CN220377537U - Outer frame plate bar pre-buried device of super high-rise core tube steel mould construction - Google Patents
Outer frame plate bar pre-buried device of super high-rise core tube steel mould construction Download PDFInfo
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- CN220377537U CN220377537U CN202322218554.6U CN202322218554U CN220377537U CN 220377537 U CN220377537 U CN 220377537U CN 202322218554 U CN202322218554 U CN 202322218554U CN 220377537 U CN220377537 U CN 220377537U
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- outer frame
- ribs
- steel mould
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 38
- 239000010959 steel Substances 0.000 title claims abstract description 38
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 238000005266 casting Methods 0.000 claims description 22
- 238000005553 drilling Methods 0.000 abstract description 2
- 210000003205 muscle Anatomy 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 210000002435 tendon Anatomy 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model relates to the technical field of plate rib embedding, in particular to an outer frame plate rib embedding device for super high-rise core tube steel mould construction, which comprises a plurality of shear wall pouring structures, wherein two adjacent shear wall pouring structures are fixedly connected up and down; the shear wall pouring structure comprises a shear wall, steel dies are arranged on two sides of the shear wall, shear wall ribs and embedded plate ribs are arranged in the shear wall, the embedded plate ribs are arranged on one side of the shear wall ribs, and meanwhile the shear wall ribs and the embedded plate ribs are arranged between the steel dies on two sides. According to the utility model, a certain lower package height is arranged at the joint of two adjacent shear wall pouring structures, the embedded plate bars are straightened by the open holes at the lower package height, and the outer frame floor slab is arranged outside the straightened embedded plate bars, so that the steel mould construction method can adapt to various forms of steel mould construction, the steel bars are not easy to deviate, the drilling workload after pouring is reduced, and the plate bar positions are clearly visible.
Description
Technical Field
The utility model relates to the technical field of plate rib embedding, in particular to an outer frame plate rib embedding device for super high-rise core tube steel die construction.
Background
The core tube can often lead the frame several layers during super high-rise construction, and frame floor reinforcing bar is to anchor in the core tube and adopts planting muscle or pre-buried mode usually. When the embedded steel bars are adopted, the steel bars can only be directly anchored and can not be bent, so that the anchoring effect is not as good as that of the embedded steel bars. When adopting pre-buried, the wooden box can't be fixed on the steel mould to after the core section of thick bamboo concrete placement accomplished, the dowel position can't be confirmed, can only be through chiseling out the dowel and straighten again, when pouring concrete simultaneously, the dowel is off normal easily, and the off-set floor scope, and then not only waste time and energy, the efficiency of construction is low, and construction cost is high, still can become the damage to the structure.
Disclosure of Invention
The utility model aims to provide an outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction, which aims to solve the problems in the background technology.
The technical scheme of the utility model is as follows: the outer frame plate rib pre-embedding device for the super high-rise core tube steel mould construction comprises a plurality of shear wall casting structures, wherein two adjacent shear wall casting structures are fixedly connected up and down;
the shear wall pouring structure comprises a shear wall, steel dies are arranged on two sides of the shear wall, shear wall ribs and embedded plate ribs are arranged in the shear wall, the embedded plate ribs are arranged on one side of the shear wall ribs, and meanwhile the shear wall ribs and the embedded plate ribs are arranged between the steel dies on two sides.
Still further, the tip setting of pre-buried batten is in the tip upper end of shear force wall muscle, simultaneously the tip of shear force wall muscle and the tip of pre-buried batten all run through the upper end of shear force wall.
Furthermore, a plate surface is arranged on one side of the embedded plate bar, one end of the plate surface is arranged in the shear wall, and one end of the plate surface is fixedly connected with the shear wall.
Furthermore, the height of the plate surface is smaller than the overall height of the shear wall pouring structure.
Furthermore, two adjacent shear wall pouring structures are fixedly connected through the shear wall ribs and the embedded plate ribs.
Still further, the face sets up between two adjacent shear force wall pouring structures, simultaneously lower extreme one side of face is provided with the perforation, the perforation sets up the side at the shear force wall, just the perforation is linked together with pre-buried batten.
Furthermore, the upper ends of the embedded plate bars penetrate through the through holes and are horizontally arranged at the lower ends of the plate surfaces.
Still further, the lower extreme of face is provided with the frame floor, the one end of frame floor carries out fixed connection with the side of shear force wall, simultaneously pre-buried bar sets up in the inside of frame floor.
Furthermore, the diameter of the perforation is the same as the distance between two adjacent embedded plate bars.
The utility model provides an outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction through improvement, which has the following improvement and advantages compared with the prior art:
according to the utility model, a certain lower package height is arranged at the joint of two adjacent shear wall pouring structures, the embedded plate bars are straightened by the open holes at the lower package height, and the outer frame floor slab is arranged outside the straightened embedded plate bars, so that the steel mould construction method can adapt to various forms of steel mould construction, the steel bars are not easy to deviate, the drilling workload after pouring is reduced, and the plate bar positions are clearly visible.
Drawings
The utility model is further explained below with reference to the drawings and examples:
FIG. 1 is a schematic illustration of the structure of the utility model connecting adjacent three shear wall casting structures;
FIG. 2 is a schematic illustration of the structure of the utility model where two adjacent shear wall casting structures are connected;
FIG. 3 is a schematic view of a shear wall casting structure of the present utility model;
reference numerals illustrate:
1. and (3) steel mould; 2. shear wall ribs; 3. pre-burying plate ribs; 4. a plate surface; 5. and (5) an outer frame floor slab.
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. 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.
It should be noted that, in the description of the present utility model, the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, only for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements to be referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
It should be noted that like reference numerals and letters refer to like items in the following figures, and thus once an item is defined or illustrated in one figure, no further detailed discussion or description thereof will be necessary in the following description of the figures.
Referring to fig. 1-3, this embodiment provides a pre-buried device of outer frame plate bar of super high-rise core tube steel mould construction, and this pre-buried device of outer frame plate bar of super high-rise core tube steel mould construction is including a plurality of shear wall pouring structures, and upper and lower fixed connection between two adjacent shear wall pouring structures, that is to say, a plurality of shear wall pouring structures from the top down set gradually.
Referring to fig. 3, fig. 3 is a schematic structural diagram of a shear wall casting structure in this embodiment, and as can be seen from fig. 3: every shear force wall pouring structure all includes the shear force wall, and wherein the both sides of shear force wall are provided with steel mould 1, and the inside of shear force wall is provided with shear force wall muscle 2 and pre-buried lath 3, and pre-buried lath 3 sets up in one side of shear force wall muscle 2, and shear force wall muscle 2 and pre-buried lath 3 all set up between steel mould 1 of both sides simultaneously. It is worth noting that in the single shear wall casting structure, the end portions of the embedded plate bars 3 are arranged at the upper ends of the end portions of the shear wall bars 2, and meanwhile, the end portions of the shear wall bars 2 and the end portions of the embedded plate bars 3 penetrate through the upper ends of the shear walls. That is, in a single shear wall casting structure, the ends of the embedded tendons 3 are vertically upward and the ends thereof are higher than the ends of the shear wall tendons 2.
Referring to fig. 2, fig. 2 is a schematic structural diagram of connection between two adjacent shear wall casting structures in this embodiment, and as can be seen from fig. 2: the shear wall pouring structure arranged at the upper end is vertically arranged at the upper end of the shear wall pouring structure arranged at the lower end, and the shear wall pouring structure at the upper end is fixedly connected with the shear wall pouring structure at the lower end.
Specifically, after the casting of the shear wall casting structure at the lower end is finished, the concrete casting finish surface is 200mm higher than the elevation of the floor slab surface, so that the lower ladle height is reserved for the construction of the steel mould 1 in the shear wall casting structure at the upper end. Further, the side that shear force wall pouring structure of lower extreme was pour is provided with face 4, and wherein face 4 sets up the one side of pre-buried batten 3 in the shear force wall pouring structure of lower extreme, and the one end setting of face 4 is in the inside of shear force wall simultaneously, and the one end of face 4 carries out fixed connection with the shear force wall. It is noted that the height of the deck 4 is less than the overall height of the shear wall casting. That is, the floor surface is the surface 4.
In this embodiment, the shear wall casting structure at the upper end and the shear wall casting structure at the lower end are fixedly connected through the shear wall ribs 2 and the embedded plate ribs 3. Notably, the panel 4 is disposed between two adjacent shear wall pouring structures, and meanwhile, a perforation is disposed on one side of the lower end of the panel 4, and meanwhile, the perforation is disposed on a side edge of the shear wall of the lower shear wall pouring structure, and the perforation is communicated with the embedded plate bar 3 in the lower shear wall pouring structure. Specifically, after the shear wall casting structure at the upper end and the shear wall casting structure at the lower end are fixedly connected, the end parts of the embedded plate bars 3 in the shear wall casting structure at the lower end penetrate through the through holes, and the embedded plate bars 3 are horizontally arranged at the lower end of the plate surface 4. It is worth noting that the diameter of the perforation is the same as the distance between two adjacent embedded bars 3.
Referring to fig. 1, fig. 1 is a schematic structural diagram of connection between three adjacent shear wall casting structures in this embodiment, and as can be seen from fig. 1: after the first shear wall pouring structure, the second shear wall pouring structure and the third shear wall pouring structure are sequentially and fixedly connected from bottom to top, an outer frame floor 5 is arranged at the lower end of each plate surface 4. It is worth noting that one end of the outer frame floor 5 is fixedly connected with the side edge of the shear wall, and meanwhile the embedded plate ribs 3 which are horizontally arranged are arranged in the outer frame floor 5.
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 (9)
1. The outer frame plate rib pre-embedding device for the super high-rise core tube steel mould construction is characterized by comprising a plurality of shear wall casting structures, wherein two adjacent shear wall casting structures are fixedly connected up and down;
the shear wall pouring structure comprises a shear wall, steel dies (1) are arranged on two sides of the shear wall, shear wall ribs (2) and embedded plate ribs (3) are arranged in the shear wall, the embedded plate ribs (3) are arranged on one side of the shear wall ribs (2), and meanwhile the shear wall ribs (2) and the embedded plate ribs (3) are arranged between the steel dies (1) on two sides.
2. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 1, wherein the end part of the pre-embedded plate rib (3) is arranged at the upper end of the end part of the shear wall rib (2), and meanwhile, the end part of the shear wall rib (2) and the end part of the pre-embedded plate rib (3) penetrate through the upper end of the shear wall.
3. The outer frame plate rib pre-embedding device for super high-rise core barrel steel mould construction according to claim 1 or 2, wherein a plate surface (4) is arranged on one side of the pre-embedded plate rib (3), one end of the plate surface (4) is arranged in the shear wall, and one end of the plate surface (4) is fixedly connected with the shear wall.
4. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 3, wherein the height of the plate surface (4) is smaller than the integral height of the shear wall pouring structure.
5. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 3, wherein two adjacent shear wall pouring structures are fixedly connected through a shear wall rib (2) and a pre-embedded plate rib (3).
6. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 4, wherein the plate surface (4) is arranged between two adjacent shear wall pouring structures, meanwhile, a perforation is arranged on one side of the lower end of the plate surface (4), the perforation is arranged on the side edge of the shear wall, and the perforation is communicated with the pre-embedded plate rib (3).
7. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 6, wherein the upper end of the pre-embedded plate rib (3) penetrates through the through hole and is horizontally arranged at the lower end of the plate surface (4).
8. The outer frame plate rib pre-burying device for super high-rise core tube steel mould construction according to claim 7, wherein an outer frame floor slab (5) is arranged at the lower end of the plate surface (4), one end of the outer frame floor slab (5) is fixedly connected with the side edge of the shear wall, and meanwhile the pre-buried plate rib (3) is arranged inside the outer frame floor slab (5).
9. The outer frame plate rib pre-embedding device for super high-rise core tube steel mould construction according to claim 7, wherein the diameter of the perforation is the same as the distance between two adjacent pre-embedded plate ribs (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322218554.6U CN220377537U (en) | 2023-08-17 | 2023-08-17 | Outer frame plate bar pre-buried device of super high-rise core tube steel mould construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322218554.6U CN220377537U (en) | 2023-08-17 | 2023-08-17 | Outer frame plate bar pre-buried device of super high-rise core tube steel mould construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220377537U true CN220377537U (en) | 2024-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322218554.6U Active CN220377537U (en) | 2023-08-17 | 2023-08-17 | Outer frame plate bar pre-buried device of super high-rise core tube steel mould construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220377537U (en) |
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2023
- 2023-08-17 CN CN202322218554.6U patent/CN220377537U/en active Active
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