CN216552703U - Assembled integrated steel reinforcement cage structure column - Google Patents
Assembled integrated steel reinforcement cage structure column Download PDFInfo
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- CN216552703U CN216552703U CN202122842480.4U CN202122842480U CN216552703U CN 216552703 U CN216552703 U CN 216552703U CN 202122842480 U CN202122842480 U CN 202122842480U CN 216552703 U CN216552703 U CN 216552703U
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- reinforcement cage
- structural column
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- sealing cover
- reinforcement
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Abstract
The utility model discloses an assembled integrated reinforcement cage structural column which comprises support reinforcements, hoops, beam connecting supports, connecting end plates and sealing cover templates, wherein a plurality of support reinforcements surround and form a reinforcement cage, the hoops are circumferentially spot-welded on the outer ring of the reinforcement cage at intervals along the extending direction of the support reinforcements, the beam connecting supports are in a U-shaped groove shape and used for erecting a to-be-connected beam, connecting teeth are protruded from one end edge of each beam connecting support and welded with the hoops, so that the beam connecting supports are fixed on the reinforcement cage, the connecting end plates are arranged at two ends of the reinforcement cage and used for connecting two sections of reinforcement cages, and the sealing cover templates are arranged at the peripheries of the reinforcement cage and the hoops to form a concrete pouring cavity. Above-mentioned integrated steel reinforcement cage structure post of assembled had both had the convenient construction characteristics of prefabricated building, possessed cast-in-place whole building high stability's advantage again, had remedied the defect of current prefabricated building, provided a new design direction for the building field.
Description
Technical Field
The utility model relates to the technical field of assembly type buildings, in particular to an assembly type integrated reinforcement cage structural column.
Background
The traditional building is directly cast and constructed on the site, while the fabricated building is formed by assembling prefabricated parts on the site, and along with the development of modern industrial technology, the concept of the fabricated building is concerned by more and more people. The prefabricated building has the advantages that standardized components are assembled on a construction site, the site construction difficulty is reduced, the construction progress is greatly accelerated, construction waste is reduced, and time and labor are saved.
However, compared with the traditional cast-in-place mode, the fabricated building still has the following defects: 1) the construction cost is higher because the technology is immature; 2) the large number of components increases the difficulty and cost of transportation; 3) due to the limitations of the current production technology and equipment, the size of the component is limited; 4) the integrity and rigidity of the fabricated building are weak, and the earthquake resistance and impact resistance are poor, which cannot be compared with cast-in-place buildings, particularly, the existing fabricated buildings excessively seek the convenience of construction, and the safety and structural stability of the buildings are neglected.
Therefore, although the fabricated building is more energy-saving and environment-friendly than the cast-in-place integral type, the fabricated building cannot completely replace the cast-in-place integral type building due to the limitations of construction technology and shock resistance.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an assembled integrated reinforcement cage structural column, which aims at the problems, combines the advantages of a cast-in-place integral structure and an assembled structure, and has structural stability and building convenience.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides an integrated steel reinforcement cage structure post of assembled, it includes the support bar, the staple bolt, crossbeam linking bridge, connection end plate and closing cap template, a plurality of support bar encloses synthetic steel reinforcement cage, a plurality of staple bolts are along the extending direction interval circumference spot welding of support bar in the outer lane of steel reinforcement cage, crossbeam linking bridge is the U-shaped trough form, a crossbeam for treating to connect erects wherein, a tip side of crossbeam linking bridge has the connection tooth along the epirelief, connect tooth and staple bolt welding, thereby be fixed in on the steel reinforcement cage with crossbeam linking bridge, connection end plate sets up in the both ends of steel reinforcement cage, a both ends steel reinforcement cage for linking up, the closing cap template sets up in the periphery of steel reinforcement cage and staple bolt, form the concrete placement chamber.
Particularly, the hoop is formed by cold bending flat steel, and the cross section of the hoop is arched.
Particularly, a plurality of anchor ears are densely arranged at the fixed position of the beam connecting bracket on the reinforcement cage.
Particularly, the cover sealing template is formed by splicing split thin-wall section steels, a connecting part which is bent outwards extends from the splicing edge of each split thin-wall section steel, and a self-tapping screw is driven into the position close to the connecting part and is fixedly connected with the anchor ear.
Particularly, the sealing cover template is made of integral thin-wall section steel, inwards-concave dovetail grooves are formed in the sealing cover template at intervals, the sealing cover template is folded along the outer wall of the reinforcement cage, the groove bottoms of the dovetail grooves abut against the anchor ear, and the dovetail grooves at the two ends are overlapped and nested, so that the sealing cover template is shaped.
In particular, self-tapping screws are driven into the dovetail grooves and are fixedly connected with the anchor ears.
Particularly, the connecting end plate of the last steel reinforcement cage is spliced with the connecting end plate of the next steel reinforcement cage, fixing holes are correspondingly formed in the connecting end plates, and the shear-resistant locking bolt penetrates through the fixing holes to fixedly connect the two connecting end plates.
In particular, a distance fine-tuning device is arranged between two inserted connecting end plates.
Compared with the prior art, the fabricated integrated reinforcement cage structural column has the advantages that a modular structure which is convenient to build on site is designed, and meanwhile, through cast-in-place integral building, the fabricated integrated reinforcement cage structural column has the characteristics of convenience and convenience in construction of fabricated buildings, has the advantage of high stability of cast-in-place integral buildings, overcomes the defects of the existing fabricated buildings, and provides a new design direction for the field of buildings.
Drawings
Fig. 1 is a skeleton structure diagram of an assembled integrated reinforcement cage structural column according to an embodiment of the present invention;
fig. 2 is an end view of a fabricated integrated steel reinforcement cage structural column provided by an embodiment of the present invention;
fig. 3 is a schematic structural view of a cross beam connecting bracket in an assembled integrated steel reinforcement cage structural column according to an embodiment of the present invention;
fig. 4 is a schematic diagram illustrating construction of an assembled integrated reinforcement cage structural column according to an embodiment of the present invention;
FIG. 5 is an enlarged view at A in FIG. 4;
fig. 6 is a schematic structural diagram of a detachable cover template in an assembled integrated reinforcement cage structural column according to an embodiment of the present invention;
fig. 7 is a schematic structural diagram of a covering formwork in an assembled integrated steel reinforcement cage structural column without disassembly according to an embodiment of the present invention.
Detailed Description
The technical scheme of the utility model is further explained by the specific implementation mode in combination with the attached drawings.
Referring to fig. 1 to 5, the present embodiment provides an assembled integrated steel reinforcement cage structural column, which includes supporting steel reinforcements 1, an anchor ear 2, a beam connecting bracket 3, a connecting end plate 4, and a cover sealing template 5.
A plurality of supporting reinforcement 1 encloses synthetic steel reinforcement cage, and a plurality of staple bolts 2 form main braced frame along the extending direction circumference spot welding of supporting reinforcement 1 in the outer lane of steel reinforcement cage with interval ground, formation. The hoop 2 is formed by cold bending flat steel, and the cross section of the hoop is arched so as to improve the structural strength.
The crossbeam linking bridge 3 is U-shaped groove form for erect the crossbeam that will treat to connect wherein, and one end side of crossbeam linking bridge 3 is along protruding connection tooth 6, connects tooth 6 and staple bolt 2 welding to be connected crossbeam linking bridge 3 is fixed in on the steel reinforcement cage. Particularly, a plurality of anchor ears 2 are densely arranged at the fixed positions of the cross beam connecting brackets 3 on the reinforcement cage.
The connecting end plates 4 are arranged at two ends of the reinforcement cage and are used for connecting the two sections of reinforcement cages. The connection end plate 4 of last steel reinforcement cage is pegged graft with the connection end plate 4 of next steel reinforcement cage, and all corresponds on the connection end plate 4 and is provided with the fixed orifices, passes the fixed orifices through the locking bolt 7 that shears and links firmly two connection end plates 4 to guarantee the connectivity between the steel reinforcement cage. And an interval fine-tuning device 8 is arranged between the two inserted connection end plates 4 so as to improve the verticality of the structural column.
The cover closing template 5 is arranged on the periphery of the reinforcement cage and the hoop 2 to form a concrete pouring cavity.
The cover closing template 5 can be formed by splicing split thin-wall section steels 9, as shown in fig. 6, a connecting part 10 which is bent outwards extends from the splicing edge of each split thin-wall section steel 9, a self-tapping screw 11 is driven into the position close to the connecting part 10, and the self-tapping screw 11 is fixedly connected with the anchor ear 2. The structure is characterized in that the sealing cover template 5 can be removed after the concrete is solidified, the excessive connecting parts 10 prevent the concrete from leaking, the rigidity of the sealing cover template is enhanced, and the sealing cover template is also convenient to disassemble and assemble.
The capping template 5 can also be made of an integral thin-wall section steel, as shown in fig. 7, inward concave dovetail grooves 12 are formed on the capping template 5 at intervals, the capping template 5 is folded along the outer wall of the reinforcement cage, the groove bottoms of the dovetail grooves 12 are abutted against the anchor ear 2, the dovetail grooves 12 at two ends are overlapped and nested, so that the capping template 5 is shaped, the dovetail grooves 12 can directly provide the condensation force with concrete, further, self-tapping screws 11 are driven into the dovetail grooves 12, and the self-tapping screws 11 are fixedly connected with the anchor ear 2. The cover template 5 is designed in such a way that it is not removed.
In conclusion, the assembled integrated reinforcement cage structural column is designed with a modular structure convenient for on-site construction, and simultaneously through cast-in-place integral construction, the assembled integrated reinforcement cage structural column not only has the convenient construction characteristics of an assembled building, but also has the advantage of high stability of the cast-in-place integral building, overcomes the defects of the existing assembled building, and provides a new design direction for the field of buildings.
The foregoing embodiments are merely illustrative of the principles and features of this invention, which is not limited to the above-described embodiments, but is capable of various modifications and changes without departing from the spirit and scope of the utility model, which are intended to be within the scope of the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (8)
1. An assembled integrated reinforcement cage structural column is characterized by comprising supporting reinforcements, a hoop, a cross beam connecting bracket, a connecting end plate and a sealing cover template,
a plurality of the supporting steel bars are enclosed to form a steel bar cage,
a plurality of hoops are welded on the outer ring of the reinforcement cage at intervals along the extending direction of the support reinforcement in a circumferential mode,
the cross beam connecting bracket is in a U-shaped groove shape and is used for erecting a cross beam to be connected, connecting teeth are protruded on the side edge of one end part of the cross beam connecting bracket, the connecting teeth are welded with the anchor ear, so that the cross beam connecting bracket is fixed on the reinforcement cage,
the connecting end plates are arranged at the two ends of the reinforcement cage and are used for connecting the two sections of reinforcement cages,
the cover closing template is arranged on the peripheries of the reinforcement cage and the hoop to form a concrete pouring cavity.
2. The fabricated integrated rebar cage structural column of claim 1, wherein: the hoop is formed by cold bending flat steel, and the cross section of the hoop is arched.
3. The fabricated integrated rebar cage structural column of claim 1, wherein: a plurality of anchor ears are densely arranged at the fixed positions of the beam connecting supports on the reinforcement cage.
4. The fabricated integrated rebar cage structural column of claim 1, wherein: the cover sealing template is formed by splicing split thin-wall section steels, an outward-bent connecting part extends out of the splicing edge of each split thin-wall section steel, a self-tapping screw is driven into the position close to the connecting part, and the self-tapping screw is fixedly connected with the anchor ear.
5. The fabricated integrated rebar cage structural column of claim 1, wherein: the sealing cover template is made of integral thin-wall section steel, inwards-concave dovetail grooves are formed in the sealing cover template at intervals, the sealing cover template is folded along the outer wall of the reinforcement cage, the groove bottoms of the dovetail grooves are abutted to the anchor ear, and the dovetail grooves at the two ends are overlapped and nested so that the sealing cover template is shaped.
6. The fabricated integrated rebar cage structural column of claim 5, wherein: self-tapping screws are driven into the dovetail grooves and are fixedly connected with the hoops.
7. The fabricated integrated rebar cage structural column of claim 1, wherein: the connection end plate of last steel reinforcement cage is pegged graft with the connection end plate of next steel reinforcement cage, and all corresponds on the connection end plate and is provided with the fixed orifices, passes the fixed orifices through the locking bolt that shears and links firmly two connection end plates.
8. The fabricated integrated rebar cage structural column of claim 7, wherein: and a distance fine-tuning device is arranged between the two inserted connection end plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122842480.4U CN216552703U (en) | 2021-11-19 | 2021-11-19 | Assembled integrated steel reinforcement cage structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122842480.4U CN216552703U (en) | 2021-11-19 | 2021-11-19 | Assembled integrated steel reinforcement cage structure column |
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| Publication Number | Publication Date |
|---|---|
| CN216552703U true CN216552703U (en) | 2022-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122842480.4U Active CN216552703U (en) | 2021-11-19 | 2021-11-19 | Assembled integrated steel reinforcement cage structure column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530336A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Concrete column with additional replaceable damper of steel pipe concrete structure |
-
2021
- 2021-11-19 CN CN202122842480.4U patent/CN216552703U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113530336A (en) * | 2021-08-02 | 2021-10-22 | 重庆大学 | Concrete column with additional replaceable damper of steel pipe concrete structure |
| CN113530336B (en) * | 2021-08-02 | 2022-12-27 | 重庆大学 | Concrete column with additional replaceable damper of steel pipe concrete structure |
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