CN115928879A - Assembled reinforced concrete structure beam node - Google Patents
Assembled reinforced concrete structure beam node Download PDFInfo
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- CN115928879A CN115928879A CN202211373074.0A CN202211373074A CN115928879A CN 115928879 A CN115928879 A CN 115928879A CN 202211373074 A CN202211373074 A CN 202211373074A CN 115928879 A CN115928879 A CN 115928879A
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract 2
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 claims description 9
- 238000005452 bending Methods 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 description 9
- 239000004567 concrete Substances 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The invention discloses an assembly type reinforced concrete structure beam joint, which has the technical scheme main points that: the method comprises the following steps: the connecting piece is used for connecting the prefabricated vertical beam and the prefabricated transverse beam and comprises a sleeving and clamping part and a horizontal clamping part fixed with the sleeving and clamping part; the first assembling structure is used for assisting the prefabricated vertical beam to be embedded and clamped into the middle sleeve clamping part of the connecting piece from one side of the prefabricated vertical beam; the second assembling structure is used for embedding and clamping the prefabricated cross beam into the horizontal clamping part in the connecting piece from the bottom side of the prefabricated cross beam, and the sleeve clamping part and the prefabricated vertical beam as well as the horizontal clamping part and the prefabricated cross beam are fixed through a plurality of rivets respectively; the first prefabricated arrangement structure is arranged at the first assembly structure and used for vertically routing the routing pipes; the second prefabricated arrangement structure is arranged at the second assembly structure and used for horizontally routing the wiring pipes; the assembled reinforced concrete structure beam node can improve the structural stability, the bending strength, the torsional strength and the like of the assembled building beam.
Description
Technical Field
The invention relates to the field of buildings, in particular to an assembly type reinforced concrete structural beam joint.
Background
The prefabricated building is a mature building mode, the components of the building are directly finished in a factory and then assembled, large-scale rapid production and construction can be achieved, efficiency is high, economic benefits are good, and the prefabricated building is widely applied.
The assembly type reinforced concrete structure beam node is a key point during assembly of the assembly type beam and plays an important role in ensuring safety. For example, chinese patent publication No. CN114687442A discloses a prefabricated reinforced concrete frame structure node, which includes an outer concrete column and an inner reinforcement cage; the inner reinforcement cage is embedded in the outer concrete column and comprises a first reinforcement cage and a second reinforcement cage, and the second reinforcement cage is sleeved on the inner side of the first reinforcement cage; a connecting rib is welded between the first reinforcement cage and the second reinforcement cage; the lower end of the outer concrete column is connected with an anchoring seat, and the anchoring seat is buried in the lower side of the ground.
In the patent, the prefabricated reinforced concrete frame structure node is provided with an outer concrete column and an inner reinforcement cage, and lap joint ribs and anchoring ribs in a beam are all cancelled, so that all stress rods of the node are uniformly stressed, and the shearing resistance, bending resistance and bearing capacity of the node are greatly improved; however, it still has some disadvantages, such as: when the connection form of the vertical beams and the transverse beams is adopted, the clamping mode is not adopted, so that the problem that the bending strength and the torsional strength are insufficient is caused, and the prefabricated beams lack a wiring and routing structure.
Disclosure of Invention
In view of the problems mentioned in the background, it is an object of the present invention to provide an assembled reinforced concrete structural beam joint to solve the problems mentioned in the background.
The technical purpose of the invention is realized by the following technical scheme:
an assembled reinforced concrete structural beam joint comprising:
the connecting piece is used for connecting the prefabricated vertical beam and the prefabricated transverse beam and comprises a sleeving and clamping part and a horizontal clamping part fixed with the sleeving and clamping part;
the first assembling structure is used for assisting the prefabricated vertical beam to be embedded and clamped into the middle sleeve clamping part of the connecting piece from one side of the prefabricated vertical beam;
the second assembly structure is used for embedding and clamping the prefabricated cross beam into the horizontal clamping part in the connecting piece from the bottom side of the prefabricated cross beam, and the sleeve clamping part and the prefabricated vertical beam as well as the horizontal clamping part and the prefabricated cross beam are fixed through a plurality of rivets respectively;
the first prefabricated arrangement structure is arranged at the first assembly structure and used for vertically routing the routing pipes;
and the second prefabricated arrangement structure is arranged at the second assembly structure and is used for horizontally routing the routing pipes.
By adopting the technical scheme, the assembled reinforced concrete structural beam joint can realize quick connection and fixation of the prefabricated vertical beam and the prefabricated transverse beam, and can improve the structural stability, the bending strength, the torsional strength and the like of the assembled building beam; through should first assembly structure can inlay the card with prefabricated upright roof beam and fix in cover card portion, utilize second assembly structure can realize the fixed of prefabricated crossbeam and horizontal card portion, in addition, this assembly body department has set up the structure that can follow-up line of pipeline or pipeline, has improved suitability, functionality to prevent that follow-up line from scattering in disorder, difficult fixed.
The preferred, first assembly structure includes the stuck groove, wears groove, embedding portion, embedded groove and jacking portion, the stuck groove is seted up and is supplied the top embedding of prefabricated upright beam in cover card portion, it runs through between the outside and the stuck groove of cover card portion to wear the groove to set up in cover card portion, embedding portion integrated into one piece is in cover card portion, the embedded groove is seted up and is supplied embedding portion card to go up prefabricated upright beam top, the jacking position sets up to the wedge in the top of prefabricated upright beam and in its sideline department.
Through adopting above-mentioned technical scheme, can be gone into prefabricated upright roof beam card with prefabricated upright roof beam card to the cutting ferrule portion through from wearing groove department embedding, the stability of assembly back beam can be improved in the setting of embedding portion and embedded groove, and the setting of jacking portion can improve fixed effect.
The preferred, second assembly structure includes first curb plate portion, second curb plate portion, horizontal recess, a plurality of stand and a plurality of post groove, second assembly structure is located first assembly structure's below, first curb plate portion and second curb plate portion integrated into one piece are in the top both sides of horizontal card portion respectively, formed the horizontal recess that supplies prefabricated crossbeam card to go into between first curb plate portion and the second curb plate portion, a plurality of the top at first curb plate portion and second curb plate portion is fixed respectively to the stand, and a plurality of post groove is seted up respectively and is supplied the stand card to go into in the prefabricated crossbeam.
Through adopting above-mentioned technical scheme, utilize first curb plate portion, second curb plate portion can inlay the card with the both sides of prefabricated crossbeam, and the horizontal recess can supply prefabricated crossbeam to put into, can realize effectively fixing prefabricated crossbeam through using a plurality of stand and post groove.
Preferably, the first prefabricated laying structure comprises a wire pipe groove, a horizontal wire passing pipe and a plurality of clamping pieces, the wire pipe groove is formed in one side, away from the second side plate portion, of the first side plate portion, the horizontal wire passing pipe is clamped in the wire pipe groove, and the clamping pieces are welded and fixed to one side of the first side plate portion respectively and used for clamping and fixing the horizontal wire passing pipe.
By adopting the technical scheme, the horizontal wire passing pipe can be conveniently installed by utilizing the wire pipe groove formed in the first side plate part, the fixing reliability of the horizontal wire passing pipe can be improved by utilizing the clamping piece, and the horizontal wire passing pipe can provide a subsequent horizontal wiring area for the precast beam.
Preferably, a slotted hole is formed in the clamping piece, a pin column is connected in the slotted hole through a spring, and an inserting hole for inserting the pin column is formed in the horizontal wire passing pipe.
By adopting the technical scheme, the pin column can be inserted into the pin hole under the elastic force of the spring in the slot hole, so that the fixing reliability of the horizontal wire passing pipe is improved.
The preferred, the prefabricated structure of laying of second includes vertical wire casing, dodges the groove and lead wire perforation, dodge the groove and offer in cutting ferrule portion, vertical wire casing joint is in dodging the groove, lead wire perforation offers in one side of vertical wire casing, communicate each other between vertical wire casing and the horizontal wire casing, it is fixed through the retaining member between vertical wire casing and the horizontal wire casing.
By adopting the technical scheme, the vertical wire passing pipe can be used for providing a vertical wire passing area, the horizontal wire passing pipe and the vertical wire passing pipe can be connected together, and the subsequent wire leading or wire passing can be facilitated by the lead wire perforation.
Preferably, the locking piece comprises an L-shaped connecting plate, one side of the L-shaped connecting plate abuts against the bottom of the horizontal wire passing pipe, the other side of the L-shaped connecting plate abuts against one side of the vertical wire passing pipe, and the L-shaped connecting plate is fixedly connected with the vertical wire passing pipe and the horizontal wire passing pipe through a plurality of bolts.
Through adopting above-mentioned technical scheme, utilize the L shape connecting plate in the retaining member can realize reliably fixing vertical wire passing pipe and horizontal wire passing pipe.
Preferably, the two sides of the sleeve clamping part are respectively provided with an auxiliary fixing plate, and the auxiliary fixing plate, the sleeve clamping part and the prefabricated vertical beam are fixedly connected through a plurality of rivets.
Through adopting above-mentioned technical scheme, utilize auxiliary fixing plate and rivet can improve the reliability of being connected of cover card portion and prefabricated upright beam.
In summary, the invention mainly has the following beneficial effects:
the assembly type reinforced concrete structural beam joint can realize quick connection and fixation of the prefabricated vertical beam and the prefabricated transverse beam, and can improve the structural stability, bending strength, torsional strength and the like of the assembled building beam; can inlay the card with the prefabricated upright beam and fix in cover card portion through first assembly structure, utilize second assembly structure can realize the fixed of prefabricated crossbeam and horizontal card portion, in addition, this assembly body department has set up the structure that can follow-up line of pipeline or pipeline, has improved suitability, functionality to prevent that follow-up line from scattering in disorder, difficult fixed.
Drawings
FIG. 1 is one of the schematic structural diagrams of the present invention;
FIG. 2 is a second schematic structural diagram of the present invention;
FIG. 3 is a third schematic view of the present invention;
FIG. 4 is an enlarged view of a portion A of FIG. 3;
FIG. 5 is a structural cross-sectional view of the present invention;
fig. 6 is a partially enlarged view of fig. 5 at B.
Reference numerals: 11. prefabricating a vertical beam; 12. prefabricating a cross beam; 2. a connecting member; 21. a sleeve clamping part; 22. a horizontal clamping part; 3. a first assembly structure; 4. a second assembly structure; 5. a first prefabricated layout structure; 6. a second prefabricated layout structure; 31. a clamping groove is formed; 32. penetrating a groove; 33. an insertion section; 34. embedding the groove; 35. a jacking portion; 41. a first side plate portion; 42. a second side plate portion; 43. a horizontal groove; 44. a column; 45. a column groove; 51. a wire pipe groove; 52. a horizontal wire passing pipe; 53. a clamping piece; 54. a slot; 55. a spring; 56. a pin; 57. inserting eyes; 61. a vertical wire passing pipe; 62. an avoidance groove; 63. perforating a lead; 7. a locking member; 71. an L-shaped connecting plate; 13. an auxiliary fixing plate; 8. a connecting assembly; 81. an empty groove; 82. a first notch; 83. a second notch; 84. a third notch; 85. a spring pin; 91. a first cross-post; 92. a second cross-post; 93. a first slot; 94. a projecting post; 95. a first spring; 96. a second slot; 97. a second spring; 98. inserting a column; 99. and (5) inserting the eye.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 4, an assembled reinforced concrete structural beam joint, comprising: the connecting piece 2 is used for connecting the prefabricated vertical beam 11 and the prefabricated transverse beam 12, and the connecting piece 2 comprises a clamping part 21 and a horizontal clamping part 22 fixed with the clamping part 21; the first assembling structure 3 is used for assisting in embedding and clamping the prefabricated vertical beam 11 into the sleeve clamping part 21 in the connecting piece 2 from one side of the prefabricated vertical beam 11; the second assembling structure 4 is used for embedding and clamping the prefabricated cross beam 12 into the horizontal clamping part 22 in the connecting piece 2 from the bottom side of the prefabricated cross beam 12, and the clamping part 21 and the prefabricated vertical beam 11 as well as the horizontal clamping part 22 and the prefabricated cross beam 12 are fixed through a plurality of rivets; the first prefabricated arrangement structure 5 is arranged at the first assembly structure 3 and used for vertically routing the routing pipes; a second pre-laying structure 6 for horizontal routing conduits provided at the second assembly structure 4.
Referring to fig. 1 to 4, the fabricated reinforced concrete structural beam joint can realize quick connection and fixation of a prefabricated vertical beam 11 and a prefabricated transverse beam 12, and can improve structural stability, bending strength, torsional strength and the like of a fabricated building beam; through should first assembly structure 3 can inlay the card with prefabricated upright roof beam 11 and fix in cover card portion 21, utilize second assembly structure 4 to realize prefabricated crossbeam 12 and horizontal card portion 22 fixed, in addition, this assembly body department has set up the structure that can follow-up line of pipeline or pipeline, has improved suitability, functionality to prevent that follow-up line from scattering, difficult fixed.
Referring to fig. 1 to 4, the first assembling structure 3 includes a snap groove 31, a through groove 32, an embedded portion 33, an embedded groove 34, and a lifting portion 35, the snap groove 31 is opened in the sleeve-fastening portion 21 to allow the top of the prefabricated upright beam 11 to be embedded, the through groove 32 is opened in the sleeve-fastening portion 21 to penetrate between the outside of the sleeve-fastening portion 21 and the snap groove 31, the embedded portion 33 is integrally formed in the sleeve-fastening portion 21, the embedded groove 34 is opened at the top of the prefabricated upright beam 11 to allow the embedded portion 33 to be fastened, the lifting portion 35 is located at the top of the prefabricated upright beam 11 and is set to be wedge-shaped at a side line thereof, the prefabricated upright beam 11 can be fastened into the sleeve-fastening portion by embedding the through groove 32, the stability of the assembled beam can be improved by the arrangement of the embedded portion 33 and the embedded groove 34, and the arrangement of the lifting portion 35 can improve the fixing effect.
Referring to fig. 1 to 4, the second assembly structure 4 includes a first side plate portion 41, a second side plate portion 42, a horizontal groove 43, a plurality of vertical columns 44, and a plurality of column grooves 45, the second assembly structure 4 is located below the first assembly structure 3, the first side plate portion 41 and the second side plate portion 42 are respectively integrally formed on two sides of the top of the horizontal clamping portion 22, the horizontal groove 43 for clamping the prefabricated beam 12 is formed between the first side plate portion 41 and the second side plate portion 42, the plurality of vertical columns 44 are respectively fixed on the top of the first side plate portion 41 and the top of the second side plate portion 42, the plurality of column grooves 45 are respectively formed in the prefabricated beam 12 for clamping the vertical columns 44, the two sides of the prefabricated beam 12 can be clamped by using the first side plate portion 41 and the second side plate portion 42, the horizontal groove 43 can be used for placing the prefabricated beam 12, and the prefabricated beam 12 can be effectively fixed by using the plurality of vertical columns 44 and column grooves 45.
Referring to fig. 1 to 4, the first prefabricated layout structure 5 includes a wire duct groove 51, a horizontal wire duct 52 and a plurality of fasteners 53, the wire duct groove 51 is opened at a side of the first side plate portion 41 away from the second side plate portion 42, the horizontal wire duct 52 is fastened in the wire duct groove 51, the plurality of fasteners 53 are respectively welded and fixed at one side of the first side plate portion 41 for clamping and fixing the horizontal wire duct 52, the horizontal wire duct 52 can be conveniently installed by using the wire duct groove 51 opened in the first side plate portion 41, the fastening reliability of the horizontal wire duct 52 can be improved by using the fasteners 53, and the horizontal wire duct 52 can provide a subsequent horizontal routing area for the precast beam.
Referring to fig. 1 to 4, a slot 54 is formed in the clip 53, a pin 56 is connected to the slot 54 through a spring 55, an insertion hole 57 for inserting the pin 56 is formed in the horizontal wire guide 52, and the pin 56 can be inserted into the pin hole under the elastic force of the spring 55 in the slot 54, so as to improve the fixing reliability of the horizontal wire guide 52; wherein prefabricated laying structure 6 of second includes vertical wire through tube 61, dodges groove 62 and lead wire perforation 63, it sets up in the cutting ferrule to dodge groove 62, vertical wire through tube 61 joint is in dodging groove 62, lead wire perforation 63 sets up in vertical wire through tube 61's one side, communicate each other between vertical wire through tube 61 and the horizontal wire through tube 52, it is fixed through retaining member 7 between vertical wire through tube 61 and the horizontal wire through tube 52, utilize vertical wire through tube 61 can provide a vertical region of crossing to can contact horizontal wire through tube 52 and vertical wire through tube 61 together, utilize lead wire perforation 63 can be convenient for follow-up lead wire or walk the pipe.
Referring to fig. 1 to 4, the locking member 7 includes an L-shaped connecting plate 71, one side of the L-shaped connecting plate 71 abuts against the bottom of the horizontal wire guide 52, the other side of the L-shaped connecting plate 71 abuts against one side of the vertical wire guide 61, the L-shaped connecting plate 71 is fixedly connected to the vertical wire guide 61 and the horizontal wire guide 52 by a plurality of bolts, and the L-shaped connecting plate 71 in the locking member 7 can reliably fix the vertical wire guide 61 and the horizontal wire guide 52; the both sides of cover card portion 21 are provided with auxiliary fixing plate 13 respectively, auxiliary fixing plate 13, cover card portion 21 and prefabricated upright beam 11 between connect fixedly through a plurality of rivet, utilize auxiliary fixing plate 13 and rivet can improve cover card portion 21 and prefabricated upright beam 11's reliability of being connected.
Referring to fig. 5 and 6, the vertical wire passing tube 61 and the horizontal wire passing tube 52 are fixed by the connection assembly 8, wherein the connection assembly 8 includes a clamping member 53, the clamping member 53 is bent, the clamping member 53 is fixed on the vertical wire passing tube 61 and the horizontal wire passing tube 52 by bolts, an empty slot 81 is formed in the clamping member 53, a first notch 82 communicating the empty slot 81 with the vertical wire passing tube 61 is formed in the clamping member 53, a second notch 83 communicating the empty slot 81 with the horizontal wire passing tube 52 is formed in the clamping member 53, a third notch 84 for external connection is formed in a surface of the clamping member 53 away from the vertical wire passing tube 61 and the horizontal wire passing tube 52, and a spring pin 85 is arranged between the clamping member 53 and the horizontal wire passing tube 52; the clamping piece 53 is provided with a linkage clamping assembly for linkage fixation of the prefabricated beam 12, the linkage clamping assembly comprises a first cross post 91, a second cross post 92, a first slot hole 93, a protruding post 94, a first spring 95, a second slot hole 96, a second spring 97, an inserted post 98 and an inserted hole 99 which are fixed on the prefabricated beam 12, the first cross post 91 is fixed on the prefabricated beam 12, the protruding post 94 is fixed on the clamping piece 53, the second cross post 92 is sleeved outside the protruding post 94, the first spring 95 is connected between the protruding post 94 and the second cross post 92, the first cross post 91 and the second cross post 92 are respectively provided with a wedge surface, the second slot hole 96 is formed in the first cross post 91, the inserted post 98 is connected to the bottom of the second slot hole 96 through the second spring 97, and the inserted hole 99 is formed in the second cross post 92 for insertion of the inserted post 98; when joint 53 is installed, except making vertical wire casing 61 and horizontal wire casing 52 take place fixedly, still make each other through first notch 82, second notch 83, third notch 84 intercommunication, make things convenient for follow-up line of walking, when joint 53 is fixed, can realize the fixed of joint 53 and prefabricated crossbeam 12 through the linkage joint subassembly, when joint 53 is fixed, can drive second spreader 92 and first spreader 91 cooperation, the first spring 95 of salient post 94 department can push second spreader 92 and be close to first spreader 91, second spring 97 in the second slotted eye 96 can promote to insert post 98 and insert to eye 99, thereby realize linkage fixed coordination.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides an assembled reinforced concrete structure beam node which characterized in that: the method comprises the following steps:
the connecting piece (2) is used for connecting the prefabricated vertical beam (11) and the prefabricated transverse beam (12), and the connecting piece (2) comprises a sleeving and clamping part (21) and a horizontal clamping part (22) fixed with the sleeving and clamping part (21);
the first assembling structure (3) of the sleeve clamping part (21) in the connecting piece (2) is embedded and clamped into the prefabricated vertical beam (11) from one side of the prefabricated vertical beam (11) in an auxiliary mode;
the second assembling structure (4) is used for embedding and clamping the prefabricated cross beam (12) into the horizontal clamping part (22) in the connecting piece (2) from the bottom side of the prefabricated cross beam (12), and the sleeve clamping part (21) and the prefabricated vertical beam (11) as well as the horizontal clamping part (22) and the prefabricated cross beam (12) are fixed through a plurality of rivets respectively;
a first prefabricated arrangement structure (5) which is arranged at the first assembly structure (3) and is used for vertically routing the wiring pipes;
and a second prefabricated arrangement structure (6) arranged at the second assembly structure (4) and used for horizontally routing the routing pipe.
2. An assembled reinforced concrete structural beam joint as claimed in claim 1, wherein: first assembly structure (3) are including stuck in groove (31), wear groove (32), embedding portion (33), embedded groove (34) and jacking portion (35), the top embedding that supplies prefabricated upright beam (11) in cover card portion (21) is seted up in stuck in groove (31), wear groove (32) set up in stuck in cover portion (21) with the outside of cover card portion (21) and run through between stuck in groove (31), embedding portion (33) integrated into one piece is in stuck in cover portion (21), embedded groove (34) are seted up and are supplied embedding portion (33) to block in prefabricated upright beam (11) top, jacking portion (35) are located the top of prefabricated upright beam (11) and set up to the wedge in its sideline department.
3. An assembled reinforced concrete structural beam joint as claimed in claim 2, wherein: second assembly structure (4) include first curb plate portion (41), second curb plate portion (42), horizontal groove (43), a plurality of stand (44) and a plurality of post groove (45), second assembly structure (4) are located the below of first assembly structure (3), first curb plate portion (41) and second curb plate portion (42) integrated into one piece respectively are in the top both sides of horizontal card portion (22), horizontal groove (43) that confession precast beam (12) card was gone into have been formed between first curb plate portion (41) and second curb plate portion (42), a plurality of stand (44) are fixed respectively at the top of first curb plate portion (41) and second curb plate portion (42), and a plurality of post groove (45) are seted up respectively and are supplied stand (44) card to go into in precast beam (12).
4. An assembled reinforced concrete structural beam joint as claimed in claim 3, wherein: the first prefabricated laying structure (5) comprises a wire pipe groove (51), a horizontal wire passing pipe (52) and a plurality of clamping pieces (53), wherein the wire pipe groove (51) is formed in one side, deviating from the second side plate portion (42), of the first side plate portion (41), the horizontal wire passing pipe (52) is clamped in the wire pipe groove (51), and the clamping pieces (53) are welded and fixed on one side of the first side plate portion (41) respectively and used for clamping and fixing the horizontal wire passing pipe (52).
5. An assembled reinforced concrete structural beam joint as claimed in claim 4, wherein: a slotted hole (54) is formed in the clamping piece (53), a pin column (56) is connected into the slotted hole (54) through a spring (55), and an inserting hole (57) for inserting the pin column (56) is formed in the horizontal wire passing pipe (52).
6. An assembled reinforced concrete structural beam joint as claimed in claim 4, wherein: the prefabricated laying structure of second (6) include vertical wire passing pipe (61), dodge groove (62) and lead wire and perforate (63), dodge groove (62) and set up in cutting ferrule portion, vertical wire passing pipe (61) joint is in dodging groove (62), lead wire perforation (63) are set up in one side of vertical wire passing pipe (61), communicate each other between vertical wire passing pipe (61) and the horizontal wire passing pipe (52), it is fixed through retaining member (7) between vertical wire passing pipe (61) and the horizontal wire passing pipe (52).
7. An assembled reinforced concrete structural beam joint as claimed in claim 6, wherein: retaining member (7) include L shape connecting plate (71), one side butt of L shape connecting plate (71) is in level cross line pipe (52) bottom, the another side butt of L shape connecting plate (71) is in one side of vertical cross line pipe (61), L shape connecting plate (71) are connected fixedly through a plurality of bolt and vertical cross line pipe (61), level cross line pipe (52).
8. An assembled reinforced concrete structural beam joint as claimed in claim 1, wherein: the two sides of the sleeve clamping part (21) are respectively provided with an auxiliary fixing plate (13), and the auxiliary fixing plate (13), the sleeve clamping part (21) and the prefabricated vertical beam (11) are fixedly connected through a plurality of rivets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211373074.0A CN115928879A (en) | 2022-11-01 | 2022-11-01 | Assembled reinforced concrete structure beam node |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211373074.0A CN115928879A (en) | 2022-11-01 | 2022-11-01 | Assembled reinforced concrete structure beam node |
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| CN115928879A true CN115928879A (en) | 2023-04-07 |
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| CN202211373074.0A Pending CN115928879A (en) | 2022-11-01 | 2022-11-01 | Assembled reinforced concrete structure beam node |
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Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50117211A (en) * | 1973-04-27 | 1975-09-13 | ||
| CN107761662A (en) * | 2017-10-16 | 2018-03-06 | 中交第三航务工程局有限公司 | A kind of precast construction in assembled pile foundation wharfs and attaching method thereof |
| CN108678167A (en) * | 2018-08-04 | 2018-10-19 | 四川建安装配式工程科技股份有限公司 | Shape for hat beam column connection part, beam column package assembly and installation method using the beam column connection part |
| CN209760440U (en) * | 2019-03-06 | 2019-12-10 | 中建三局工程设计有限公司 | Precast concrete assembled beam node |
| CN110670722A (en) * | 2019-10-15 | 2020-01-10 | 广州瀚阳工程咨询有限公司 | Implementation method of beam-column connecting node of fabricated building |
| CN110725399A (en) * | 2019-10-15 | 2020-01-24 | 广州瀚阳工程咨询有限公司 | Implementation method of longitudinal and transverse beam connecting node of fabricated building |
| CN211736040U (en) * | 2019-11-30 | 2020-10-23 | 邱振华 | Precast beam body connection structure with stable structure |
| CN211973822U (en) * | 2019-12-24 | 2020-11-20 | 山东圣凯建筑设计咨询有限公司 | Guarantee precast beam cross structure of connecting position upper portion parallel and level |
| CN213951901U (en) * | 2020-12-01 | 2021-08-13 | 中国建筑土木建设有限公司 | Full prefabricated assembly type reinforced concrete bridge splicing structure |
| CN217352940U (en) * | 2022-05-05 | 2022-09-02 | 上海富凝建筑设计有限公司 | Beam column connecting structure |
-
2022
- 2022-11-01 CN CN202211373074.0A patent/CN115928879A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS50117211A (en) * | 1973-04-27 | 1975-09-13 | ||
| CN107761662A (en) * | 2017-10-16 | 2018-03-06 | 中交第三航务工程局有限公司 | A kind of precast construction in assembled pile foundation wharfs and attaching method thereof |
| CN108678167A (en) * | 2018-08-04 | 2018-10-19 | 四川建安装配式工程科技股份有限公司 | Shape for hat beam column connection part, beam column package assembly and installation method using the beam column connection part |
| CN209760440U (en) * | 2019-03-06 | 2019-12-10 | 中建三局工程设计有限公司 | Precast concrete assembled beam node |
| CN110670722A (en) * | 2019-10-15 | 2020-01-10 | 广州瀚阳工程咨询有限公司 | Implementation method of beam-column connecting node of fabricated building |
| CN110725399A (en) * | 2019-10-15 | 2020-01-24 | 广州瀚阳工程咨询有限公司 | Implementation method of longitudinal and transverse beam connecting node of fabricated building |
| CN211736040U (en) * | 2019-11-30 | 2020-10-23 | 邱振华 | Precast beam body connection structure with stable structure |
| CN211973822U (en) * | 2019-12-24 | 2020-11-20 | 山东圣凯建筑设计咨询有限公司 | Guarantee precast beam cross structure of connecting position upper portion parallel and level |
| CN213951901U (en) * | 2020-12-01 | 2021-08-13 | 中国建筑土木建设有限公司 | Full prefabricated assembly type reinforced concrete bridge splicing structure |
| CN217352940U (en) * | 2022-05-05 | 2022-09-02 | 上海富凝建筑设计有限公司 | Beam column connecting structure |
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