation construction structure for atrium dish knot die carrier, includes I-steel girder, I-steel bracing, U type hoop and supporting bolt, a plurality of pre-buried steel sheet, a plurality of spacer bar, a plurality of I-steel yoke, dish knot die carrier, N layer atrium, N+1th layer atrium, N-1th layer atrium locates the downside of N layer atrium, dish knot die carrier locates the centre of N+1th layer atrium and N layer atrium, a plurality of I-steel yoke locates the upside of I-steel girder, a plurality of spacer bar locates the upside of I-steel yoke, two I-steel bracing locate the downside of I-steel girder, a plurality of pre-buried steel sheet locates the downside of I-steel bracing, U type hoop and supporting bolt locate the inside of I-steel girder.
The dish knot die carrier includes a plurality of horizontal pole settings and a plurality of vertical pole settings, horizontal pole settings and vertical pole settings bolted connection each other, the upper end of dish knot die carrier and the n+1th layer atrium fixed connection.
The lower end of the coiled buckle die carrier is welded with a positioning steel bar, the lower end of the positioning steel bar is welded with an I-steel yoke beam, and the lower end of the positioning steel bar is welded with an I-steel main beam.
The I-steel girder is fixedly connected with the N-th atrium through a U-shaped hoop and a matched bolt.
The U-shaped hoop and the matched bolt comprise a positioning plate, a U-shaped hoop, a wood square and I-steel, the U-shaped hoop is connected with the lower side of the positioning plate through bolts, the I-steel is arranged in the U-shaped hoop, and the wood Fang Sheyu is arranged on the outer side of the I-steel.
The upper end of the I-shaped steel diagonal brace is welded with the I-shaped steel main beam, the other end of the I-shaped steel diagonal brace is welded with the embedded steel plate, and the embedded steel plate is welded with the N-1 layer atrium through the twisted steel.
The U-shaped hoops and the matched bolts are arranged on the left side and the right side of the I-steel at the beam part Shi Mufang, and the U-shaped hoops and the matched bolts are arranged on the left side, the right side and the lower side of the I-steel when the U-shaped hoops and the matched bolts are arranged at the plate part.
And the embedded steel plate is formed by plug welding a 16-thickness Q235B steel plate and phi 20 threaded steel bars.
And when the vertical rod spacing of the plate buckle die frame does not meet 300 modulus, steel pipe fasteners are used for connection and reinforcement.
Compared with the prior art, the utility model has the following beneficial effects: the utility model can greatly reduce the usage amount of the coiled formwork steel pipe, quickens the engineering progress, is convenient to install, is safe, stable and reliable, can be repeatedly utilized, and is convenient to construct.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 is an elevational view of the overall structure of the present utility model;
FIG. 2 is an enlarged schematic view of the present utility model of region A of FIG. 1;
fig. 3 is a schematic view of welding of the spacer bar of the present utility model;
FIG. 4 is a schematic diagram of the connection of the I-beam diagonal brace of the present utility model to a resting I-beam;
FIG. 5 is a schematic diagram of the connection of the I-steel diagonal brace and the embedded steel plate;
FIG. 6 is a front view of the welding of the I-steel diagonal brace and the pre-embedded steel plate of the present utility model;
FIG. 7 is a side view of the weld of the I-steel diagonal brace and the pre-buried steel plate of the present utility model;
FIG. 8 is a schematic illustration of the present utility model with a U-shaped ferrule at the beam;
FIG. 9 is a schematic illustration of the present utility model with a U-shaped ferrule at the plate;
In the figure: 1. an I-steel girder; 2. i-steel diagonal bracing; 3. a U-shaped hoop and a matched bolt; 4. embedding a steel plate; 5. positioning reinforcing steel bars; 6. i-steel yoke; 7. a die carrier is buckled; 8. an nth layer atrium; 9. n+1 layer atrium; 10. layer N-1 atrium.
Detailed Description
The technical scheme of the present utility model is further described in non-limiting detail below with reference to the preferred embodiments and the accompanying drawings. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-9, the present utility model provides the following technical solutions: the utility model provides a lay steel foundation construction structure for atrium dish knot die carrier, including I-steel girder 1, I-steel bracing 2, U type hoop and supporting bolt 3, a plurality of pre-buried steel sheet 4, a plurality of spacer bar 5, a plurality of I-steel yoke 6, dish knot die carrier 7, N layer atrium 8, N+1th layer atrium 9, N-1 th layer atrium 10, N layer atrium 8 locates the downside of N+1th layer atrium 9, N-1 layer atrium 10 locates the downside of N layer atrium 8, dish knot die carrier 7 locates the centre of N+1th layer atrium 9 and N layer atrium 8, a plurality of I-steel yoke 6 locate the upside of I-steel girder 1, a plurality of spacer bar 5 locate the upside of I-steel yoke 6, two I-steel bracing 2 locate the downside of I-steel girder 1, a plurality of pre-buried steel sheet 4 locate the downside of I-steel bracing 2, U type hoop and supporting bolt 3 locate the inside of I-steel girder 1.
The plate buckle die carrier 7 comprises a plurality of transverse vertical rods and a plurality of longitudinal vertical rods, the transverse vertical rods and the longitudinal vertical rods are mutually connected through bolts, and the upper end of the plate buckle die carrier 7 is fixedly connected with the n+1th layer atrium 9.
The lower end of the coiled buckle die carrier 7 is welded with the positioning steel bar 5, the lower end of the positioning steel bar 5 is welded with the I-steel yoke 6, and the lower end of the positioning steel bar 5 is welded with the I-steel girder 1.
The I-steel girder 1 is fixedly connected with the N-th atrium 8 through a U-shaped hoop and a matched bolt 3.
The U-shaped hoop and the matched bolt 3 comprise a positioning plate, a U-shaped hoop, a wood square and I-steel, wherein the U-shaped hoop is connected with the lower side of the positioning plate through bolts, the I-steel is arranged in the U-shaped hoop, and the wood Fang Sheyu is arranged on the outer side of the I-steel.
The upper end of the I-shaped steel diagonal bracing 2 is welded with the I-shaped steel main beam 1, the other end of the I-shaped steel diagonal bracing is welded with the embedded steel plate 4, and the embedded steel plate 4 is welded with the N-1 layer atrium 10 through a twisted steel.
Referring to fig. 8-9 (the cross hatching is a square), when the U-shaped hoop and the matched bolt 3 are at the beam, the square is at the left and right sides of the i-steel, and when the U-shaped hoop and the matched bolt 3 are at the plate, the square is at the left and right sides and the lower side of the i-steel.
The embedded steel plate 4 is formed by plug welding a 16-thickness Q235B steel plate and phi 20 threaded steel bars.
And when the vertical rod spacing of the plate buckle die frame 7 does not meet 300 modulus, steel pipe fasteners are used for connection and reinforcement.
In the description of the present utility model, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "front", "rear", "left", "right", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of describing the present utility model, and do not indicate or imply that the apparatus or elements 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 utility model.
Finally, it should be pointed out that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting. Although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may be modified or some technical features may be equivalently replaced, and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (9)
1. A lay up shaped steel foundation construction structure for atrium dish knot die carrier, its characterized in that: including I-steel girder (1), I-steel bracing (2), U type hoop and supporting bolt (3), a plurality of pre-buried steel sheet (4), a plurality of spacer bars (5), a plurality of I-steel yoke (6), dish knot die carrier (7), N layer atrium (8), N+1th layer atrium (9), N-1 th layer atrium (10), the downside in N+1th layer atrium (9) is located in N-1 th layer atrium (8), the downside in N-1 layer atrium (10) is located in N+1th layer atrium (8), dish knot die carrier (7) are located in the centre in N+1th layer atrium (9) and N layer atrium (8), a plurality of I-steel yoke (6) are located the upside in I-steel girder (1), a plurality of spacer bars (5) are located the upside in I-steel yoke (6), two I-steel bracing (2) are located the downside in I-steel girder (1), a plurality of locate the supporting bolt (3) of I-steel girder (4) are located in the supporting bolt (3).
2. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 1, wherein: the dish knot die carrier (7) comprises a plurality of transverse vertical rods and a plurality of longitudinal vertical rods, the transverse vertical rods and the longitudinal vertical rods are connected through bolts, and the upper end of the dish knot die carrier (7) is fixedly connected with an (N+1) th atrium (9).
3. A lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 2, wherein: the lower end of the coiled buckle die carrier (7) is welded with the positioning steel bar (5), the lower end of the positioning steel bar (5) is welded with the I-steel yoke (6), and the lower end of the positioning steel bar (5) is welded with the I-steel main beam (1).
4. A lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 3, wherein: the I-shaped steel main beam (1) is fixedly connected with the N-th atrium (8) through a U-shaped hoop and a matched bolt (3).
5. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 4, wherein: the U-shaped hoop and the matched bolt (3) comprise a locating plate, a U-shaped hoop, a wood square and I-steel, the U-shaped hoop is connected with the lower side of the locating plate through bolts, the I-steel is arranged in the U-shaped hoop, and the wood Fang Sheyu is arranged on the outer side of the I-steel.
6. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 5, wherein: the upper end of the I-shaped steel diagonal brace (2) is welded with the I-shaped steel main beam (1) and the other end of the I-shaped steel diagonal brace is welded with the embedded steel plate (4), and the embedded steel plate (4) is welded with the N-1 layer atrium (10) through a deformed bar.
7. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 5, wherein: the U-shaped hoops and the matched bolts (3) are arranged on the left side and the right side of the I-steel at the beam part Shi Mufang, and the U-shaped hoops and the matched bolts (3) are arranged on the left side, the right side and the lower side of the I-steel when being arranged at the plate part.
8. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 5, wherein: the embedded steel plate (4) is formed by plug welding a 16-thickness Q235B steel plate and phi 20 threaded steel bars.
9. The lay-up section steel foundation construction structure for an atrium disc buckle formwork according to claim 5, wherein: and when the vertical rod spacing of the plate buckle die set (7) does not meet 300 modulus, steel pipe fasteners are used for connection and reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323314322.7U CN221321744U (en) | 2023-12-06 | 2023-12-06 | A shelve shaped steel foundation construction structure for atrium dish knot die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323314322.7U CN221321744U (en) | 2023-12-06 | 2023-12-06 | A shelve shaped steel foundation construction structure for atrium dish knot die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221321744U true CN221321744U (en) | 2024-07-12 |
Family
ID=91791511
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323314322.7U Active CN221321744U (en) | 2023-12-06 | 2023-12-06 | A shelve shaped steel foundation construction structure for atrium dish knot die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221321744U (en) |
-
2023
- 2023-12-06 CN CN202323314322.7U patent/CN221321744U/en active Active
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