CN217079380U - Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function - Google Patents

Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function Download PDF

Info

Publication number
CN217079380U
CN217079380U CN202220238454.2U CN202220238454U CN217079380U CN 217079380 U CN217079380 U CN 217079380U CN 202220238454 U CN202220238454 U CN 202220238454U CN 217079380 U CN217079380 U CN 217079380U
Authority
CN
China
Prior art keywords
column
reinforced concrete
prefabricated reinforced
concrete
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN202220238454.2U
Other languages
Chinese (zh)
Inventor
刘悦
崔金涛
赖艳萍
刘刚
李陈
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tianjin Chengjian University
Original Assignee
Tianjin Chengjian University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tianjin Chengjian University filed Critical Tianjin Chengjian University
Priority to CN202220238454.2U priority Critical patent/CN217079380U/en
Application granted granted Critical
Publication of CN217079380U publication Critical patent/CN217079380U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function, which comprises a concrete support column, wherein a rectangular hole is arranged in the middle part of the concrete support column, a main support beam is inserted and connected in the rectangular hole, a threaded hole is arranged on one side of the bottom of the main support beam, a support tripod is arranged in the threaded hole on the bottom of the main support beam through screw threads, and triangular bearing frames are welded on two sides of the main support beam, the prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function is provided, the support tripod is convenient to position in an auxiliary hole, the support tripod is arranged to form a node support structure for the main support beam and the concrete support column, the anti-seismic performance of the concrete support column and the main support beam is improved, the positioning column is buffered through a buffer spring, and the shock received by a platform is reduced during earthquake, and simultaneously, the shock resistance between the platform and the concrete support column is improved.

Description

Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function
Technical Field
The utility model belongs to the technical field of building beam column structure, concretely relates to prefabricated reinforced concrete and beam column assembled integrated configuration with antidetonation function.
Background
The frame structure is formed by connecting beams and columns by reinforcing steel bars to form a structure of a bearing system, namely, the frame formed by the beams and the columns jointly resists horizontal load and vertical load in the using process, and the frame structure is mainly different from a brick-concrete structure in a bearing mode. The load-bearing structures of the frame structure house are beams, plates and columns, and the house load-bearing structures of the brick-concrete structure house are floor slabs and wall bodies.
When the edge is watered at the node to current building, need calibrate the platform of concrete support, ensure that the platform pours the horizontality, and assembled beam column node lacks location structure, has vibrations between platform and the concrete support column when the earthquake takes place simultaneously, and the node damages when easy between platform and the concrete support column, and assembled beam column node does not have stable bearing structure simultaneously, and the node that the concrete support column is connected receives destruction easily in the earthquake.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prefabricated reinforced concrete and beam column assembled integrated configuration with antidetonation function, it lacks location structure to aim at solving among the prior art assembled beam column node, has vibrations when the earthquake takes place simultaneously between platform and the concrete support column, and the node damages when easy between platform and the concrete support column, and assembled beam column node does not have stable bearing structure simultaneously, and the node that the concrete support column is connected receives the problem of destruction easily in the earthquake.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a prefabricated reinforced concrete and beam column assembled integrated configuration with antidetonation function, includes the concrete support column, the rectangle hole has been seted up at concrete support column middle part, the interlude is connected with the main tributary supporting beam in the rectangle hole, main tributary supporting beam bottom one side set up threaded hole, install the support tripod through screw thread in the main tributary supporting beam bottom threaded hole, main tributary supporting beam both sides side welding has the triangle bearing frame.
In order to make and support the tripod, be located supplementary hole has been seted up to rectangle hole bottom avris, support tripod one side and be equipped with the fixed axle, the fixed axle alternates to be connected in supplementary hole.
In order to measure the pouring distance of the concrete support column, two one side of the top of the triangular bearing frame is provided with a buffer column, the top of the buffer column is provided with a buffer cavity, and a positioning column is slidably connected in the buffer cavity.
In order to measure the distance between the concrete support column pouring platforms, graduated scales are arranged on the surfaces of the positioning columns.
In order to buffer the poured platform, a buffer spring is sleeved on the outer wall of the positioning column.
In order to fix the fixed shaft, one end of the fixed shaft is connected with the fixed plate in an inserting mode, threads are carved on one end of the fixed shaft, and one end of the fixed shaft is connected with the fixed plate in a threaded mode through the nut.
In order to fix the column supporting beam, a limiting groove is formed in the top of the fixing plate, and one end of the main supporting beam is welded in the limiting groove.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model has the advantages that the supporting tripod is positioned conveniently in the auxiliary hole, and the supporting tripod forms a node supporting structure for the main supporting beam and the concrete supporting column, thereby improving the shock resistance of the concrete supporting column and the main supporting beam;
2. the utility model discloses a reference column that is equipped with when the platform is pour, the horizontal distance that the concrete support post pour platform and main tributary supporting beam is convenient for measure by the scale on reference column surface, and the reference column is impressed the cushion chamber, and buffer spring cushions the reference column, reduces the vibrations that the platform received during the earthquake, improves the shock resistance between platform and the concrete support post simultaneously.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of a concrete support pillar of the present invention;
FIG. 3 is a schematic view of the structure of the buffer post of the present invention;
fig. 4 is a schematic structural view of the main support beam of the present invention.
Description of the reference numerals
1. A concrete support column; 2. a rectangular hole; 3. a main support beam; 4. a threaded hole; 5. a support tripod; 6. a triangular bearing frame; 7. auxiliary holes; 8. a fixed shaft; 9. a buffer column; 10. a buffer chamber; 11. a positioning column; 12. a buffer spring; 13. a fixing plate; 14. a limiting groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides the following technical solutions: prefabricated reinforced concrete and beam column assembled integrated configuration with antidetonation function, including concrete support column 1, rectangular hole 2 has been seted up at concrete support column 1 middle part, and the interlude is connected with main tributary supporting beam 3 in the rectangular hole 2, and threaded hole 4 is seted up to 3 bottom one sides of main tributary supporting beam, and 3 bottom screw holes of main tributary supporting beam are installed through screw thread in 4 and are supported tripod 5, and 3 both sides welding of main tributary supporting beam have triangle bearing frame 6.
An auxiliary hole 7 is formed in the side edge of the bottom of the rectangular hole 2, a fixing shaft 8 is arranged on one side of the supporting tripod 5, and the fixing shaft 8 is inserted and connected into the auxiliary hole 7.
During the concrete use, support tripod 5 and be convenient for fix a position support tripod 5 in inserting supplementary hole 7 with fixed axle 8 in the installation, the screw of being convenient for aims at screw hole 4, installs fast support tripod 5, supports tripod 5 and forms node bearing structure to main tributary supported beam 3 and concrete support post 1, improves the shock resistance of concrete support post 1 and main tributary supported beam 3.
Two triangle bearing frame 6 top one sides are equipped with cushion column 9, and cushion chamber 10 has been seted up at cushion column 9 top, and sliding connection has reference column 11 in cushion chamber 10. When the platform is used specifically, when the platform on the concrete support column 1 is poured, the platform is ninety degrees vertical to the concrete support column 1, and at the moment, the positioning column 11 is pressed into the buffer cavity 10, so that the bottom of the platform is attached to the top of the main support beam 3.
The surface of the positioning column 11 is provided with a graduated scale. During the specific use, the scale on reference column 11 surface is convenient for measure concrete support post 1 and pours the horizontal distance of platform and main tributary supporting beam 3.
The outer wall of the positioning column 11 is sleeved with a buffer spring 12. When the positioning column is used specifically, after the positioning column 11 is pressed into the buffer cavity 10, the buffer spring 12 buffers the positioning column 11, and vibration received by the platform is reduced during earthquake.
One end of the fixed shaft 8 is connected with a fixed plate 13 in an inserting mode, threads are carved on one end of the fixed shaft 8, and one end of the fixed shaft 8 is connected with the fixed plate 13 in a threaded mode through a nut. When the tripod support is used specifically, the fixing shaft 8 and the fixing plate 13 are fixed through the nut after the fixing shaft 8 and the fixing plate 13 are installed, and the stability of the support tripod 5 is improved.
The top of the fixing plate 13 is provided with a limit groove 14, and one end of the main supporting beam 3 is welded in the limit groove 14. When the fixing plate 13 is used specifically, the limiting groove 14 is welded to one end of the main supporting beam 3 after the fixing plate 13 is installed, so that the main supporting beam 3 is prevented from shaking.
The utility model discloses a theory of operation does:
the fixing shaft 8 is inserted into the auxiliary hole 7 in the installation of the supporting tripod 5, so that the supporting tripod 5 is conveniently positioned, a screw is conveniently aligned with the threaded hole 4, the supporting tripod 5 is quickly installed, the supporting tripod 5 forms a node supporting structure for the main supporting beam 3 and the concrete supporting beam 1, the shock resistance of the concrete supporting beam 1 and the main supporting beam 3 is improved, when a platform on the concrete supporting beam 1 is poured, the platform is ninety degrees vertical to the concrete supporting beam 1, the positioning column 11 is pressed into the buffer cavity 10 at the moment, the bottom of the platform is attached to the top of the main supporting beam 3, after the positioning column 11 is pressed into the buffer cavity 10, the buffer spring 12 buffers the positioning column 11, the shock received by the platform is reduced during earthquake, the fixing shaft 8 and the fixing plate 13 are fixed through the nut after the fixing shaft 8 and the fixing plate 13 are installed, and the stability of the supporting tripod 5 is improved, the limiting groove 14 is welded at one end of the main supporting beam 3 to prevent the main supporting beam 3 from shaking.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (7)

1. The utility model provides a prefabricated reinforced concrete and beam column assembled integrated configuration with antidetonation function, includes concrete support column (1), its characterized in that: rectangle hole (2) have been seted up at concrete support column (1) middle part, it is connected with main tributary supporting beam (3) to alternate in rectangle hole (2), main tributary supporting beam (3) bottom one side set up threaded hole (4), install support tripod (5) through screw thread in main tributary supporting beam (3) bottom screw hole (4), main tributary supporting beam (3) both sides side welding has triangle bearing frame (6).
2. The prefabricated reinforced concrete and beam-column fabricated composite structure with an earthquake-resistant function as claimed in claim 1, wherein: lie in supplementary hole (7) have been seted up to rectangle hole (2) bottom avris, support tripod (5) one side and be equipped with fixed axle (8), fixed axle (8) alternate and connect in supplementary hole (7).
3. The prefabricated reinforced concrete and beam-column assembled composite structure with an earthquake-resistant function as claimed in claim 1, wherein: two triangle bearing frame (6) top one side is equipped with buffering post (9), cushion chamber (10) have been seted up at buffering post (9) top, sliding connection has reference column (11) in cushion chamber (10).
4. The prefabricated reinforced concrete and beam-column assembled combined structure with the earthquake-proof function as claimed in claim 3, wherein: and a graduated scale is arranged on the surface of the positioning column (11).
5. The prefabricated reinforced concrete and beam-column assembled combined structure with the earthquake-proof function as claimed in claim 3, wherein: and a buffer spring (12) is sleeved on the outer wall of the positioning column (11).
6. The prefabricated reinforced concrete and beam-column fabricated composite structure with an earthquake-resistant function as claimed in claim 2, wherein: fixed axle (8) one end interlude is connected with fixed plate (13), fixed axle (8) one end is carved with the screw thread, fixed axle (8) one end is through nut and fixed plate (13) threaded connection.
7. The prefabricated reinforced concrete and beam-column assembled combined structure with the earthquake-proof function as claimed in claim 6, wherein: the top of the fixing plate (13) is provided with a limiting groove (14), and one end of the main supporting beam (3) is welded in the limiting groove (14).
CN202220238454.2U 2022-01-28 2022-01-28 Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function Expired - Fee Related CN217079380U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220238454.2U CN217079380U (en) 2022-01-28 2022-01-28 Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220238454.2U CN217079380U (en) 2022-01-28 2022-01-28 Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function

Publications (1)

Publication Number Publication Date
CN217079380U true CN217079380U (en) 2022-07-29

Family

ID=82543897

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220238454.2U Expired - Fee Related CN217079380U (en) 2022-01-28 2022-01-28 Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function

Country Status (1)

Country Link
CN (1) CN217079380U (en)

Similar Documents

Publication Publication Date Title
CN213174260U (en) Laminated rubber shock insulation support mounting structure
CN111206768B (en) Light beam plate structure platform and construction method thereof
CN108035546B (en) Template fixing device is pour to shear force wall for building
CN209799167U (en) Pre-buried column base reinforcing system
CN217079380U (en) Prefabricated reinforced concrete and beam column assembled composite structure with anti-seismic function
CN103174231B (en) Hybrid controlled damping structure construction method
CN213683321U (en) Assembled antidetonation reinforced structure of building brick concrete structure wall body
CN210263361U (en) Frame structure for reducing torsional deformation
JP2007262691A (en) Sliding support, method of mounting it, and base isolation structure
CN210263360U (en) Energy-saving earthquake-resistant building with light steel structure
CN215106208U (en) Friction-buckling-restrained supporting structure and supporting frame system thereof
JP5358203B2 (en) Building unit fixed structure and unit building
CN211421413U (en) Fixing base of steel structure stand column
CN211690405U (en) Safe anti-seismic residential structure
CN219450396U (en) Bridge structure of landscape bridge
CN216196826U (en) Traditional village housing construction is with consolidating protection device
CN215564570U (en) Prefabricated post bearing diagonal structure
CN217399896U (en) Reinforced concrete beam column structure
CN212376257U (en) Top bracing suitable for beam slab template steel pipe main joist
CN219826301U (en) Temporary supporting structure for heavier PC beam
CN213509517U (en) High stable cantilever frame reinforcing apparatus
CN212026688U (en) High-rise building shear wall barrel overhanging wall cap building structure
CN213804853U (en) Novel supporting structure for box girder construction
CN216766848U (en) Shear wall framework reinforcing mechanism for wall construction
CN217949318U (en) Multi-layer steel structure plant supporting frame

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220729

CF01 Termination of patent right due to non-payment of annual fee