CN215829817U - Wrong elevation cap node structure - Google Patents
Wrong elevation cap node structure Download PDFInfo
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- CN215829817U CN215829817U CN202122353012.0U CN202122353012U CN215829817U CN 215829817 U CN215829817 U CN 215829817U CN 202122353012 U CN202122353012 U CN 202122353012U CN 215829817 U CN215829817 U CN 215829817U
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- 230000003014 reinforcing effect Effects 0.000 claims description 27
- 238000005452 bending Methods 0.000 claims description 8
- 238000005336 cracking Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 239000003351 stiffener Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000011324 bead Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
A staggered elevation column cap node structure comprises a column body, wherein a column cap is arranged at the top end of the column body; two sides of the column cap are respectively connected with the first top plate and the second top plate; the two sides of the column cap are respectively connected with a first supporting plate and a second supporting plate; one side of the column cap is provided with a triangular supporting part which is connected with the top surface of the first top plate; a connecting rib is arranged in the column cap and is sequentially divided into a first connecting section, a second connecting section and a third connecting section; the second connecting section is arranged along the inclined top surface of the triangular supporting part, and the bottom end of the second connecting section extends into the first top plate; the first connecting section is arranged along the bottom surface of the first top plate; the third connecting section is disposed along a top surface of the second top plate. In the embodiment of the utility model, the two top plates with different elevations can be firmly connected to the column cap through the support of the supporting plate, the connection of the triangular supporting parts and the connection of the connecting ribs, so that the column cap has stronger bearing capacity and meets the strength requirement of a building structure, and the top plates have no beam bottom structures, have smaller section sizes and reduce the occupation of top space.
Description
Technical Field
The utility model belongs to the technical field of building structures, and particularly relates to a staggered elevation column cap node structure.
Background
At present, underground space is widely used, and particularly, underground garages are designed to be underground more and more. The main structure of the underground garage engineering generally adopts a common beam plate structure form, but the beam bottom of the structure form is obviously exposed, the section size is larger when the floor load is larger, the arrangement influence on underground pipelines is serious, and the appearance is lack of aesthetic feeling. In order to realize that the comprehensive arrangement of the pipeline is not influenced, the floor height meets the traffic requirement, the pipeline is more attractive visually, and the limited space is better utilized, the main body structure needs to be considered for optimal design.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the related art, the utility model provides a column cap node structure with wrong elevation, which aims to solve the problems that the beam bottom is exposed, the section size is large and the pipeline arrangement is influenced when the current underground internal structure adopts a common beam plate structure.
The utility model provides a staggered height column cap node structure which comprises a column body, wherein a column cap is arranged at the top end of the column body;
the two sides of the column cap are respectively connected with a first top plate and a second top plate, and the height position of the first top plate is lower than that of the second top plate;
the two sides of the column cap are respectively connected with a first supporting plate and a second supporting plate, and the first supporting plate is positioned below the first top plate and is connected with the bottom surface of the first top plate; the second supporting plate is positioned below the second top plate and connected with the bottom surface of the second top plate;
one side of the column cap is provided with a triangular supporting part which is positioned above the first top plate and is connected with the top surface of the first top plate;
the top end of the triangular supporting part is flush with the top surface of the second top plate;
a connecting rib is arranged in the column cap and is sequentially divided into a first connecting section, a second connecting section and a third connecting section;
the second connecting section is arranged along the inclined top surface of the triangular supporting part, and the bottom end of the second connecting section extends into the first top plate;
the first connecting section is arranged along the bottom surface of the first top plate;
the third connecting section is disposed along a top surface of the second top plate.
This technical scheme is supported the roof by the layer board, carries out a body coupling through triangle supporting part between with the roof, utilizes the splice bar that draws to one side to all connect at last and consolidate to guarantee the joint strength and the support capacity of cap node structure, eliminated exposed beam-bottom structure, the cross-sectional dimension is less, has reduced the occupation to the top space, makes things convenient for laying of pipeline.
In some embodiments, a support rib is horizontally arranged in the second supporting plate, and the support rib extends into the column cap and extends to the top surface of the triangular support part. This technical scheme has strengthened the joint strength of cap and second layer board, has improved the bearing capacity of second layer board.
In some embodiments, a first reinforcing rib is arranged in the first supporting plate;
the middle part of the first reinforcing rib is arranged along the bottom surface of the first supporting plate;
one end of the first reinforcing rib extends to one end, far away from the column cap, of the first supporting plate and extends into the first top plate through upward bending;
the other end of the first reinforcing rib extends into the column cap and extends into the second supporting plate through upward bending.
This technical scheme has strengthened the joint strength of cap and first layer board, improves the bearing capacity of first layer board to the joint strength of first layer board with first roof and second layer board has been strengthened.
In some embodiments, a second reinforcing rib is arranged in the second supporting plate;
the middle part of the second reinforcing rib is arranged along the bottom surface of the second supporting plate;
one end of the second reinforcing rib extends to one end, far away from the column cap, of the second supporting plate and extends into the second top plate through upward bending;
the other end of the second reinforcing rib extends into the column cap.
This technical scheme has strengthened the joint strength of second layer board and cap, increases second layer board bearing capacity to the joint strength of second layer board and second roof has been improved.
Based on the technical scheme, the two top plates with different elevations can be firmly connected to the column cap through the support of the supporting plate, the connection of the triangular supporting parts and the connection of the connecting ribs in the embodiment of the utility model, so that the bearing capacity is stronger, the strength requirement of a building structure is met, the top plate has no beam bottom structure, only a shorter supporting plate is relatively protruded, the cross section size is smaller, the occupation of the top space is reduced, the arrangement of pipelines is convenient, and the problems that the beam bottom is exposed, the cross section size is large and the pipeline arrangement is influenced when the current underground internal structure adopts a common beam plate structure are solved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the utility model and together with the description serve to explain the utility model without limiting the utility model. In the drawings:
FIG. 1 is a schematic structural view of a staggered height cap node structure of the present invention;
in the figure:
1. a cylinder;
2. a cap; 21. a triangular support portion;
31. a first top plate; 32. a second top plate;
41. a first pallet; 42. a second pallet;
5. connecting ribs; 51. a first connection section; 52. a second connection section; 53. a third connection section;
6. supporting ribs;
71. a first reinforcing rib; 72. and a second reinforcing rib.
Detailed Description
The technical solutions in the embodiments will be clearly and completely described below with reference to the drawings in the embodiments of the present invention. It is to be understood that the described embodiments are merely a few embodiments of the utility model, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "central," "lateral," "longitudinal," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for convenience in describing the present invention and for simplicity in description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be considered limiting.
The terms "first", "second" and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first", "second", "third" may explicitly or implicitly include one or more of the features.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In one exemplary embodiment of the wrong-height cap node structure of the present invention, as shown in fig. 1, the wrong-height cap node structure comprises a column 1, with a cap 2 at the top end of the column 1.
The two sides of the column cap 2 are respectively connected with the first top plate 31 and the second top plate 32 through concrete pouring and integral molding, the height position of the first top plate 31 is lower than that of the second top plate 32, namely, the elevation of the first top plate 31 is lower than that of the second top plate 32.
The two sides of the column cap 2 are respectively connected with the first supporting plate 41 and the second supporting plate 42 in a concrete pouring and integral forming mode. The first support plate 41 is located below the first top plate 31 and integrally connected to the bottom surface thereof by means of concrete pouring. The second support plate 42 is located below the second top plate 32 and is integrally connected to the bottom surface thereof by means of concrete pouring.
The cap 2 has a triangular support portion 21 at one side thereof, and the triangular support portion 21 is positioned above the first top plate 31 and integrally connected with the top surface thereof by means of concrete casting. The top end of the triangular support portion 21 is flush with the top surface of the second top plate 32.
The column cap 2 is internally provided with a connecting rib 5, and the connecting rib 5 is sequentially divided into a first connecting section 51, a second connecting section 52 and a third connecting section 53. The second connecting section 52 is disposed along the inclined top surface of the triangular support portion 21, and its bottom end protrudes into the first top plate 31. The first connection section 51 is disposed along the bottom surface of the first top plate 31. The third connecting section 53 extends into the second top plate 32 and is disposed along the top surface of the second top plate 32.
One end of the connecting rib 5 extends into the bottom of the first top plate 31 and is arranged along the bottom surface of the first top plate 31, so that the connecting strength of the first top plate 31 and the triangular supporting part 21 is increased. The other end of the connecting rib 5 extends into the second top plate 32, so that the connecting strength between the second top plate 32 and the triangular supporting part 21 is increased. The middle part of splice bar 5 sets up along the 21 top surfaces of triangular supports portion, has improved the structural strength of the 21 top surfaces of triangular supports portion, makes it as the support in underground space, has stronger compressive capacity under the pushing down of upper earth and stone, guarantees the intensity of underground building. The connecting rib 5 extends to the top surface of the second top plate 32 along the top surface of the triangular supporting part 21, so that the strength of the external corner of the structure is increased, the external corner is prevented from cracking due to the fact that soil and stones are pressed down, and the strength of an underground building is improved. The supporting plates are all corresponding top plates for supporting, so that the pressure resistance of the top plates is improved, and the strength of underground buildings is increased.
In above-mentioned exemplary embodiment, wrong elevation cap node structure passes through the support of tray, the connection of triangle supporting part and the connection of splice bar, the connection that the roof that makes two elevations different can be firm on the cap, stronger bearing capacity has, satisfy building structure's intensity requirement, the roof does not have the beam bottom structure, only have shorter tray relatively outstanding, cross sectional dimension is less, the occupation to the tip space has been reduced, make things convenient for laying of pipeline, it adopts ordinary beam plate structure to have the beam bottom to expose to have solved current secret inner structure, cross sectional dimension is big, influence the problem of pipe arrangement.
In some embodiments, the second support plate 42 is horizontally provided with a support rib 6, and the support rib 6 extends into the column cap 2 and extends to the top surface of the triangular support portion 21. The brace rod 6 spans the triangular support portion 21 and the second supporting plate 42 of the column cap 2, thereby playing a vertical support, so that the triangular support portion 21 can improve the stability of the second supporting plate 42 in the vertical direction, improve the supporting capability of the second supporting plate 32, and increase the structural stability.
In some embodiments, a first stiffener 71 is provided within the first support plate 31. The middle portion of the first reinforcing rib 71 is disposed along the bottom surface of the first supporting plate 41, increasing the structural strength of the bottom surface of the first supporting plate 41. One end of the first reinforcing rib 71 extends to one end of the first supporting plate 41 far away from the column cap 2, and extends into the first top plate 31 by bending upwards, so that the connection strength of the first top plate 31 and the first supporting plate 41 is increased, and the first reinforcing rib 71 extends to the process of the first top plate 31, and is connected with the first top plate 31 through the first supporting plate 41 to form an internal corner, wherein the internal corner is located in an indoor space, the strength of the internal corner is increased by the first reinforcing rib 71, and indoor cracking is avoided. The other end of first strengthening rib 71 extends to in the cap 2 to through upwards buckling extension to in the second layer board 42, make first strengthening rib 71 connect first layer board 41, cap 2 and second layer board 42, the intensity of cap 2 has been increased, and improve the joint strength of cap 2 and second layer board 42, strengthen second layer board 42's bearing capacity, and first strengthening rib 71 extends to the in-process of second layer board 42, through the second layer board 42 and the internal corner department that the cap 2 is connected and is formed, increase internal corner department intensity, avoid indoor fracture.
In some embodiments, a second stiffener 72 is provided within the second pallet 42. The middle portion of the second reinforcing bead 72 is disposed along the bottom surface of the second support plate 42, increasing the structural strength of the bottom surface of the second support plate 42. One end of the second reinforcing rib 72 extends to one end of the second supporting plate 42 far away from the column cap 2, and extends into the second top plate 32 by bending upwards, so that the connection strength of the second top plate 32 and the second supporting plate 42 is increased, and the second reinforcing rib 72 extends into the process of the second top plate 32, and is connected with the second top plate 32 through the second supporting plate 42 to form an internal corner, the internal corner is located in an indoor space, the strength of the internal corner is increased by the second reinforcing rib 72, and indoor cracking is avoided. The other end of the second reinforcing rib 72 extends into the column cap 2, so that the connection strength of the second supporting plate 42 and the column cap 2 is increased, and the bearing capacity of the second supporting plate 42 is enhanced.
Finally, it should be noted that: the embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The above examples are only intended to illustrate the technical solution of the present invention and not to limit it; although the present invention has been described in detail with reference to preferred embodiments, those skilled in the art will understand that: modifications to the specific embodiments of the utility model or equivalent substitutions for parts of the technical features may be made; without departing from the spirit of the present invention, it is intended to cover all aspects of the utility model as defined by the appended claims.
Claims (4)
1. The staggered-elevation column cap node structure is characterized by comprising a column body, wherein a column cap is arranged at the top end of the column body;
two sides of the column cap are respectively connected with a first top plate and a second top plate, and the height position of the first top plate is lower than that of the second top plate;
the two sides of the column cap are respectively connected with a first supporting plate and a second supporting plate, and the first supporting plate is positioned below the first top plate and is connected with the bottom surface of the first top plate; the second supporting plate is positioned below the second top plate and connected with the bottom surface of the second top plate;
one side of the column cap is provided with a triangular supporting part which is positioned above the first top plate and is connected with the top surface of the first top plate;
the top end of the triangular supporting part is flush with the top surface of the second top plate;
a connecting rib is arranged in the column cap and is sequentially divided into a first connecting section, a second connecting section and a third connecting section;
the second connecting section is arranged along the inclined top surface of the triangular supporting part, and the bottom end of the second connecting section extends into the first top plate;
the first connecting section is arranged along the bottom surface of the first top plate;
the third connecting section is disposed along a top surface of the second top plate.
2. The staggered-height cap node structure according to claim 1, wherein a support rib is horizontally arranged in the second supporting plate, and the support rib extends into the cap and extends to the top surface of the triangular support part.
3. The wrong height cap node structure according to claim 1, wherein a first reinforcing rib is provided in said first support plate;
the middle part of the first reinforcing rib is arranged along the bottom surface of the first supporting plate;
one end of the first reinforcing rib extends to one end, far away from the column cap, of the first supporting plate and extends into the first top plate through upward bending;
the other end of the first reinforcing rib extends into the column cap and extends into the second supporting plate through upward bending.
4. The wrong height cap node structure according to claim 1, wherein a second reinforcing rib is provided in said second support plate;
the middle part of the second reinforcing rib is arranged along the bottom surface of the second supporting plate;
one end of the second reinforcing rib extends to one end, far away from the column cap, of the second supporting plate and extends into the second top plate through upward bending;
the other end of the second reinforcing rib extends into the column cap.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202122353012.0U CN215829817U (en) | 2021-09-27 | 2021-09-27 | Wrong elevation cap node structure |
Applications Claiming Priority (1)
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CN202122353012.0U CN215829817U (en) | 2021-09-27 | 2021-09-27 | Wrong elevation cap node structure |
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CN215829817U true CN215829817U (en) | 2022-02-15 |
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CN202122353012.0U Active CN215829817U (en) | 2021-09-27 | 2021-09-27 | Wrong elevation cap node structure |
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2021
- 2021-09-27 CN CN202122353012.0U patent/CN215829817U/en active Active
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