CN210918326U - Processing structure for arranging tie beam and reinforcing beam column joint between layers when column is overlong - Google Patents
Processing structure for arranging tie beam and reinforcing beam column joint between layers when column is overlong Download PDFInfo
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- CN210918326U CN210918326U CN201921261141.3U CN201921261141U CN210918326U CN 210918326 U CN210918326 U CN 210918326U CN 201921261141 U CN201921261141 U CN 201921261141U CN 210918326 U CN210918326 U CN 210918326U
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Abstract
The utility model discloses the node relates to a post overlength needs to set up the processing structure of straining beam, reinforced beam column node between layer, including the post of having built, its characterized in that: ring beams are arranged at equal intervals in the height direction of the built column body, a node anchoring area is arranged at the joint of the ring beams and the built column body, and one part of the node anchoring area is embedded into the surface layer of the built column body and is poured together with the ring beams; the periphery of all the ring beams is symmetrically provided with a straining beam, and longitudinal ribs in the straining beam are anchored into the ring beams on the same layer; the width of the ring beam is larger than the anchoring length of the longitudinal rib of the straining beam. The utility model discloses node novel structure uses when setting up the newly-increased straining beam between the post, has effectively solved the connection problem of newly-increased straining beam and built post and the anchor problem of newly-increased beam reinforcement, has realized the effective transmission of horizontal force between the straining beam, has reduced the damage to built the post.
Description
Technical Field
The utility model discloses the node belongs to building structure design field, concretely relates to post overlength needs to set up the processing structure of straining beam, reinforcing beam column node between layer.
Background
In a mountain building, the base roof elevation is arranged at the original landform elevation, the length of the column is limited during design, the limitation is often ignored during actual construction, the frame column is overlong, the length-to-slenderness ratio of the column is too large, the calculation assumption requirement cannot be met, and under the condition, the frame column needs to be reinforced. Generally, two processing modes of enlarging the section of the column and arranging the tension beam between the columns exist, and the section enlarging mode causes cost increase and troublesome construction. Therefore, the invention is specially designed and created.
SUMMERY OF THE UTILITY MODEL
In order to solve the prior art problem, the utility model provides a post overlength needs to set up the processing structure of straining beam, reinforced beam column node between the layer, can improve more than not enough.
The utility model relates to a post overlength needs to set up the handling structure of straining beam, reinforced beam column node between the layer, including the post of having built, the post of having built is equidistant to set up the ring beam in the length direction, and in order to increase stability, the spacing distance is not more than 5 meters, there is the joining region between ring beam and the post of having built contact, joining region partly sink into the post of having built top layer inside and pour with the ring beam together, kicks the post of having built 50mm thickness before pouring; the pull beams are symmetrically arranged around all the ring beams, the stress balance is ensured by the symmetrical arrangement, and the longitudinal ribs in the pull beams are anchored in the ring beams on the same layer; the height of the ring beam is greater than that of the tension beam.
Furthermore, the longitudinal bars in the ring beam are arranged in a closed mode, and carbon fiber sheets are adhered to the bent portions of the reinforcing bars in the ring beam, so that the strength of the ring beam is enhanced.
Furthermore, the connecting areas and the ring beams are both cast by C35 concrete, and the concrete is higher than that of the built columns by one level.
Furthermore, the connection area is buried inside the built column body, and the steel bars of the built column body cannot be damaged.
Furthermore, the built columns are formed by pouring reinforced concrete, and the grade of the built columns is smaller than that of the connection areas.
The utility model discloses novel structure uses when setting up the straining beam between the post, has effectively solved the connection problem of newly-increased straining beam and built post and the anchor problem of newly-increased roof beam reinforcing bar, and the horizontal force between the straining beam passes through the ring beam transmission, has realized the effective transmission of horizontal force between the straining beam, has reduced the damage to built the post, adopts this kind of structure need not to carry out a large amount of plays with building the post, has reduced the bar planting quantity that the muscle was indulged to the roof beam.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic sectional view taken along line a-a' in FIG. 1.
The figure is as follows: 1 built column, 2 ring beam, 3 pulling beam, 4 sinking end, 41 reinforcing steel bar and 5 joining area.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention will be further described in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
As shown in fig. 1 and 2, a processing structure for setting a tie beam and a reinforced beam column node between layers when a column is over-long, comprises a built column body 1, ring beams 2 are arranged in the length direction of the built column body at equal intervals, the interval distance is not more than 5 m for increasing stability, an engagement area 5 exists between the ring beams 2 and the built column body 1, a part of the engagement area is sunk into the surface layer of the built column body 1 and is poured together with the ring beams, and the built column body 1 is kicked with a thickness of 50mm before pouring; and the connecting areas and the ring beams are both cast by concrete which is higher than the built columns by one grade, and cast by C35 concrete. The pull beams 3 are symmetrically arranged around all the ring beams, the stress balance is ensured by the symmetrical arrangement, and the longitudinal ribs in the pull beams are anchored into the reinforcing ribs in the ring beams 2 on the same layer; the height of the ring beam 2 is greater than that of the tension beam.
And longitudinal ribs in the ring beam are arranged in a closed manner.
The utility model discloses novel structure uses when setting up the straining beam between the post, has effectively solved the connection problem of newly-increased straining beam and built post and the anchor problem of newly-increased roof beam reinforcing bar, and the horizontal force between the straining beam passes through the ring beam transmission, has realized the effective transmission of horizontal force between the straining beam, has reduced the damage to built the post, adopts this kind of structure need not to carry out a large amount of plays with building the post, has reduced the bar planting quantity that the muscle was indulged to the roof beam.
Claims (5)
1. The utility model provides a post overlength needs set up handling structure of straining beam, reinforcing beam column node between layer, includes the post of having built, its characterized in that: ring beams are arranged at equal intervals in the height direction of the built cylinder body, a node connection area is arranged at the connection position of the ring beams and the built cylinder body, and part of the node connection area is embedded into the surface layer of the built cylinder body and is poured together with the ring beams; the periphery of all the ring beams is symmetrically provided with a straining beam, and longitudinal ribs in the straining beam are anchored into the ring beams on the same layer; the width of the ring beam is larger than the anchoring length of the longitudinal rib of the straining beam.
2. The processing structure of claim 1, wherein the extra-long column requires the installation of tie beams and reinforced beam-column joints between layers, and is characterized in that: and longitudinal ribs in the ring beam are arranged in a closed manner.
3. The processing structure of claim 1, wherein the extra-long column requires the installation of tie beams and reinforced beam-column joints between layers, and is characterized in that: and C35 concrete is poured for the joint areas and the ring beams.
4. The processing structure of claim 1, wherein the extra-long column requires the installation of tie beams and reinforced beam-column joints between layers, and is characterized in that: the connection area is buried in the built column body, and the steel bars of the built column body cannot be damaged.
5. The processing structure of claim 1, wherein the extra-long column requires the installation of tie beams and reinforced beam-column joints between layers, and is characterized in that: the built column body is formed by pouring reinforced concrete, and the grade of the built column body is smaller than that of the connection area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921261141.3U CN210918326U (en) | 2019-08-05 | 2019-08-05 | Processing structure for arranging tie beam and reinforcing beam column joint between layers when column is overlong |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921261141.3U CN210918326U (en) | 2019-08-05 | 2019-08-05 | Processing structure for arranging tie beam and reinforcing beam column joint between layers when column is overlong |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210918326U true CN210918326U (en) | 2020-07-03 |
Family
ID=71361680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921261141.3U Active CN210918326U (en) | 2019-08-05 | 2019-08-05 | Processing structure for arranging tie beam and reinforcing beam column joint between layers when column is overlong |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210918326U (en) |
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2019
- 2019-08-05 CN CN201921261141.3U patent/CN210918326U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 10-1, Building 2, No. 333 Donghu South Road, Yubei District, Chongqing, 400000 Patentee after: Chongqing Chuangzhu Jizhun Architectural Design Co.,Ltd. Address before: 10-1, Building 2, No. 333 Donghu South Road, Yubei District, Chongqing, 400000 Patentee before: Chongqing benchmarking Fangzhong Architectural Design Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |