CN218091337U - Structure of encorbelmenting based on architectural design - Google Patents
Structure of encorbelmenting based on architectural design Download PDFInfo
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- CN218091337U CN218091337U CN202222064018.0U CN202222064018U CN218091337U CN 218091337 U CN218091337 U CN 218091337U CN 202222064018 U CN202222064018 U CN 202222064018U CN 218091337 U CN218091337 U CN 218091337U
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Abstract
The utility model discloses a structure of encorbelmenting based on architectural design, including the frame post and the roof-rack of encorbelmenting, the frame post with the roof-rack of encorbelmenting is provided with connection structure, include: the embedded part is arranged on the frame column and the overhanging jacking frame, and the lining part is arranged on the overhanging jacking frame. The utility model discloses be provided with the pre-buried plywood of pre-buried installation in the frame post to cooperation built-in reinforcing bar suit fixed connection can strengthen fixedly, and the inner plating is a plurality of even cartridges in the roof-rack of encorbelmenting, can be according to the length adjustment of the roof-rack of encorbelmenting, is provided with deep floor in overall structure's bottom, is in inclination, increase holding power that can be further, at last inside packing concrete can, still alternate between the inner plating to have reinforcing bar, increase the fastness of concrete.
Description
Technical Field
The utility model belongs to the technical field of building structure technique and specifically relates to a structure of encorbelmenting based on architectural design is related to.
Background
The method is characterized in that a plurality of cantilever beams are designed in the high and large frame structure engineering of the industrial building, wherein one part of the cantilever beams is a large-scale bearing cantilever beam, the two ends of the cantilever beam are not supported, one end of the cantilever beam is buried or poured on a support, and the other end of the cantilever beam extends out of or picks out the support.
Concrete self tensile property is poor, and the length of encorbelmenting of the reinforced concrete building structure that has greatly encorbelments is shorter, and traditional large-scale bearing cantilever beam, the load is great, highly higher, so all very high to the requirement of formwork scaffold frame and ground, this has just caused construction cost height, inefficiency, and when highly super high, the construction risk coefficient is very big moreover, has serious potential safety hazard, improves to above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
In order to achieve the purpose, the utility model adopts the technical scheme that the utility model provides an overhanging structure based on building design, which comprises a frame column and an overhanging top frame, wherein the frame column and the overhanging top frame are provided with a connecting structure;
the connection structure includes: a pre-buried part and an inner lining part;
the embedded part is arranged on the frame column and the overhanging top frame, and the lining part is arranged on the overhanging top frame.
Further, the embedded part includes: internally arranging reinforcing steel bars, pre-buried laminate plates and positioning holes;
the built-in steel bars are arranged in the frame columns, the positioning holes are formed in the surfaces of the embedded laminates, and the embedded laminates are connected to the built-in steel bars in a sleeved mode through the positioning holes.
Still further, the inner liner portion includes: the device comprises an insertion groove, an inner layer plate, a supporting leg, a reinforcing steel bar, a fixing sleeve, a reinforcing rib plate and a fixing anchor bolt;
the supporting leg is fixed on the side surface of the inner layer plate, the reinforcing steel bars are connected in the inner layer plate in an inserted mode, the fixing sleeve is arranged at the lower end of the side surface of the cantilever top frame, the reinforcing rib plate is inserted in the fixing sleeve, and the fixing anchor bolt penetrates through the reinforcing rib plate and is connected to the bottom of the inner layer plate in an inserted mode.
Preferably, the cantilever top frame is of an L-shaped structure as a whole.
Preferably, the reinforcing rib plates are connected in an inclined manner.
Preferably, the reinforcing steel bars are fixedly connected with the side surface of the cantilever top frame in a welding mode.
Compared with the prior art, the utility model discloses an advantage lies in with positive effect, is provided with the pre-buried plywood of pre-buried installation in the frame post to cooperation built-in reinforcing bar suit fixed connection can strengthen fixedly, and the inner plate is a plurality of even cartridges in the roof-rack of encorbelmenting, can be provided with deep floor according to the length adjustment of the roof-rack of encorbelmenting, is provided with deep floor in overall structure's bottom, is in inclination, can further increase the holding power, last inside packing concrete can, still alternate reinforcing bar between the inner plate, increase the fastness of concrete.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive labor.
Fig. 1 is a schematic structural diagram of an overhanging structure based on building design according to the present embodiment;
fig. 2 is a partial enlarged view of an embedded layer plate part of the cantilever structure based on the building design according to the embodiment;
FIG. 3 is a partially enlarged view of a fixing anchor bolt portion of an overhanging structure based on a building design according to the present embodiment;
shown in the figure: 1. a frame column; 2. a cantilever top frame; 3. internally arranging reinforcing steel bars; 4. pre-burying a laminate; 5. positioning holes; 6. inserting slots; 7. an inner layer board; 8. supporting legs; 9. reinforcing steel bars; 10. fixing a sleeve; 11. reinforcing rib plates; 12. and fixing an anchor bolt.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention more clearly understood, the present invention will be further described with reference to the accompanying drawings and examples. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the present invention is not limited to the limitations of the specific embodiments of the present disclosure.
In the embodiment, as can be seen from fig. 1 to 3 in the specification, the cantilever structure based on the building design in the scheme comprises a frame column 1 and a cantilever top frame 2, wherein a connecting structure is arranged between the frame column 1 and the cantilever top frame 2;
the connection structure includes: an embedded part and an inner lining part;
the embedded part is arranged on the frame column 1 and the overhanging jacking frame 2, and the lining part is arranged on the overhanging jacking frame 2.
The pre-buried portion includes: the method comprises the following steps of (1) arranging a steel bar 3, a pre-buried laminate 4 and a positioning hole 5;
the built-in steel bars 3 are arranged in the frame columns 1, the positioning holes 5 are formed in the surfaces of the embedded laminated plates 4, and the embedded laminated plates 4 are connected to the built-in steel bars 3 in a sleeved mode through the positioning holes 5.
The liner portion includes: the device comprises an insertion groove 6, an inner layer plate 7, a supporting leg 8, a reinforcing steel bar 9, a fixing sleeve 10, a reinforcing rib plate 11 and a fixing anchor bolt 12;
the installation structure is characterized in that the insertion groove 6 is formed in the bottom surface of the cantilever top frame 2, the inner layer plate 7 is inserted into the insertion groove 6 in a sliding mode, the supporting legs 8 are fixed on the side surface of the inner layer plate 7, the reinforcing steel bars 9 are connected into the inner layer plate 7 in a plug-in mode, the fixing sleeve 10 is arranged at the lower end of the side surface of the cantilever top frame 2, the reinforcing rib plates 11 are inserted into the fixing sleeve 10, and the fixing anchor bolts 12 penetrate through the reinforcing rib plates 11 and are connected to the bottom of the inner layer plate 7 in a plug-in mode.
From the above, it can be seen that: the cantilever top frame 2 is integrally of an L-shaped structure, wraps the side end and the top end of the integral structure, and increases the supporting force and the length.
From the above, it can be seen that: the reinforcing rib plate 11 is connected in an inclined shape, and the supporting force is increased through the inclined shape.
From the above, it can be seen that: reinforcing bar 9 with for welded fastening connects between the 2 side surfaces of cantilever roof-rack, through welded fastening back, accessible reinforcing bar 9 is taut fixed with inner plating 7, extrusion activity when avoiding filling the concrete.
Wherein, it is important to point out that, in concrete implementation, frame post 1 is when the construction, will install built-in reinforcing bar 3 and pre-buried plywood 4, will encorbelment between roof-rack 2 and the pre-buried plywood 4 welded fastening again, with inner-layer board 7 in proper order slip insert to cartridge groove 6 to support through supporting leg 8 between, insert reinforcing bar plate 11 again in fixed cover 10, rethread fixed crab-bolt 12 passes reinforcing bar plate 11 and inserts to inner-layer board 7 in fixed, it can to fill the concrete at last.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in other forms, and any person skilled in the art may apply the equivalent embodiments modified or modified by the above technical contents disclosed as equivalent variations to other fields, but any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical spirit of the present invention will still fall within the protection scope of the technical solution of the present invention.
Claims (6)
1. An overhanging structure based on building design comprises a frame column (1) and an overhanging roof frame (2), and is characterized in that the frame column (1) and the overhanging roof frame (2) are provided with a connecting structure;
the connection structure includes: an embedded part and an inner lining part;
the embedded part is arranged on the frame column (1) and the overhanging jacking frame (2), and the lining part is arranged on the overhanging jacking frame (2).
2. The cantilever structure based on architectural design of claim 1, wherein the pre-buried portion comprises: the steel bar embedded type concrete slab is characterized by comprising built-in steel bars (3), embedded laminates (4) and positioning holes (5);
the embedded steel bars (3) are arranged in the frame columns (1), the positioning holes (5) are formed in the surfaces of the embedded laminated plates (4), and the embedded laminated plates (4) are connected to the embedded steel bars (3) in a sleeved mode through the positioning holes (5).
3. The architectural design based cantilever structure of claim 1, wherein the lining portion comprises: the device comprises an insertion groove (6), an inner layer plate (7), a supporting leg (8), a reinforcing steel bar (9), a fixing sleeve (10), a reinforcing rib plate (11) and a fixing anchor bolt (12);
open cartridge groove (6) be in cantilever roof-rack (2) bottom surface, inner plating (7) slip cartridge is in cartridge groove (6), supporting leg (8) are fixed inner plating (7) side surface, reinforcing bar (9) cartridge is connected in inner plating (7), fixed cover (10) set up cantilever roof-rack (2) side surface lower extreme, reinforcing bar (11) cartridge is in fixed cover (10), fixed crab-bolt (12) pass reinforcing bar (11) cartridge is connected inner plating (7) bottom.
4. The cantilever structure based on architectural design according to claim 1, wherein the cantilever roof frame (2) is in an L-shaped structure as a whole.
5. An overhanging structure based on building design according to claim 3 characterized in that the stiffened panel (11) is connected in an inclined manner.
6. An overhanging structure based on building design according to claim 3, characterized in that the reinforcing steel bars (9) are fixedly connected with the side surface of the overhanging head frame (2) by welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222064018.0U CN218091337U (en) | 2022-08-05 | 2022-08-05 | Structure of encorbelmenting based on architectural design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222064018.0U CN218091337U (en) | 2022-08-05 | 2022-08-05 | Structure of encorbelmenting based on architectural design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218091337U true CN218091337U (en) | 2022-12-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222064018.0U Active CN218091337U (en) | 2022-08-05 | 2022-08-05 | Structure of encorbelmenting based on architectural design |
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| Country | Link |
|---|---|
| CN (1) | CN218091337U (en) |
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- 2022-08-05 CN CN202222064018.0U patent/CN218091337U/en active Active
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