CN216196013U - Structure of general node of shaped steel concrete post beam column - Google Patents
Structure of general node of shaped steel concrete post beam column Download PDFInfo
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- CN216196013U CN216196013U CN202122509650.7U CN202122509650U CN216196013U CN 216196013 U CN216196013 U CN 216196013U CN 202122509650 U CN202122509650 U CN 202122509650U CN 216196013 U CN216196013 U CN 216196013U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 239000004567 concrete Substances 0.000 title description 27
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 36
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 25
- 238000005728 strengthening Methods 0.000 description 32
- 238000009434 installation Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model discloses a structure of a steel reinforced concrete column beam column universal node, which comprises a column A and an assembling mechanism, wherein the assembling mechanism is composed of a fixing ring A, a clamping groove A, a clamping block B, a fixing ring B, a clamping groove B, a groove A, a groove B, a reinforcing rib A, a fixing block A and a fixing block B, the clamping block A is pasted and connected to the top end of one side of the fixing ring A, the clamping groove A is formed in the bottom end of the clamping block A and clamped and connected with the clamping block B, the clamping block B is fixedly connected to the top end of one side of the fixing ring B, the clamping groove B is formed in the bottom end of the clamping block B, the fixing block A is detachably connected to the inner side of the fixing ring B, and the fixing block B is movably connected to one side of the fixing block A. The structure of the universal joint of the steel reinforced concrete column beam column is convenient for combining the earth column A and the earth column B through the mutual matching between the fixing ring A and the fixing ring B, and reduces the complexity in assembling and time and labor saving.
Description
Technical Field
The utility model relates to the technical field of building concrete beams and columns, in particular to a structure of a general node of a beam and column of a section steel concrete column.
Background
When the super high-rise building structure is designed, the steel reinforced concrete composite structure is a very good choice, and particularly for projects with the height of 150 m-300 m, a frame-core tube structure system of a steel reinforced concrete column, a reinforced concrete beam and a reinforced concrete core tube is adopted. The axial force of the frame column under the self weight and the horizontal load is very large, in order to reduce the section of the frame column and create more use space, a method of embedding solid-web type steel ribs in the column is mostly adopted to manufacture the steel reinforced concrete column, when the longitudinal ribs of the reinforced concrete beam are anchored into the steel reinforced column, the beam steel ribs can be blocked by the steel ribs in the column, and the effective anchoring length which can not meet the standard requirement can not be met, therefore, the processing of the beam-column joint of the system is a key; therefore, the novel steel reinforced concrete beam column joint is significant in view of the problems.
Patent No. 201610713452.3 discloses a structure of general node of shaped steel concrete column beam column, it is including shaped steel concrete column and shaped steel concrete beam, shaped steel concrete beam with shaped steel concrete column cross connection forms the general node of beam column, just shaped steel concrete beam with shaped steel concrete column is perpendicular, shaped steel concrete beam adopts two row at least reinforcing bar arrangements and adopts concrete placement to form, shaped steel concrete beam comprises X to shaped steel concrete beam and Y to shaped steel concrete beam. The utility model has the advantages of high bearing capacity, good ductility, strong energy consumption capability, excellent anti-seismic performance, no need of a large number of supporting forms, high construction speed and the like; the structure is simple, and the wall surface is smooth.
This structure of general node of shaped steel concrete post beam column has following drawback: 1. the structural installation of the beam column universal joint of the profile steel concrete column is inconvenient, time and labor are wasted, and the practicability of the structure of the beam column universal joint of the profile steel concrete column is reduced; 2. the structural rigidity of the universal joint of the beam column of the steel reinforced concrete column is poor, and the stress is not uniform.
SUMMERY OF THE UTILITY MODEL
The utility model mainly aims to provide a structure of a steel reinforced concrete column beam column universal joint, which can effectively solve the problems in the background technology.
In order to achieve the purpose, the utility model adopts the technical scheme that:
the utility model provides a structure of general node of shaped steel concrete post beam column, includes earth pillar A, still includes equipment mechanism, equipment mechanism specifically comprises retainer plate A, draw-in groove A, fixture block B, retainer plate B, draw-in groove B, recess A, recess B, strengthening rib A, fixed block A and fixed block B, connection fixture block A is pasted on retainer plate A one side top, draw-in groove A has been seted up to fixture block A bottom, fixture block B is connected to draw-in groove A block, fixture block B fixed connection retainer plate B one side top, draw-in groove B has been seted up to fixture block B bottom, connection fixed block A can be dismantled to retainer plate B inboard, fixed block A one side swing joint fixed block B, recess A and recess B sliding connection are passed through on fixed block B top.
Further, still including strengthening the device, the device is strengthened to the inboard installation of earth pillar A, through the intensity of the structure of the general node of reinforcing device multiplicable shaped steel concrete column beam column.
Further, strengthen the device and specifically constitute by bracing piece, fastener A, fastener B, strengthening rib B and strengthening rib C, bracing piece one side plug-in connection fastener A, fastener A top swing joint fastener B, fastener B top installation strengthening rib B, strengthening rib B top plug-in connection strengthening rib C through mutually supporting between strengthening rib B and the strengthening rib C, has increased the rigidity of the structure of shaped steel concrete column beam column general node.
Furthermore, the two sides of the earth pillar A can be detachably connected with the earth pillar B, and the structure of the beam-column universal joint of the steel reinforced concrete column can be conveniently detached and installed through the earth pillar A and the earth pillar B.
Furthermore, the fixing block A, the fixing block B, the fixing ring A, the fixture block A, the fixing ring B and the fixture block B are in an axisymmetric structure along the central axis of the earth pillar A, and the earth pillar A and the earth pillar B are conveniently combined through mutual matching between the fixing ring A and the fixing ring B.
Furthermore, strengthening rib A is located between strengthening rib B and the strengthening rib C, is located between strengthening rib B and the strengthening rib C through strengthening rib A and can increase the intensity of the structure of the general node of shaped steel concrete column beam column.
1. Compared with the prior art, the utility model has the following beneficial effects: through mutually supporting between fixture block A and draw-in groove B and fixture block B and the draw-in groove B, it is fixed with retainer plate A and retainer plate B, and fixed block A, fixed block B, retainer plate A, fixture block A, retainer plate B and fixture block B are the axisymmetric structure along earth pillar A's axis, through mutually supporting between retainer plate A and the retainer plate B, are convenient for make up earth pillar A and earth pillar B.
2. Through mutually supporting between recess A and the recess B, install strengthening rib A inboard at earth pillar A and earth pillar B, place fixed block A and fixed block B in earth pillar A and earth pillar B junction, it is fixed with fixed block B through fastener A, it is fixed with fixed block A through fastener B, peg graft strengthening rib B and strengthening rib B in earth pillar B inboard, strengthening rib A is located between strengthening rib B and the strengthening rib C, it can increase the intensity of the structure of shaped steel concrete column beam column general node to be located between strengthening rib B and the strengthening rib C through strengthening rib A.
Drawings
Fig. 1 is a schematic overall structure diagram of a structure of a general node of a steel reinforced concrete column, beam and column according to the present invention.
Fig. 2 is a schematic structural diagram of a partial top view of a structure of the general node of the beam column of the steel reinforced concrete.
Fig. 3 is a partial left-side view structural schematic diagram of an assembling mechanism of the structure of the general node of the steel reinforced concrete column, beam and column.
In the figure: 1. an assembly mechanism; 101. a fixed ring A; 102. a clamping groove A; 103. a clamping block A; 104. a clamping block B; 105. a fixed ring B; 106. a clamping groove B; 107. a groove A; 108. a groove B; 109. a reinforcing rib A; 110. a fixed block A; 111. a fixed block B; 2. a reinforcement device; 201. a support bar; 202. a fastener A; 203. a fastener B; 204. reinforcing ribs B; 205. reinforcing ribs C; 3. a soil column A; 4. and a soil column B.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.
As shown in fig. 1-3, a structure of a steel reinforced concrete column beam column universal joint, including earth pillar a3, still include equipment mechanism 1, equipment mechanism 1 specifically comprises retainer plate a101, draw-in groove a102, fixture block a103, fixture block B104, retainer plate B105, draw-in groove B106, recess a107, recess B108, strengthening rib a109, fixed block a110 and fixed block B111, connection fixture block a103 has been pasted on retainer plate a101 one side top, fixture block a103 bottom has seted up draw-in groove a102, fixture block B104 is connected in the block a102 block, fixture block B104 fixed connection retainer plate B105 one side top, fixture block B104 bottom has seted up draw-in groove B106, fixed block a110 is connected to the retainer plate B105 inboard can be dismantled, fixed block a110 one side swing joint fixed block B111, fixed block B111 top is through recess a107 and recess B108 sliding connection.
The steel column structure comprises a reinforcing device 2, wherein the reinforcing device 2 is installed on the inner side of the steel column A3, and the strength of the structure of the general node of the steel reinforced concrete column beam column can be increased through the reinforcing device 2.
Wherein, strengthen device 2 specifically by bracing piece 201, fastener A202, fastener B203, strengthening rib B204 and strengthening rib C205 and constitute, bracing piece 201 one side grafting connection fastener A202, fastener A202 top swing joint fastener B203, fastener B203 top installation strengthening rib B204, strengthening rib B204 top grafting connection strengthening rib C205, through mutually supporting between strengthening rib B204 and the strengthening rib C205, increased the rigidity of the structure of the general node of shaped steel concrete column beam column.
The two sides of the earth column A3 can be detachably connected with an earth column B4, and the structure of the common node of the beam column of the steel reinforced concrete column can be conveniently detached and installed through the earth column A3 and the earth column B4.
The fixing block A110, the fixing block B111, the fixing ring A101, the fixture block A103, the fixing ring B105 and the fixture block B104 are in an axisymmetric structure along the central axis of the earth column A3, and the earth column A3 and the earth column B4 are combined conveniently through mutual matching of the fixing ring A101 and the fixing ring B105.
The reinforcing rib A109 is located between the reinforcing rib B204 and the reinforcing rib C205, and the strength of the structure of the general node of the steel concrete column beam column can be increased by the fact that the reinforcing rib A109 is located between the reinforcing rib B204 and the reinforcing rib C205.
It should be noted that, the utility model is a structure of a steel reinforced concrete column beam column universal joint, during operation, the earth column A3 and the earth column B4 are placed at fixed positions, the fixing ring a101 and the fixing ring B105 are fixed at two sides of the earth column A3 and the earth column B4 through the support rod 201, the fixing ring a101 and the fixing ring B105 are fixed through the mutual matching between the fixture block a103 and the slot B106 and between the fixture block B104 and the slot B106, the fixing ring a101 and the fixing ring B105 are fixed, the fixing block a110, the fixing block B111, the fixing ring a101, the fixture block a103, the fixing ring B105 and the fixture block B104 are in an axial symmetry structure along the central axis of the earth column A3, the fixing ring a101 and the fixing ring B105 are matched with each other to facilitate the combination of the earth column A3 and the earth column B4, the reinforcing rib a109 is installed at the inner sides of the earth column A3 and the earth column B4 through the mutual matching between the slot a107 and the slot B108, the fixing blocks a110 and B111 are placed at the connection of the fixing block A3 and the earth column B4, and the fixing block B202 are fixed by the fixing block a202, fixing block A110 is fixed through fastener B202, reinforcing rib B204 and reinforcing rib B205 are inserted into the inner side of column B4, reinforcing rib A109 is located between reinforcing rib B204 and reinforcing rib C205, and the strength of the structure of the general node of the steel concrete column beam column can be increased by locating reinforcing rib A109 between reinforcing rib B204 and reinforcing rib C205.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. The structure of the universal node of the steel reinforced concrete column beam column comprises a column A (3) and is characterized by further comprising an assembling mechanism (1), wherein the assembling mechanism (1) is specifically composed of a fixing ring A (101), a clamping groove A (102), a clamping block A (103), a clamping block B (104), a fixing ring B (105), a clamping groove B (106), a groove A (107), a groove B (108), a reinforcing rib A (109), a fixing block A (110) and a fixing block B (111), the clamping block A (103) is pasted and connected to the top end of one side of the fixing ring A (101), the clamping groove A (102) is formed in the bottom end of the clamping block A (103), the clamping groove A (102) is clamped and connected to the clamping block B (104), the clamping block B (104) is fixedly connected to the top end of one side of the fixing ring B (105), the clamping groove B (106) is formed in the bottom end of the clamping block B (104), and the fixing ring B (105) is detachably connected to the fixing block A (110) on the inner side, one side of the fixing block A (110) is movably connected with a fixing block B (111), and the top end of the fixing block B (111) is connected with the groove B (108) in a sliding mode through a groove A (107).
2. The structure of a steel reinforced concrete column beam column universal joint according to claim 1, characterized by further comprising a reinforcing device (2), wherein the reinforcing device (2) is installed inside the column A (3).
3. The structure of a general node of a steel reinforced concrete column, beam and column according to claim 2, characterized in that, the reinforcing device (2) specifically comprises a support rod (201), a fastener A (202), a fastener B (203), a reinforcing rib B (204) and a reinforcing rib C (205), the fastener A (202) is inserted and connected to one side of the support rod (201), the fastener B (203) is movably connected to the upper side of the fastener A (202), the reinforcing rib B (204) is installed to the upper side of the fastener B (203), and the reinforcing rib C (205) is inserted and connected to the upper side of the reinforcing rib B (204).
4. The structure of a steel reinforced concrete column beam column universal joint according to claim 1, characterized in that the earth column B (4) can be detachably connected to both sides of the earth column A (3).
5. The structure of the universal node of the steel reinforced concrete column, beam and column as claimed in claim 1, wherein the fixing block a (110), the fixing block B (111), the fixing ring a (101), the clamping block a (103), the fixing ring B (105) and the clamping block B (104) are in an axisymmetric structure along the central axis of the column a (3).
6. A structure of a steel reinforced concrete column beam column universal joint according to claim 1, characterized in that the reinforcing bar a (109) is located between the reinforcing bar B (204) and the reinforcing bar C (205).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122509650.7U CN216196013U (en) | 2021-10-19 | 2021-10-19 | Structure of general node of shaped steel concrete post beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122509650.7U CN216196013U (en) | 2021-10-19 | 2021-10-19 | Structure of general node of shaped steel concrete post beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216196013U true CN216196013U (en) | 2022-04-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122509650.7U Expired - Fee Related CN216196013U (en) | 2021-10-19 | 2021-10-19 | Structure of general node of shaped steel concrete post beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216196013U (en) |
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2021
- 2021-10-19 CN CN202122509650.7U patent/CN216196013U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220405 |