CN216007263U - Beam column connecting structure - Google Patents
Beam column connecting structure Download PDFInfo
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- CN216007263U CN216007263U CN202121950232.5U CN202121950232U CN216007263U CN 216007263 U CN216007263 U CN 216007263U CN 202121950232 U CN202121950232 U CN 202121950232U CN 216007263 U CN216007263 U CN 216007263U
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Abstract
A beam column connecting structure is used for solving the technical problem that a beam body and a column body are sheared and damaged at the connecting position due to the fact that connection between the beam body and the column body is achieved through a bolt mode. The device comprises a cylinder body, wherein connecting blocks are respectively fixed on two sides of the cylinder body, and at least one insertion groove is formed in the upper part of each connecting block; the mounting plate penetrates through the column body, plate sections of the mounting plate, which extend out of two sides of the column body, respectively and correspondingly extend into the two connecting blocks, a plurality of first vertical plates are fixed on the plate sections of the mounting plate, which extend out of each side of the column body, and the first vertical plates are all embedded in the connecting blocks corresponding to the side; the beam body is convenient to assemble and mainly used for beam column assembly.
Description
Technical Field
The utility model relates to the technical field of construction, in particular to a beam-column connecting structure.
Background
The beam column construction mode adopts cast-in-place mode and assembly mode at present, and the cast-in-place mode can make roof beam body and cylinder form a firm whole, but along with the development of assembly construction, prior art also begins to adopt the assembly mode to realize being connected between roof beam body and the cylinder gradually.
The existing assembly mode generally adopts a bolt mode to fixedly connect the beam body and the column body, the general method is that constructors pre-embed in advance in the column body and are used for connecting plates connected with the beam body, the connecting plates are also pre-embedded in the beam body, and then the constructors fixedly connect the connecting plates in the column body and the bolts in the beam body through the bolts.
There is an objective defect in above-mentioned mode, and the floor can be connected to the roof beam body generally to the roof beam body will bear great vertical load, and the connected mode of above-mentioned roof beam body and cylinder, the roof beam body receive vertical load after, this vertical load makes the junction between cylinder and the roof beam body by the shearing destruction easily, and this kind of connected mode firm degree of roof beam body and cylinder remains to be improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a beam-column connecting structure aiming at the defects of the prior art, which is used for solving the technical problem that the beam body and the column body are easily sheared and damaged at the connecting part in the prior art by simply realizing the connection between the beam body and the column body in a bolt mode.
A beam-column connection structure comprising:
the device comprises a column body, wherein two sides of the column body are respectively fixed with a connecting block of a concrete structure, and the upper part of each connecting block is provided with at least one insertion groove;
the mounting plate is horizontally embedded in the cylinder and penetrates through the cylinder, plate sections of the mounting plate, which extend out of two sides of the cylinder, respectively and correspondingly extend into the two connecting blocks, a plurality of first vertical plates are fixed on the plate sections of the mounting plate, which extend out of each side of the cylinder, and are embedded in the connecting blocks corresponding to the side, and the shape of each first vertical plate is matched with the shape of the cross section of each connecting block;
the roof beam body, the roof beam body be two and correspond with two connecting blocks respectively and be connected, every roof beam body tip all is fixed with the installation piece, this installation piece lower part be fixed with the grafting piece that the inserting groove quantity on the connecting block corresponds and the adaptation, the inserting piece of installation piece lower part with be located the cylinder homonymy connecting block on the inserting groove one-to-one and the joint is fixed.
The working principle is as follows:
constructors firstly install the column body at the designed designated position, then lift the beam body by means of a lifting machine, so that the beam body is lifted to the upper part of the connecting block, the position of the beam body is adjusted in the lifting process, and the inserting blocks at the lower part of the beam body end mounting block correspond to the inserting grooves in the connecting block one to one.
And then, the beam body is placed by means of a hoisting machine until the plurality of splicing blocks are spliced in the plurality of splicing grooves in a one-to-one correspondence manner, and at the moment, the assembly between the beam body and the column body is completed.
The utility model has the beneficial effects that:
according to the utility model, a constructor needs to lift a beam body above the connecting block, the plurality of inserting blocks at the lower part of the mounting block are ensured to be in one-to-one correspondence with the plurality of inserting grooves on the connecting block in the lifting process, and then the beam body is lowered, so that the plurality of inserting blocks are inserted into the plurality of inserting grooves in one-to-one correspondence.
And through setting up mounting panel and first riser, this kind of mode can be strengthened the intensity of connecting block effectively to improved the support ability of connecting block, thereby further improved the support ability of connecting block to the roof beam body, further prevent that roof beam body and cylinder from taking place to cut the destruction at the junction.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is an enlarged cross-sectional view taken at section A-A of FIG. 1;
FIG. 3 is an enlarged cross-sectional view taken at section B-B of FIG. 1;
fig. 4 is an enlarged schematic view of the structure at C in fig. 1.
Description of reference numerals: the column body 1, connecting block 2, inserting groove 3, mounting panel 4, first riser 5, the roof beam body 6, the installation piece 7, inserting block 8, second riser 9, first stiffener 10, second stiffener 11, third stiffener 12, anchor 13, first stiffener 14, fourth stiffener 15, first water service pipe 16, first branch pipe 17, first flange 18, first via hole 19, barrel 20, second stiffener 21, fifth stiffener 22, second via hole 23, second water service pipe 24, second branch pipe 25, second flange 26.
Detailed Description
The technical solution of the present invention is further explained with reference to the drawings and the embodiments.
As shown in fig. 1 and 2, a beam column connecting structure includes:
the concrete column comprises a column body 1, wherein connecting blocks 2 of a concrete structure are respectively fixed on two sides of the column body 1, and at least one insertion groove 3 is formed in the upper part of each connecting block 2.
The roof beam body 6, the roof beam body 6 be two and correspond with two connecting blocks 2 respectively and be connected, 6 tip of every roof beam body all are fixed with installation piece 7, this installation piece 7 lower part be fixed with the 3 quantity of inserting groove on connecting block 2 correspond and the inserting block 8 of adaptation, the inserting block 8 of installation piece 7 lower part with be located 1 homonymy connecting block 2 of cylinder 3 one-to-one and the joint is fixed.
As shown in fig. 2, the mounting block 7 and the inserting block 8 are both of a concrete structure, a plurality of second vertical plates 9 are embedded in the mounting block 7, the second vertical plates 9 extend into the inserting block 8, and the second vertical plates 9 are arranged, so that the structural strength of the mounting block 7 and the inserting block 8 as a whole can be improved, and the connection strength between the beam body 6 and the column body 1 is further strengthened.
As shown in fig. 2, pre-buried many horizontally first stiffeners 10 in cylinder 1, every this first stiffener 10 is all fixed to wear to establish the polylith first riser 5 sets up first stiffener 10 and can further connect polylith first riser 5 and form an integral skeleton to the structural strength of connecting block 2 and cylinder 1 has further been improved.
As shown in fig. 2, a plurality of second reinforcing rods 11 are embedded in each of the inserting blocks 8, each of the second reinforcing rods 11 is fixedly penetrated through a plurality of second vertical plates 9 extending into the inserting block 8, and the second reinforcing rods 11 are also arranged to improve the structural strength of the inserting blocks 8, so that the purpose of improving the connection strength of the beam body 6 and the column body 1 is achieved.
As shown in fig. 2 and 3, gaps are reserved between the mounting block 7 and the column body 1 and between the insertion block 8 and the column body 1, a plurality of third reinforcing rods 12 extending into the gaps are embedded in the mounting block 7 and the insertion block 8, hooks are arranged at the end portions of the third reinforcing rods 12, an anchoring agent 13 is filled in the gaps, the anchoring agent 13 can be of a concrete structure and can also be of other building materials capable of being solidified and hardened, and the mounting block 7, the insertion block 8 and the column body 1 can be further connected by the arrangement mode, so that the connection strength of the beam body 6 and the column body 1 is further improved.
As shown in fig. 1, the first reinforcing plates 14 of the polylith are pre-buried from top to bottom in the cylinder 1, and a plurality of vertical fourth reinforcing rods 15 are pre-buried in the cylinder 1, each fourth reinforcing rod 15 penetrates through the first reinforcing plates 14 of the polylith and the mounting plate 4, the first reinforcing plates 14 and the fourth reinforcing rods 15 are arranged, the fourth reinforcing rods 15 and the first reinforcing plates 14 are matched to form the structural framework of the cylinder 1, and the overall strength is more superior.
As shown in fig. 1, a vertical first water service pipe 16 is embedded in the column body 1, the first water service pipe 16 penetrates through the first reinforcing plate 14 and the mounting plate 4, at least one first branch pipe 17 communicated with the first water service pipe 16 is embedded in the first water service pipe 16, the first branch pipe 17 extends out of the column body 1, a first flange 18 is fixed at the end of the first branch pipe 17, when drainage or water service is required, according to construction design, a constructor can communicate external drainage or water service facilities with the first water service pipe 16 through the first flange 18, so that water service is performed through the first water service pipe 16, the mode not only saves more space, but also the first water service pipe 16 is arranged in the column body 1, the concrete contact area between the first water service pipe 16 and the column body 1 is larger, and the structural strength of the column body 1 is improved on the premise of reducing the self weight of the column body 1. Every all open a plurality of first via holes 19 on first reinforcing plate 14 and the mounting panel 4, when pouring concrete to cylinder 1, the concrete can circulate through first via holes 19 fast to be favorable to improving the efficiency of construction of cylinder 1, and can improve wholly after the concrete circulates through first via holes 19 the wholeness of cylinder 1, and can increase the bond stress of concrete to first reinforcing plate 14 and mounting panel 4.
As shown in fig. 4, pre-buried barrel 20 has in the roof beam body 6, and pre-buried polylith second reinforcing plate 21 in the roof beam body 6, this second reinforcing plate 21 of polylith all is located barrel 20 and all with the inner wall fixed connection of barrel 20, be equipped with many horizontally fifth stiffener 22 in this roof beam body 6, polylith second reinforcing plate 21 is all worn to establish by every this fifth stiffener 22, all open on every this second reinforcing plate 21 and have a plurality of second via holes 23, barrel 20 and second reinforcing plate 21 be provided with and do benefit to the improvement roof beam body 6's structural strength sets up second via hole 23, when pouring concrete to roof beam body 6, the concrete can circulate through second via hole 23 fast to be favorable to improving roof beam body 6's efficiency of pouring. A horizontal second water pipe 24 is pre-buried in the beam body 6, the second water pipe 24 penetrates through the second reinforcing plate 21, a second branch pipe 25 communicated with the second water pipe 24 is pre-buried in the beam body 6, the second branch pipe 25 extends out of the beam body 6, and a second flange 26 is fixed at the end part of the second branch pipe 25, wherein the second water pipe 24 is pre-buried in the beam body 6, the structure is drained through the second water pipe 24, the space occupied by the drainage facility is saved, and the structure is more attractive, the first reinforcing rod 10, the second reinforcing rod 11, the third reinforcing rod 12, the fourth reinforcing rod 15 and the fifth reinforcing rod 22 can be profile components commonly used in building construction or reinforcing steel components, the first vertical plate 5, the second vertical plate 9, the mounting plate 4, the first reinforcing plate 14 and the second reinforcing plate 21 are all steel plate structures, and the first water pipe 16, the second water pipe 24 and the second reinforcing plate 21 are all steel plate structures, The first branch pipe 17, the second water through pipe 24 and the second branch pipe 25 are all steel pipe structures.
The working principle is as follows:
firstly, pouring a construction column body 1, a constructor temporarily positions, installs and fixes a mounting plate 4, a first vertical plate 5, a first reinforcing rod 10, a first reinforcing plate 14, a fourth reinforcing rod 15, a first water service pipe 16 and a first branch pipe 17 according to design requirements, then installs a template and pours concrete, and similarly, constructing a beam body 6, and a constructor temporarily positions and fixes a cylinder body 20, a second water service pipe 24, a second branch pipe 25, a second reinforcing plate 21, a fifth reinforcing rod 22, a second vertical plate 9, a second reinforcing rod 11 and a third reinforcing rod 12, then installs the template and pours concrete until the column body 1 and the beam body 6 both reach the structural strength of the design requirements.
Then constructors install the column body 1 at the designed designated position, then hoist the beam body 6 by means of a hoisting tool, so that the beam body 6 is hoisted to the upper part of the connecting block 2, and the position of the beam body 6 is adjusted in the hoisting process, so that the inserting blocks 8 at the lower part of the mounting block 7 at the end part of the beam body 6 are in one-to-one correspondence with the inserting grooves 3 on the connecting block 2.
And then, the beam body 6 is lowered by means of a hoisting machine until the plurality of inserting blocks 8 are inserted into the plurality of inserting grooves 3 in a one-to-one correspondence manner.
And finally, filling the gaps between the mounting block 7 and the column body 1 and between the insertion block 8 and the column body 1 with an anchoring agent 13 by a constructor, and finishing the assembly between the beam body 6 and the column body 1.
Finally, the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, and all of them should be covered in the claims of the present invention.
Claims (10)
1. A beam column connection structure characterized by comprising:
the concrete structure comprises a column body (1), wherein two sides of the column body (1) are respectively fixed with a connecting block (2) of a concrete structure, and the upper part of each connecting block (2) is provided with at least one insertion groove (3);
the mounting plate (4), the mounting plate (4) is horizontally embedded in the cylinder (1), the mounting plate (4) penetrates through the cylinder (1), the plate sections of the mounting plate (4) extending out of two sides of the cylinder (1) respectively and correspondingly extend into the two connecting blocks (2), the plate sections of the mounting plate (4) extending out of each side of the cylinder (1) are respectively provided with a plurality of first vertical plates (5), the first vertical plates (5) are embedded in the connecting blocks (2) corresponding to the side, and the shapes of the first vertical plates (5) are matched with the cross section shapes of the connecting blocks (2);
the roof beam body (6), the roof beam body (6) be two and correspond with two connecting blocks (2) respectively and be connected, every roof beam body (6) tip all is fixed with installation piece (7), this installation piece (7) lower part is fixed with grafting piece (8) that correspond and the adaptation with inserting groove (3) quantity on connecting block (2), inserting piece (8) of installation piece (7) lower part are fixed with inserting groove (3) one-to-one and the joint that are located cylinder (1) homonymy connecting block (2).
2. A beam column connection structure according to claim 1, wherein: installation piece (7), grafting piece (8) are concrete structure, pre-buried polylith second riser (9) in this installation piece (7), and this second riser (9) extend to in grafting piece (8).
3. A beam column connection structure according to claim 1, wherein: a plurality of horizontal first reinforcing rods (10) are embedded in the column body (1), and a plurality of first vertical plates (5) are fixedly arranged in a penetrating mode in each first reinforcing rod (10).
4. A beam column connection structure according to claim 1, wherein: every all pre-buried many second stiffener (11) in the piece (8) that inserts, every this second stiffener (11) is all fixed to be worn to establish and is extended to the polylith in this piece inserts piece (8) second riser (9).
5. A beam column connection structure according to claim 1, wherein: all leave the clearance between installation piece (7) and cylinder (1) and between plug block (8) and cylinder (1), all pre-buried many third stiffener (12) that stretch into in the clearance in installation piece (7) and plug block (8), the clearance intussuseption is filled with anchoring agent (13).
6. A beam column connection structure according to claim 1, wherein: the column body (1) is internally embedded with a plurality of first reinforcing plates (14) from top to bottom, a plurality of vertical fourth reinforcing rods (15) are embedded in the column body (1), and the plurality of first reinforcing plates (14) and the mounting plate (4) are arranged in a penetrating manner on each fourth reinforcing rod (15).
7. A beam column connection structure according to claim 6, wherein: a pre-buried vertical first water service pipe (16) in cylinder (1), this first water service pipe (16) are worn to establish first reinforcing plate (14) and mounting panel (4), and pre-buried at least one first branch pipe (17) that switch on with first water service pipe (16) in this first water service pipe (16), and this first branch pipe (17) stretch out cylinder (1), and this first branch pipe (17) end fixing has first flange (18).
8. A beam column connection structure according to claim 6, wherein: a plurality of first through holes (19) are formed in each first reinforcing plate (14) and each mounting plate (4).
9. A beam column connection structure according to claim 1, wherein: barrel (20) are pre-buried in the roof beam body (6), and pre-buried polylith second reinforcing plate (21) in the roof beam body (6), this second reinforcing plate of polylith (21) all be located barrel (20) and all with the inner wall fixed connection of barrel (20), be equipped with many horizontally fifth stiffener (22) in this roof beam body (6), polylith second reinforcing plate (21) are all worn to establish in every this fifth stiffener (22), all open on every this second reinforcing plate (21) has a plurality of second via holes (23).
10. A beam column connection structure according to claim 9, wherein: a second reinforcing plate (21) is penetrated to a pre-buried horizontally second water pipe (24) in the roof beam body (6), and a second branch pipe (25) that switches on with second water pipe (24) is pre-buried in this roof beam body (6), and this second branch pipe (25) stretch out roof beam body (6), and this second branch pipe (25) end fixing has second flange (26).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121950232.5U CN216007263U (en) | 2021-08-18 | 2021-08-18 | Beam column connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121950232.5U CN216007263U (en) | 2021-08-18 | 2021-08-18 | Beam column connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216007263U true CN216007263U (en) | 2022-03-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121950232.5U Active CN216007263U (en) | 2021-08-18 | 2021-08-18 | Beam column connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216007263U (en) |
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2021
- 2021-08-18 CN CN202121950232.5U patent/CN216007263U/en active Active
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