CN217232223U - Spandrel girder structure is built in room - Google Patents
Spandrel girder structure is built in room Download PDFInfo
- Publication number
- CN217232223U CN217232223U CN202221044320.3U CN202221044320U CN217232223U CN 217232223 U CN217232223 U CN 217232223U CN 202221044320 U CN202221044320 U CN 202221044320U CN 217232223 U CN217232223 U CN 217232223U
- Authority
- CN
- China
- Prior art keywords
- groove
- spandrel girder
- block
- piece
- support column
- 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.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a spandrel girder structure is built in room, it includes support column, a supporting beam and a spandrel girder, can dismantle on the support column and be provided with the installation piece, the support column is provided with a plurality ofly, the both ends of a supporting beam are all fixedly provided with the inserted block, a supporting beam is provided with a plurality ofly, set up the slot that supplies the inserted block to insert on the installation piece, be provided with the mounting that is used for fixed inserted block position on the installation piece, the spandrel girder sets up between two supporting beams, be provided with the shock attenuation piece that is used for the shock attenuation between spandrel girder and a supporting beam; connect spandrel girder and a supporting beam through the shock attenuation piece, will prop up a supporting beam and support column fixed connection through the installation piece, inject the inserted block into the slot, constitute a rectangular frame structure with a plurality of supporting beams after fixed through the mounting, the simple operation is favorable to improving the installation effectiveness.
Description
Technical Field
The utility model belongs to the technical field of the construction technique and specifically relates to a spandrel girder structure is built in room is related to.
Background
Along with city construction and processing industry's rapid development, be applied to the portable house on the building site and come up at the same time, be convenient for along with transporting of engineering, this has brought very big convenience for engineering construction, the portable house is one kind and is carried out the board house of building for the skeleton, and in the house construction in-process, often need erect the spandrel girder main part between the support column to prop up the weight of floor building.
The patent of No. CN210395626U discloses a skeleton device that steel construction house-building was used, including a plurality of stands and a plurality of spandrel girder, the stand all installs perpendicularly on the grade beam through the connecting piece, adjacent two install the spandrel girder between the stand, a plurality of crossbeams of a set of parallel spandrel girder lateral wall welded fastening, and is a plurality of parallel arrangement between the crossbeam, crossbeam upper berth are equipped with the building carrier plate, the stand outside all surrounds and is provided with stand skeleton, part stand skeleton welded fastening wall body skeleton, wall body skeleton upper end welded fastening spandrel girder lateral wall.
Aiming at the related technology, the upright post framework is fixed with the wall framework in a welding mode, the wall framework is fixed with the bearing beam in a welding mode, and when the bearing beam is installed and assembled, the bearing beam and the upright post framework are not connected with a transition structure, so that the installation and the fixation are inconvenient.
SUMMERY OF THE UTILITY MODEL
In order to improve the installation effectiveness, this application provides a spandrel girder structure is built in room.
The application provides a spandrel girder structure is built in room adopts following technical scheme:
the utility model provides a spandrel girder structure is built in room, includes support column, a supporting beam and spandrel girder, can dismantle on the support column and be provided with the installation piece, the support column is provided with a plurality ofly, it is provided with the inserted block all to fix at a supporting beam's both ends, a supporting beam is provided with a plurality ofly, set up on the installation piece and supply inserted block male slot, be provided with the mounting that is used for fixed inserted block position on the installation piece, the spandrel girder sets up between two supporting beams, be provided with between spandrel girder and a supporting beam and be used for absorbing shock-absorbing damping member.
By adopting the technical scheme, the bearing beam and the supporting beam are connected through the damping piece, the supporting beam and the supporting column are fixedly connected through the mounting block, the inserting block is inserted into the inserting slot, and the supporting beams form a rectangular frame structure after being fixed through the fixing piece, so that the operation is convenient and fast, and the mounting efficiency is improved; when taking place earthquake support column and a supporting beam and taking place to rock simultaneously, rock through the shock attenuation piece to the spandrel girder and cushion, effectively avoid rigidity separation between spandrel girder and the supporting beam, effectively reduced the damage degree of connection structure between spandrel girder and the supporting beam, improved the security of whole structure.
Optionally, the fixing piece includes a locking ball, a containing groove is formed in the mounting block, the containing groove is communicated with the slot, the locking ball is slidably arranged in the containing groove along an insertion direction perpendicular to the inserting block, a locking groove for the locking ball to be inserted is formed in the inserting block, and an elastic piece for driving the locking ball to be inserted into the locking groove is arranged in the containing groove.
Through adopting above-mentioned technical scheme, the inserted block is when inserting the slot, and the inserted block will lock the ball extrusion and enter the storage tank in, and when the notch in locking groove and the notch of storage tank just to the time, the elastic component orders about locking ball and inserts the locking groove, is favorable to preventing that the inserted block breaks away from the slot.
Optionally, a connecting block is fixedly arranged on the mounting block, a connecting groove for inserting the connecting block is formed in the supporting column, the connecting block is connected with the connecting groove in an inserting mode, and a limiting part for fixing the connecting block is arranged on the supporting column.
Through adopting above-mentioned technical scheme, inject the connecting block in the spread groove, carry on spacingly through the locating part to the connecting block, be favorable to realizing installation piece and support column detachable purpose, conveniently transport.
Optionally, the limiting part is set as an insertion rod, a first positioning groove for inserting the insertion rod is formed in the support column, a second positioning groove for inserting the insertion rod is formed in the connecting block, the insertion rod is inserted into the first positioning groove and the second positioning groove in a sliding mode along the length direction perpendicular to the support column, and a locking assembly for locking the insertion rod is arranged on the insertion rod.
Through adopting above-mentioned technical scheme, the inserted bar is favorable to preventing after injecting first constant head tank and second constant head tank that the connecting block breaks away from the spread groove to realize the purpose of fixed connection piece, further increase the connection stability between installation piece and the support column.
Optionally, the locking assembly comprises a first abutting block, a second abutting block and a compression spring, the first abutting block is fixedly arranged on the supporting column, a jack for inserting the inserted rod is formed in the first abutting block, the second abutting block is fixedly sleeved on the inserted rod, the compression spring is sleeved on the inserted rod, one end of the compression spring abuts against the first abutting block, and the other end of the compression spring abuts against the second abutting block.
Through adopting above-mentioned technical scheme, compression spring has the trend of recovering original length all the time to make the second butt piece have the trend of being close to the second constant head tank all the time, the second butt piece drives the inserted bar, makes the inserted bar keep inserting the state in the second constant head tank, realizes the purpose of locking the inserted bar.
Optionally, a protrusion is fixedly arranged on the insertion rod, a groove for inserting the protrusion is formed in the first abutting block, the groove is communicated with the insertion hole, and the protrusion is inserted into the groove.
Through adopting above-mentioned technical scheme, when installing the installation piece on the support column, rotate the inserted bar after extracting a part with the inserted bar for protruding and first butt piece butt is favorable to preventing compression spring to release first constant head tank with the inserted bar, thereby is convenient for the connecting block to inject the spread groove.
Optionally, the shock attenuation piece sets up to connect the ball, it supplies spandrel girder male joint groove to set up on a supporting beam, it rotates to set up in the joint inslot to connect the ball, the spandrel girder rotates with to be connected the ball and is connected.
Through adopting above-mentioned technical scheme, when the earthquake, the structure produces when rocking, cushions rocking of spandrel girder through connecting the ball, has improved the security of whole structure.
Optionally, a yielding groove is formed in the supporting beam and communicated with the clamping groove, and a buffer piece used for slowing down the shaking of the bearing beam is arranged in the yielding groove.
Through adopting above-mentioned technical scheme, the bolster is favorable to slowing down the spandrel girder and rocks, has further improved the stability of whole structure.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the supporting beams and the supporting beams are connected through the damping pieces, the supporting beams and the supporting columns are fixedly connected through the mounting blocks, the inserting blocks are inserted into the inserting grooves, and the supporting beams form a rectangular frame structure after being fixed through the fixing pieces, so that the operation is convenient and fast, and the mounting efficiency is improved;
2. the connecting block is inserted into the connecting groove, and the limiting part is used for limiting the connecting block, so that the mounting block and the supporting column can be detached conveniently;
3. when earthquake happens, the structure shakes, the shaking of the bearing beam is buffered through the connecting ball, and the safety of the whole structure is improved.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic structural diagram of a mounting block, a plunger and a locking assembly according to an embodiment of the present application;
FIG. 3 is a schematic structural diagram of an insert block and a fixing element according to an embodiment of the present application;
fig. 4 is a schematic structural view mainly showing a shock absorbing member and a cushioning member in the embodiment of the present application.
Description of reference numerals: 11. a support pillar; 111. connecting grooves; 112. a first positioning groove; 12. a support beam; 121. inserting a block; 1211. a locking groove; 122. a clamping groove; 123. a yielding groove; 13. a spandrel girder; 2. mounting blocks; 21. a slot; 22. connecting blocks; 221. a second positioning groove; 23. a containing groove; 31. a rod is inserted; 32. a protrusion; 33. rotating the block; 4. a locking assembly; 41. a first abutment block; 411. a jack; 412. a groove; 42. a second butting block; 43. a compression spring; 44. fixing the bolt; 51. a locking spring; 52. a locking ball; 61. a connecting ball; 62. a buffer spring.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses spandrel girder structure is built in room.
Referring to fig. 1 and 2, a bearing beam structure for building, including a supporting column 11, a supporting beam 12 and a bearing beam 13, a plurality of mounting blocks 2 are detachably disposed on the supporting column 11, the mounting blocks 2 are rectangular block structures, connecting blocks 22 are fixedly disposed on top and bottom walls of the mounting blocks 2, a connecting groove 111 into which the connecting block 22 is inserted is disposed on the top wall of the supporting column 11, a connecting groove 111 (not shown) into which the connecting block 22 is inserted is disposed on the bottom wall of the supporting column 11, the connecting groove 111 is adapted to the connecting block 22, the connecting block 22 is inserted into the connecting groove 111, a limiting member for fixing the connecting block 22 is disposed on the supporting column 11, the limiting member is an inserting rod 31, a rotating block 33 is threadedly sleeved on one end of the inserting rod 31 for facilitating pulling out and rotating the inserting rod 31, a first positioning groove 112 into which the inserting rod 31 is disposed on the supporting column 11, the first positioning groove 112 is disposed on a side wall of the supporting column 11 along a length direction perpendicular to the supporting column 11, the lateral wall of the connecting block 22 is provided with a second positioning groove 221 for inserting the insertion rod 31, the second positioning groove 221 is matched with the insertion rod 31, the second positioning groove 221 is used for communicating with the first positioning groove 112, and the insertion rod 31 is simultaneously slidably inserted into the first positioning groove 112 and the second positioning groove 221 along the length direction perpendicular to the supporting column 11.
Referring to fig. 2, the plunger 31 is provided with a locking assembly 4 for locking the plunger 31, the locking assembly 4 includes a first abutment block 41, second butt joint piece 42 and compression spring 43, first butt joint piece 41 is fixed to be set up on support column 11, fixing bolt 44 is worn to be equipped with by first butt joint piece 41 internal thread, first butt joint piece 41 passes through fixing bolt 44 to be fixed to be set up on support column 11, offer on the first butt joint piece 41 and supply inserted jack 411 of inserted bar 31 male, jack 411 is used for communicating with first locating slot 112, second butt joint piece 42 slides along the slip direction of inserted bar 31 and sets up in first locating slot 112, the fixed cover of second butt joint piece 42 is established on inserted bar 31, compression spring 43 sets up in first locating slot 112, compression spring 43 overlaps and establishes on inserted bar 31, the one end of compression spring 43 is close to the lateral wall butt of second butt joint piece 42 with first butt joint piece 41, the other end is close to the lateral wall butt of rotating block 33 with second butt joint piece 42. The insertion rod 31 is fixedly provided with a protrusion 32, the first abutting block 41 is provided with a groove 412 for inserting the protrusion 32, the groove 412 is communicated with the insertion hole 411, and the protrusion 32 is inserted into the groove 412.
Referring to fig. 1 and 3, the supporting beam 12 is fixedly provided with a plurality of insertion blocks 121 at both ends thereof, the supporting beam 12 is provided with a plurality of installation blocks 2, each installation block 2 is provided with an insertion slot 21 into which the insertion block 121 is inserted, four side walls of each installation block 2 are provided with the insertion slots 21, each installation block 2 is provided with a fixing member for fixing the position of the insertion block 121, each fixing member comprises a locking ball 52, each installation block 2 is provided with an accommodating slot 23 therein, the accommodating slot 23 is formed in the side wall of the insertion slot 21 in a direction perpendicular to the insertion direction of the insertion block 121, the accommodating slot 23 is communicated with the insertion slot 21, the locking ball 52 is slidably disposed in the accommodating slot 23 in the direction perpendicular to the insertion direction of the insertion block 121, the insertion block 121 is provided with a locking slot 1211 into which the locking ball 52 is inserted, the accommodating slot 23 is provided with an elastic member for driving the locking ball 52 to be inserted into the locking slot 1211, the elastic member is provided as a locking spring 51, one end of the locking spring 51 is fixedly connected with the bottom wall of the accommodating slot 23, and the other end is fixedly connected with the locking ball 52.
Referring to fig. 1 and 4, the spandrel girder 13 is arranged between two support beams 12 facing each other in the horizontal direction, a shock absorbing member for absorbing shock is arranged between the spandrel girder 13 and the support beams 12, the shock absorbing member is arranged as a connecting ball 61, a clamping groove 122 for inserting the spandrel girder 13 is formed in the top wall of the support beams 12, two ends of the spandrel girder 13 are respectively erected in the clamping grooves 122 on the two support beams 12, and a gap is reserved between the side walls of the spandrel girder 13 and the clamping groove 122. Connect ball 61 to rotate and set up in joint groove 122, spandrel girder 13 rotates with being connected ball 61 and is connected, it steps down groove 123 to have seted up in a supporting beam 12, it sets up on the diapire of joint groove 122 along the length direction of a supporting beam 12 of perpendicular to step down groove 123, step down groove 123 and joint groove 122 intercommunication, it is provided with the bolster that is used for slowing down spandrel girder 13 and rocks to step down in the groove 123, the bolster sets up to buffer spring 62, buffer spring 62's one end and the diapire fixed connection who steps down groove 123, the other end and spandrel girder 13's diapire fixed connection.
The implementation principle of the spandrel girder structure is built in a room of this application embodiment is: the connecting block 22 is inserted into the connecting groove 111, after the inserting rod 31 is inserted into the first positioning groove 112 and the second positioning groove 221, the compression spring 43 always tends to restore the original length, so that the second abutting block 42 always tends to approach the second positioning groove 221, so that the inserting rod 31 maintains the state of being inserted into the second positioning groove 221, so that the mounting block 2 is fixedly connected with the supporting column 11, the connecting ball 61 connects the bearing beam 13 and the supporting beam 12, and then the inserting block 121 is inserted into the inserting groove 21, when the inserting block 121 is inserted into the inserting groove 21, the inserting block 121 presses the locking ball 52 into the receiving groove 23, when the notch of the locking groove 1211 is aligned with the notch of the receiving groove 23, the locking spring 51 drives the locking ball 52 to be inserted into the locking groove 1211, so that the supporting beam 12 is fixedly connected with the mounting block 2, the operation is convenient and fast, and the mounting efficiency is improved.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a spandrel girder structure is built in room, includes support column (11), a supporting beam (12) and spandrel girder (13), its characterized in that: can dismantle on support column (11) and be provided with installation piece (2), support column (11) are provided with a plurality ofly, the both ends of a supporting beam (12) are all fixed and are provided with inserted block (121), a supporting beam (12) are provided with a plurality ofly, offer on installation piece (2) and supply inserted block (121) male slot (21), be provided with the mounting that is used for fixed inserted block (121) position on installation piece (2), spandrel girder (13) set up between two supporting beams (12), be provided with between spandrel girder (13) and a supporting beam (12) and be used for absorbing shock-absorbing member.
2. The bearing beam structure is built in room of claim 1, characterized in that: the fixing piece comprises a locking ball (52), a containing groove (23) is formed in the mounting block (2), the containing groove (23) is communicated with the slot (21), the locking ball (52) is arranged in the containing groove (23) in a sliding mode along the inserting direction perpendicular to the inserting block (121), a locking groove (1211) for inserting the locking ball (52) is formed in the inserting block (121), and an elastic piece for driving the locking ball (52) to be inserted into the locking groove (1211) is arranged in the containing groove (23).
3. The bearing beam structure is built in room of claim 1, characterized in that: the fixed connecting block (22) that is provided with on installation piece (2), offer on support column (11) and supply connecting block (22) male spread groove (111), connecting block (22) are pegged graft with spread groove (111), be provided with the locating part that is used for fixed connection piece (22) on support column (11).
4. The bearing beam structure of building construction according to claim 3, characterized in that: the locating part sets up to inserted bar (31), set up in support column (11) and supply inserted bar (31) male first constant head tank (112), set up on connecting block (22) and supply inserted bar (31) male second constant head tank (221), inserted bar (31) slide simultaneously along the length direction of perpendicular to support column (11) and insert and establish in first constant head tank (112) and second constant head tank (221), be provided with locking Assembly (4) that are used for locking inserted bar (31) on inserted bar (31).
5. The bearing beam structure of building construction according to claim 4, characterized in that: locking Assembly (4) include first butt joint piece (41), second butt joint piece (42) and compression spring (43), first butt joint piece (41) is fixed to be set up on support column (11), offer on first butt joint piece (41) and supply inserted bar (31) male jack (411), the fixed cover of second butt joint piece (42) is established on inserted bar (31), compression spring (43) cover is established on inserted bar (31), the one end and the butt of first butt joint piece (41) of compression spring (43), the other end and the butt of second butt joint piece (42).
6. The bearing beam structure is built in room of claim 5, characterized in that: the plug rod (31) is fixedly provided with a protrusion (32), the first butt joint block (41) is provided with a groove (412) for the protrusion (32) to be inserted into, the groove (412) is communicated with the insertion hole (411), and the protrusion (32) is inserted into the groove (412).
7. The bearing beam structure is built in room of claim 1, characterized in that: the shock attenuation piece sets up to connect ball (61), offer on supporting beam (12) and supply spandrel girder (13) male joint groove (122), it rotates to set up in joint groove (122) to connect ball (61), spandrel girder (13) rotates with to be connected ball (61) and is connected.
8. The bearing beam structure is built in room of claim 7, characterized in that: offer way groove (123) in supporting beam (12), offer way groove (123) and joint groove (122) intercommunication, it is used for slowing down the bolster that spandrel girder (13) rocked to be provided with in groove (123) to offer way.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221044320.3U CN217232223U (en) | 2022-04-29 | 2022-04-29 | Spandrel girder structure is built in room |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221044320.3U CN217232223U (en) | 2022-04-29 | 2022-04-29 | Spandrel girder structure is built in room |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217232223U true CN217232223U (en) | 2022-08-19 |
Family
ID=82821507
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202221044320.3U Active CN217232223U (en) | 2022-04-29 | 2022-04-29 | Spandrel girder structure is built in room |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217232223U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115247454A (en) * | 2022-08-22 | 2022-10-28 | 山东建筑大学 | Assembled beam column frame construction |
CN116950230A (en) * | 2023-07-31 | 2023-10-27 | 合肥水泥研究设计院有限公司 | Be used for cement plant assembled building structure |
-
2022
- 2022-04-29 CN CN202221044320.3U patent/CN217232223U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115247454A (en) * | 2022-08-22 | 2022-10-28 | 山东建筑大学 | Assembled beam column frame construction |
CN116950230A (en) * | 2023-07-31 | 2023-10-27 | 合肥水泥研究设计院有限公司 | Be used for cement plant assembled building structure |
CN116950230B (en) * | 2023-07-31 | 2024-04-05 | 合肥水泥研究设计院有限公司 | Be used for cement plant assembled building structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN217232223U (en) | Spandrel girder structure is built in room | |
CN113356551B (en) | Cantilever frame structure | |
CN210737781U (en) | Assembled timber structure building bearing member | |
CN212176478U (en) | Scaffold frame that engineering construction operation was used is built in room | |
CN218541141U (en) | Earthquake-resistant structure of wood structure house | |
CN217087280U (en) | Temporary power protection device for constructional engineering | |
CN216517187U (en) | A BIM assembled antidetonation shear force wall for residential building engineering | |
CN215803434U (en) | Reinforcing device for urban and rural planning and construction project | |
CN212803234U (en) | Shield lateral split starting concrete base structure | |
CN115059180B (en) | Assembled earthquake-resistant building system | |
CN214784689U (en) | Spandrel girder structure is built in room | |
CN211421414U (en) | Building structure node that takes precautions against earthquakes | |
CN111173254A (en) | Building scaffold wall connecting piece with damping function | |
KR101817146B1 (en) | Battery safety stand | |
CN217557396U (en) | Steel skeleton with damping structure at bottom | |
CN217461043U (en) | A damper for infilled wall | |
CN214695548U (en) | Concrete pile structure for earthquake-resistant building | |
CN214498307U (en) | Support for building construction | |
CN218623519U (en) | Safety ladder cage structure in starting well | |
CN213205146U (en) | Assembled antidetonation wall structure | |
CN220908695U (en) | Assembled type anti-seismic energy dissipation wood structure node and assembled type building | |
CN108533003A (en) | The load-bearing module assembly method and its load-bearing module of combined type grandstand | |
CN214219683U (en) | Support frame for dismantling support beam in foundation pit | |
CN110424552B (en) | Plug-in device for assembly type building | |
CN215859232U (en) | Interim handrail of stair |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |