CN113653190A - Assembly type green building with steel-concrete structure - Google Patents
Assembly type green building with steel-concrete structure Download PDFInfo
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- CN113653190A CN113653190A CN202110971000.6A CN202110971000A CN113653190A CN 113653190 A CN113653190 A CN 113653190A CN 202110971000 A CN202110971000 A CN 202110971000A CN 113653190 A CN113653190 A CN 113653190A
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- beam column
- sliding block
- supporting
- sleeve
- steel
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The utility model relates to an assembly type green building with steel-concrete structure, the field of assembly type building is related to, it includes horizontal beam column, vertical beam column, the beam cover, fixed cover is equipped with reinforcement sleeve one on the vertical beam column, fixed cover is equipped with reinforcement sleeve two on the horizontal beam column, be provided with supporting mechanism and the reinforcement mechanism who is used for supporting horizontal beam column on the beam cover, sliding connection has the sliding block on reinforcement sleeve one's the lateral wall, it has the anchor strut to articulate on the sliding block, a plurality of draw-in grooves have been seted up on reinforcement sleeve two's the lateral wall, the rotatable card of tip of anchor strut locates in the draw-in groove, be provided with the adjustment mechanism who is used for adjusting the sliding block and removes on the reinforcement sleeve one, this application has the effect that improves assembly type building's fastness.
Description
Technical Field
The application relates to the field of prefabricated buildings, in particular to a prefabricated green building with a steel-concrete structure.
Background
Buildings assembled from prefabricated parts at the site are called fabricated buildings. In order to improve the structural strength of the prefabricated building, the prefabricated parts are generally of a steel-concrete structure, and the steel-concrete structure is a structure in which concrete is used as a main body of the structure and a steel plate is additionally arranged in the concrete, so that the structural strength of the whole prefabricated parts is improved by utilizing the high-strength characteristics of the steel plate and the concrete, and the prefabricated building is also called as a green building because the prefabricated building is convenient to mount and dismount and can achieve the effect of recycling.
In the related art, referring to fig. 1, an assembly type building includes vertical beam column 1, horizontal beam column 2, beam sleeve 3, sets up wallboard 4 on vertical beam column 1 and horizontal beam column 2, and beam sleeve 3 includes the column casing that two at least mutually perpendicular set up, and horizontal beam column 2 and vertical beam column 1 peg graft respectively in different column casings, fixes wallboard 4 on the frame that horizontal beam column 2 and vertical beam column 1 constitute afterwards.
In view of the above-mentioned related technologies, the inventor believes that, because the weight of the component supported by the steel-concrete structure is generally large, the length of the column casing is limited and generally short, the contact surface between the transverse beam column and the column casing is small, and the support of the column casing alone easily causes the connection strength between the vertical beam column and the transverse beam column to be small, which causes the frame constructed by the vertical beam column and the transverse beam column to have poor stability, and affects the firmness of the whole prefabricated building.
Disclosure of Invention
In order to improve the firmness of the prefabricated building, the application provides the prefabricated green building with the steel-concrete structure.
The application provides an assembled green building with steel-concrete structure adopts following technical scheme:
the utility model provides an assembled green building with steel-concrete structure, includes horizontal beam column, vertical beam column, roof beam cover, fixed cover is equipped with reinforcement sleeve one on the vertical beam column, fixed cover is equipped with reinforcement sleeve two on the horizontal beam column, be provided with on the roof beam cover and be used for supporting the supporting mechanism and the reinforcement mechanism of horizontal beam column, sliding connection has the sliding block on reinforcement sleeve one's the lateral wall, it has the anchor strut to articulate on the sliding block, a plurality of draw-in grooves have been seted up on reinforcement sleeve two's the lateral wall, the rotatable card of tip of anchor strut is located in the draw-in groove, be provided with on the reinforcement sleeve one and be used for adjusting the adjustment mechanism that the sliding block removed.
By adopting the technical scheme, the supporting mechanism and the reinforcing mechanism are arranged on the beam sleeve, the beam sleeve can be used as a connecting point for supporting to strengthen the connecting strength of the connecting part of the transverse beam column and the vertical beam column, the sliding block and the adjusting mechanism are arranged on the vertical beam column, the adjusting mechanism is used for adjusting the position of the driving block and rotating the reinforcing rod, the reinforcing rod is rotatably clamped in the clamping groove, the column body of the transverse beam column is supported, different parts of the transverse beam column are reinforced, the framework built by the transverse beam column and the vertical beam column is firmer and more stable, and the firmness of the whole assembly type building is improved.
Optionally, the supporting mechanism comprises a supporting plate connected to the beam sleeve in a sliding mode, a buffer plate arranged on the supporting plate, and a driving assembly arranged on the beam sleeve and used for driving the supporting plate to move along the length direction of the transverse beam column, a mounting groove is formed in the end face where the opening of the beam sleeve is located, the supporting plate is connected to the mounting groove in a sliding mode and arranged in parallel with the supporting plate, a plurality of pushing springs are fixedly connected between the buffer plate and the supporting plate and arranged along the vertical direction, a plug groove is formed in the side wall of the second reinforcing sleeve, the supporting plate is connected to the buffer plate in a plug groove in a plug mode, and the buffer plate is abutted to the side wall of the plug groove in a laminating mode.
Through adopting above-mentioned technical scheme, drive the backup pad through drive assembly and remove, make backup pad and buffer board slide to pegging graft in the inserting groove, this kind of mode both can increase the joint strength between horizontal beam column and the roof beam cover through the backup pad, and the buffer board can play the effect of buffering when supporting, reduces the direct effort of horizontal beam column to the backup pad, is favorable to the backup pad to keep good supporting effect.
Optionally, drive assembly including rotate connect in threaded rod, threaded connection on the roof beam cover in nut seat one on the threaded rod, rotate connect in be used for the drive on the roof beam cover the threaded rod pivoted rotates the handle, the threaded rod is followed the length direction setting of horizontal beam column, nut seat one with backup pad fixed connection, the first bevel gear of fixedly connected with on the threaded rod, the roof beam is sheathe in to rotate be connected with first bevel gear rotates the second bevel gear of meshing, rotate the handle with second bevel gear fixed connection and with second bevel gear coaxial rotation.
Through adopting above-mentioned technical scheme, when needs drive backup pad remove, rotate handle drive threaded rod and rotate through rotating, drive nut seat when the threaded rod rotates and remove to drive the backup pad and remove.
Optionally, the reinforcing mechanism includes connecting rod, the bracing piece of fixed connection on the connecting rod that articulates on the roof beam cover, the connecting rod is located vertical beam column with between the horizontal beam column, the bracing piece is along the perpendicular to the direction setting of connecting rod, the both ends of bracing piece can contradict respectively in horizontal beam column with on the lateral wall of vertical beam column.
Through adopting above-mentioned technical scheme, rotate the connecting rod and make the both ends of bracing piece contradict respectively on the lateral wall of horizontal beam column and vertical beam column, can play the effect of the frame of consolidating the frame that horizontal beam column and vertical beam column built, make horizontal beam column and vertical beam column be connected more firmly.
Optionally, the two ends of the supporting rod are respectively connected with a first fastening block and a second fastening block in a sliding manner, the supporting rod is connected with a two-way screw rod in a threaded manner, the two-way screw rod is arranged in a direction parallel to the supporting rod, the two-way screw rod is connected with a second nut seat and a third nut seat in a threaded manner, the second nut seat is fixedly connected with the first fastening block, the third nut seat is fixedly connected with the second fastening block, the first fastening block can be in extrusion conflict with the vertical beam column, and the second fastening block can be in extrusion conflict with the horizontal beam column.
Through adopting above-mentioned technical scheme, when conflicting respectively on the lateral wall of horizontal beam column and vertical beam column at the both ends of bracing piece, can drive fastening block one and fastening block two simultaneously to the opposite direction removal through two-way screw rod, fastening block one is contradicted with vertical beam column extrusion, and fastening block two is contradicted with horizontal beam column extrusion to it is inseparabler to make bracing piece and vertical beam column, the laminating of horizontal beam column, is favorable to improving the supporting effect of bracing piece.
Optionally, adjustment mechanism include fixed connection in supporting spring, tensioning spring on the reinforcement sleeve lateral wall, rotate connect in driving screw on the reinforcement sleeve one, supporting spring with the tensioning spring all follows the length direction setting of vertical beam column, supporting spring is located the below of sliding block, the tensioning spring is located the top of sliding block, supporting spring's top with sliding block fixed connection, supporting spring's bottom with sliding block fixed connection, driving screw sets up along vertical direction, driving screw is located the top of sliding block, driving screw's bottom with the top of sliding block is contradicted.
By adopting the technical scheme, the supporting spring generates upward thrust on the sliding block, the tensioning spring generates downward thrust, and the two thrusts in different directions cooperatively act on the sliding block to keep the sliding block in a stable state; can promote the sliding block when drive screw rotates, simultaneously, when the sliding block moves down under drive screw's effect, supporting spring and tensioning spring produce ascending power to the sliding block jointly to make the sliding block keep the steady state, thereby make the reinforcing bar carry out stable support to horizontal beam column.
Optionally, the end of the driving screw is fixedly connected with a receiving plate, the receiving plate is arranged in the direction perpendicular to the driving screw, and the receiving plate is attached to and abutted against the side wall of the sliding block.
Through adopting above-mentioned technical scheme, accept the area of contact that the board can increase between drive screw and the sliding block, be favorable to making more stable that the sliding block set up.
Optionally, threaded connection has the feeler lever on the lateral wall of anchor strut, the feeler lever is along the perpendicular to the direction setting of anchor strut, the tip of feeler lever can contradict in on the lateral wall of bracing piece.
Through adopting above-mentioned technical scheme, the fastness of the frame that horizontal beam column and vertical beam column built can be improved to the conflict pole.
To sum up, the application comprises the following beneficial technical effects:
1. through the arrangement of the first reinforcing sleeve, the second reinforcing sleeve, the supporting mechanism, the drum beating mechanism and the reinforcing rods, different parts of the transverse beam column can be reinforced and supported, so that a frame built by the transverse beam column and the vertical beam column is firmer and more stable, and the firmness of the whole assembly type building is improved;
2. through the setting of the contact rod, the firmness of a frame built by the transverse beam column and the vertical beam column can be improved.
Drawings
Fig. 1 is an exploded view illustrating the overall structure of a prefabricated green building in the related art.
Fig. 2 is an exploded view of the overall structure of the prefabricated green building in the embodiment of the present application.
Fig. 3 is a schematic structural diagram for embodying the supporting mechanism and the reinforcing mechanism in the embodiment of the present application.
Fig. 4 is a schematic left side view of the prefabricated green building in the embodiment of the present application.
Fig. 5 is a sectional view taken along line a-a in fig. 4.
Fig. 6 is a schematic left side view of the prefabricated green building in the embodiment of the present application.
Fig. 7 is a sectional view taken along line B-B in fig. 6.
Fig. 8 is a schematic view of an enlarged view at C in fig. 7.
Fig. 9 is a right side view schematic diagram of the prefabricated green building in the embodiment of the present application.
Fig. 10 is a sectional view taken along line D-D in fig. 9.
Fig. 11 is a schematic view of an enlarged view at E in fig. 10.
Description of reference numerals: 1. a vertical beam column; 2. a transverse beam column; 3. beam sheathing; 4. a wallboard; 51. a support plate; 52. a buffer plate; 61. a connecting rod; 62. a support bar; 7. a reinforcing rod; 8. reinforcing the first sleeve; 9. a second reinforcing sleeve; 10. installing a chute; 11. a slider; 12. a support spring; 13. tensioning the spring; 14. a drive screw; 15. a bearing plate; 16. a card slot; 17. a touch bar; 18. placing the first groove; 19. a second placing groove; 20. a first fastening block; 21. a second fastening block; 22. accommodating grooves; 23. a bidirectional screw; 24. a second nut seat; 25. a third nut seat; 26. driving a bevel gear I; 27. driving a bevel gear II; 28. mounting grooves; 29. a plate groove; 30. a push spring; 31. inserting grooves; 32. a threaded rod; 33. a first nut seat; 34. rotating the handle; 35. a first bevel gear; 36. a second bevel gear.
Detailed Description
The present application is described in further detail below with reference to figures 1-11.
The embodiment of the application discloses an assembly type green building with a steel-concrete structure.
Referring to fig. 2 and 3, the prefabricated green building with the steel-concrete structure includes a transverse beam column 2, a vertical beam column 1, a beam housing 3 for connecting the transverse beam column 2 and the vertical beam column 1, and a wall panel 4 disposed on the transverse beam column 2 and the vertical beam column 1. Be provided with supporting mechanism and strengthening mechanism on the beam cover 3, supporting mechanism is used for supporting horizontal beam column 2, and strengthening mechanism is used for consolidating the frame that beam cover 3, horizontal beam column 2 and vertical beam column 1 are constituteed. Simultaneously, also be provided with the anchor strut 7 that is used for consolidating to support horizontal beam column 2 on the vertical beam column 1, wallboard 4 is provided with two, and supporting mechanism, reinforcing mechanism and anchor strut 7 all are located between two wallboards 4.
Referring to fig. 2 and 3, a first reinforcing sleeve 8 is fixedly arranged on the column body of the vertical beam column 1, the first reinforcing sleeve 8 is sleeved on the outer side of the vertical beam column 1, the first reinforcing sleeve 8 is a square tube, and the first reinforcing sleeve 8 is arranged along the length direction of the vertical beam column 1.
Referring to fig. 2 and 3, a second reinforcing sleeve 9 is fixedly arranged on the column body of the transverse beam column 2, the second reinforcing sleeve 9 is sleeved on the outer side of the transverse beam column 2, the second reinforcing sleeve 9 is a square tube, and the second reinforcing sleeve 9 is arranged along the length direction of the transverse beam column 2.
Referring to fig. 4 and 5, a mounting sliding groove 10 is formed in the side wall, facing the transverse beam column 2, of the first reinforcing sleeve 8, and an inner cavity of the mounting sliding groove 10 is formed in the length direction of the vertical beam column 1. Sliding connection has sliding block 11 in the installation spout 10, and sliding block 11 is the cuboid setting.
Fixedly connected with guide block on the lateral wall of sliding block 11, the direction spout has been seted up along the length direction of vertical beam column 1 on the inner cell wall of installation spout 10, and guide block sliding connection is in the direction spout.
Referring to fig. 4 and 5, an adjusting mechanism for adjusting the position of the slide block 11 is provided in the mounting chute 10, and the adjusting mechanism includes a support spring 12, a tension spring 13, and a drive screw 14.
Referring to fig. 4 and 5, the support spring 12 and the tension spring 13 are both disposed in a vertical direction, the support spring 12 is located below the slide block 11, and the tension spring 13 is located above the slide block 11. One end of the supporting spring 12 is fixedly connected to the bottom side wall of the mounting chute 10, and the other end is fixedly connected to the bottom surface of the sliding block 11. One end of the tension spring 13 is fixedly connected to the top side wall of the mounting chute 10, and the other end is fixedly connected to the top surface of the sliding block 11. Under the combined action of the tension spring 13 and the support spring 12, the sliding block 11 is kept in a stationary state.
Referring to fig. 4 and 5, a driving screw 14 is screwed into the mounting chute 10 and is disposed in a vertical direction, and the driving screw 14 is penetrated into an inner cavity of the tension spring 13. The end of the drive screw 14 remote from the slide 11 protrudes beyond the side wall of the first reinforcing sleeve 8 and is fixedly connected to a twist grip.
Referring to fig. 4 and 5, a receiving plate 15 is fixedly connected to one end of the driving screw 14 close to the sliding block 11, the receiving plate 15 is arranged in a circular shape and is arranged along a direction perpendicular to the driving screw 14, and a plate surface of the receiving plate 15 is attached to the upper surface of the sliding block 11. The height of the slide block 11 can be adjusted by rotating the drive screw 14.
Referring to fig. 4 and 5, the reinforcing rod 7 is hinged to the side wall of the sliding block 11, a plurality of clamping grooves 16 are formed in the side wall, facing the ground, of the second reinforcing sleeve 9, inner cavities of the clamping grooves 16 are arranged in a cuboid mode, inner cavities of the clamping grooves 16 are arranged in the width direction of the transverse beam column 2, and the clamping grooves 16 are sequentially arranged in the length direction of the transverse beam column 2.
And screwing the driving screw 14 to enable the sliding block 11 to slide downwards, stopping screwing the driving screw 14 when the sliding block 11 moves to a proper position, rotating the reinforcing rod 7 at the moment, clamping one end, far away from the sliding block 11, of the reinforcing rod 7 in the clamping groove 16, and enabling the end part of the reinforcing rod 7 to abut against the inner groove wall of the clamping groove 16. At this time, the supporting spring 12 generates an upward pushing force on the sliding block 11, and the tension spring 13 generates an upward pulling force on the sliding block 11, so that the entire sliding block 11 has an upward moving tendency, the driving screw 14 limits the sliding block 11 to prevent the sliding block 11 from sliding upward, and therefore the sliding block 11 at this time can drive the reinforcing rod 7 to stably support the transverse beam column 2.
Referring to fig. 4 and 5, the shaft of the reinforcing bar 7 is hinged with an abutting bar 17, the abutting bar 17 is arranged along a direction perpendicular to the reinforcing bar 7, and the connecting point of the abutting bar 17 and the reinforcing bar 7 is located at the center of the shaft of the reinforcing bar 7.
Referring to fig. 6, 7 and 8, the reinforcement mechanism includes a connecting rod 61 hinged to the beam housing 3, and a support rod 62 fixedly connected to the connecting rod 61. Wherein, connecting rod 61 is the setting of cuboid, and connecting rod 61 is located the contained angle department between two column casings on the beam cover 3 with the pin joint of beam cover 3. The connecting rod 61 can be turned between the vertical beam column 1 and the transverse beam column 2.
Referring to fig. 8, the support rod 62 is disposed in a direction perpendicular to the connecting rod 61, and both end surfaces of the support rod 62 are disposed in a convex arc shape. Under the drive of connecting rod 61, the both ends of bracing piece 62 can be contradicted respectively on the lateral wall of horizontal beam column 2 and vertical beam column 1.
Referring to fig. 6, 7 and 8, a first placing groove 18 and a second placing groove 19 are respectively formed in two ends of the supporting rod 62, a first fastening block 20 is slidably connected to the first placing groove 18, a second fastening block 21 is slidably connected to the second placing groove 19, and the first fastening block 20 and the second fastening block 21 are both rectangular.
Referring to fig. 6, 7 and 8, the side wall of the support bar 62 is provided with an accommodating groove 22 along the length direction thereof, the accommodating groove 22 is communicated with the first placement groove 18, and the accommodating groove 22 is communicated with the second placement groove 19. The holding groove 22 is rotatably connected with a bidirectional screw 23, and the bidirectional screw 23 is arranged along a direction parallel to the supporting rod 62. Two ends of the bidirectional screw 23 are provided with threads with opposite grain rotating directions, the bidirectional screw 23 is in threaded connection with a second nut seat 24 and a third nut seat 25, the second nut seat 24 is fixedly connected with the first fastening block 20, and the third nut seat 25 is fixedly connected with the second fastening block 21.
Referring to fig. 6, 7 and 8, a first driving bevel gear 26 is fixedly connected to the shaft of the bidirectional screw 23, a second driving bevel gear 27 rotatably engaged with the first driving bevel gear 26 is rotatably connected to the support rod 62, and a rotary handle is coaxially and fixedly connected to the second driving bevel gear 27.
Driven by the bidirectional screw 23, the first fastening block 20 is extruded and abutted against the vertical beam column 1, and the second fastening block 21 is extruded and abutted against the transverse beam column 2.
Referring to fig. 4 and 5, when the supporting rod 62 is completely moved, the abutting rod 17 is rotated, and the end of the abutting rod 17 abuts against the side wall of the supporting rod 62.
Referring to fig. 9, 10 and 11, the supporting mechanism includes a supporting plate 51 slidably connected to the beam housing 3, a buffer plate 52 provided on the supporting plate 51, and a driving assembly provided on the beam housing 3 for driving the supporting plate 51 to move along the length direction of the transverse beam 2.
Wherein, the mounting groove 28 has been seted up on the 3 mouths of beam housing at horizontal beam column 2 place, and the notch of mounting groove 28 is located the telescopic terminal surface of beam housing 3, and the inner chamber of mounting groove 28 sets up along the horizontal direction. The supporting plate 51 is horizontally disposed and slidably coupled in the mounting groove 28.
Referring to fig. 9, 10 and 11, a plate groove 29 is opened on the upper plate surface of the support plate 51, a buffer plate 52 is placed in the plate groove 29, and the buffer plate 52 is disposed in a direction parallel to the plate surface of the support plate 51. The inner wall of the plate groove 29 is fixedly connected with a pushing spring 30, the pushing spring 30 is arranged along the vertical direction, and one end of the pushing spring 30 is fixedly connected to the lower plate surface of the buffer plate 52.
Referring to fig. 9, 10 and 11, an insertion groove 31 is formed in an end surface of the second reinforcing sleeve 9 facing the support plate 51, the support plate 51 and the buffer plate 52 are slidably inserted into the insertion groove 31, and the buffer plate 52 abuts against a side wall of the insertion groove 31 under the action of the pushing spring 30.
Referring to fig. 9, 10 and 11, the driving assembly includes a threaded rod 32 rotatably coupled to the beam housing 3, a first nut seat 33 threadedly coupled to the threaded rod 32, and a rotating knob 34 rotatably coupled to the beam housing 3 for driving the threaded rod 32 to rotate.
Wherein the threaded rod 32 is arranged along the length direction of the transverse beam column 2 and is rotatably connected in the mounting groove 28, and the first nut seat 33 is fixedly connected with the support plate 51.
Referring to fig. 9, 10 and 11, a first bevel gear 35 is fixedly connected to the threaded rod 32, a second bevel gear 36 rotatably engaged with the first bevel gear 35 is rotatably connected to the beam housing 3, and the rotating handle 34 is fixedly connected to the second bevel gear 36 and rotates coaxially with the second bevel gear 36. When the supporting plate 51 needs to be driven to move, the threaded rod 32 is driven to rotate by rotating the handle 34, and the threaded rod 32 drives the nut seat 33 to move when rotating, so that the supporting plate 51 is driven to move.
The implementation principle of the embodiment is as follows: after horizontal beam column 2 and vertical beam column 1 are pegged graft in beam sleeve 3, at first utilize drive assembly to drive backup pad 51 and remove, make backup pad 51 slide and peg graft in inserting groove 31, rotate connecting rod 61 afterwards and make the both ends of bracing piece 62 contradict on vertical beam column 1 and horizontal beam column 2, and utilize fastening block one 20 and fastening block two 21 to make bracing piece 62 support firm, the position of following downward adjustment sliding block 11, the tip that makes anchor strut 7 rotates the block in draw-in groove 16, rotate at last and touch pole 17, make the pole body butt of touch pole 17 and bracing piece 62.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, 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 green building of assembled with steel-concrete structure, includes horizontal beam column (2), vertical beam column (1), beam sheath (3), its characterized in that: fixed cover is equipped with reinforcement sleeve (8) on vertical beam column (1), fixed cover is equipped with reinforcement sleeve two (9) on horizontal beam column (2), be provided with on roof beam cover (3) and be used for supporting the supporting mechanism and the strengthening mechanism of horizontal beam column (2), sliding connection has sliding block (11) on the lateral wall of reinforcement sleeve (8), it has anchor strut (7) to articulate on sliding block (11), a plurality of draw-in grooves (16) have been seted up on the lateral wall of reinforcement sleeve two (9), the rotatable card of tip of anchor strut (7) is located in draw-in groove (16), be provided with on reinforcement sleeve (8) and be used for adjusting the adjustment mechanism that sliding block (11) removed.
2. The prefabricated green building with the steel-concrete structure of claim 1, wherein: the supporting mechanism comprises a supporting plate (51) connected to the beam sleeve (3) in a sliding manner, a buffer plate (52) arranged on the supporting plate (51), and a driving assembly arranged on the beam sleeve (3) and used for driving the supporting plate (51) to move along the length direction of the transverse beam column (2), wherein an installation groove (28) is formed in the end face where the barrel mouth of the beam sleeve (3) is located, the supporting plate (51) is connected to the installation groove (28) in a sliding manner, the buffer plate (52) is arranged in parallel with the supporting plate (51), a plurality of pushing springs (30) are fixedly connected between the buffer plate (52) and the supporting plate (51), the pushing springs (30) are arranged in the vertical direction, an insertion groove (31) is formed in the side wall of the reinforcing sleeve II (9), and the supporting plate (51) and the buffer plate (52) are inserted into the insertion groove (31), the buffer plate (52) is attached to and abutted against the side wall of the insertion groove (31).
3. The prefabricated green building with the steel-concrete structure of claim 2, wherein: the drive assembly including rotate connect in threaded rod (32), threaded connection on the roof beam cover (3) nut seat (33), rotate connect in be used for the drive on the roof beam cover (3) threaded rod (32) pivoted rotate handle (34), threaded rod (32) are followed the length direction setting of horizontal roof beam post (2), nut seat (33) with backup pad (51) fixed connection, first bevel gear (35) of fixedly connected with on threaded rod (32), rotate on the roof beam cover (3) be connected with first bevel gear (35) rotate second bevel gear (36) of meshing, rotate handle (34) with second bevel gear (36) fixed connection and with second bevel gear (36) coaxial rotation.
4. The prefabricated green building with the steel-concrete structure of claim 1, wherein: the strengthening mechanism including articulate in connecting rod (61), fixed connection on roof beam cover (3) in bracing piece (62) on connecting rod (61), connecting rod (61) are located vertical beam column (1) with between horizontal beam column (2), bracing piece (62) are along the perpendicular to the direction setting of connecting rod (61), the both ends of bracing piece (62) can contradict respectively in horizontal beam column (2) with on the lateral wall of vertical beam column (1).
5. The prefabricated green building with the steel-concrete structure of claim 4, wherein: the utility model discloses a vertical beam column, including bracing piece (62), two end sliding connection have fastening block one (20) and fastening block two (21) respectively, threaded connection has two-way screw rod (23) on bracing piece (62), two-way screw rod (23) are along being on a parallel with the direction setting of bracing piece (62), threaded connection has nut seat two (24) and nut seat three (25) on two-way screw rod (23), nut seat two (24) with fastening block one (20) fixed connection, nut seat three (25) with fastening block two (21) fixed connection, fastening block one (20) can with vertical beam column (1) extrusion is contradicted, fastening block two (21) can with horizontal beam column (2) extrusion is contradicted.
6. The prefabricated green building with the steel-concrete structure of claim 4, wherein: the adjusting mechanism comprises a supporting spring (12) fixedly connected to the side wall of the first reinforcing sleeve (8), a tensioning spring (13) and a driving screw rod (14) rotatably connected to the first reinforcing sleeve (8), the supporting spring (12) and the tensioning spring (13) are arranged along the length direction of the vertical beam column (1), the supporting spring (12) is positioned below the sliding block (11), the tensioning spring (13) is positioned above the sliding block (11), the top end of the supporting spring (12) is fixedly connected with the sliding block (11), the bottom end of the supporting spring (12) is fixedly connected with the sliding block (11), the driving screw rod (14) is arranged along the vertical direction, the driving screw rod (14) is positioned above the sliding block (11), the bottom end of the driving screw rod (14) is abutted against the top end of the sliding block (11).
7. The prefabricated green building with the steel-concrete structure of claim 6, wherein: the end part of the driving screw rod (14) is fixedly connected with a bearing plate (15), the bearing plate (15) is arranged in the direction perpendicular to the driving screw rod (14), and the bearing plate (15) is attached to and abutted against the side wall of the sliding block (11).
8. The prefabricated green building with the steel-concrete structure of claim 6, wherein: threaded connection has conflict pole (17) on the lateral wall of anchor strut (7), perpendicular to is followed to conflict pole (17) the direction setting of anchor strut (7), the tip of conflict pole (17) can contradict in on the lateral wall of bracing piece (62).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110971000.6A CN113653190B (en) | 2021-08-23 | 2021-08-23 | Assembly type green building with steel-concrete structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110971000.6A CN113653190B (en) | 2021-08-23 | 2021-08-23 | Assembly type green building with steel-concrete structure |
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| CN113653190A true CN113653190A (en) | 2021-11-16 |
| CN113653190B CN113653190B (en) | 2022-09-06 |
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| CN202110971000.6A Active CN113653190B (en) | 2021-08-23 | 2021-08-23 | Assembly type green building with steel-concrete structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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