CN211597087U - Beam and plate connecting node structure of assembled framework plate building - Google Patents

Beam and plate connecting node structure of assembled framework plate building Download PDF

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Publication number
CN211597087U
CN211597087U CN202020017099.7U CN202020017099U CN211597087U CN 211597087 U CN211597087 U CN 211597087U CN 202020017099 U CN202020017099 U CN 202020017099U CN 211597087 U CN211597087 U CN 211597087U
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China
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plate
board
limiting plate
scute
node structure
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Expired - Fee Related
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CN202020017099.7U
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Chinese (zh)
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不公告发明人
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Suzhou Zhutong Construction Development Co ltd
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Individual
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Abstract

The utility model discloses a beam and board connection node structure of an assembly type framework plate building, which comprises a main keel, wherein the lower part of the main keel is provided with an H keel, the upper part of the main keel is provided with a buckle plate, the bottom surface of the buckle plate is provided with an angle plate, the angle plate is inserted into a butt joint groove, the butt joint groove is arranged on the surface of a limiting plate, and the surface of the limiting plate is provided with a connecting plate; the beneficial effects are that: the utility model provides a roof beam and board connected node structure of assembled skeleton panel building avoid the limiting plate whereabouts through preventing moving back the temporary fixation of tooth and draw-in groove after on the scute with limiting plate connection, then revolve wrong locking screw and fix the limiting plate on the scute, and the board of taking on limiting plate surface can support the hidden beam board this moment, falls in avoiding the hidden beam board installation.

Description

Beam and plate connecting node structure of assembled framework plate building
Technical Field
The utility model relates to a beam slab node technical field specifically is roof beam and board connected node structure of assembled skeleton panel building.
Background
The framework plate building is composed of a prefabricated framework and plates, and the bearing structure of the framework plate building has two types, namely a frame structure system which is composed of a bearing frame consisting of columns and beams and then is used for placing a floor slab and non-bearing inner and outer wallboards; the other is a plate column structure system with load bearing formed by columns and floor slabs, and the inner and outer wall slabs are non-load bearing. The bearing framework, which is generally a heavy reinforced concrete structure, is also combined by a framework and a plate made of steel and wood and is commonly used in light prefabricated buildings. The framework plate building has reasonable structure, can reduce the dead weight of the building, has flexible internal separation, and is suitable for multi-storey and high-rise buildings;
in the prior art, the connection between beams and plates of a framework plate building is not firm, the beams and plates are easy to fall off after long-time use, and the plates really support the structure when being fixed on a beam frame, so that the technical requirement on workers during construction is high, and the construction physical consumption is large; and after the traditional beam plate is damaged, the edge of the beam plate is fixed on the beam frame, so that the replacement is inconvenient.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a roof beam and board connected node structure and connection method of assembled skeleton panel building to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: beam and board connected node structure of assembled skeleton panel building, including the main joist, the lower part of main joist is provided with H fossil fragments, and the upper portion of main joist is provided with the buckle, the bottom surface of buckle is provided with the scute, the scute is pegged graft in butt joint groove, the butt joint groove is seted up at the limiting plate on the surface, the surface of limiting plate is provided with the connecting plate, the surface of connecting plate is provided with locking screw, and the surface of limiting plate is provided with the board of taking, the surface of taking the board is provided with the guide bar, the guide bar runs through the hidden beam board, and the top surface of buckle is provided with the sleeve, telescopic inside is pegged graft and is had.
Preferably, the buckle is a T-shaped frame structure, the buckle is located above the joint of the H keel and the main keel, the angle plates are of a square plate-shaped structure, the number of the angle plates is four, and the four angle plates are respectively arranged at four corners of the bottom end of the buckle.
Preferably, the surface of scute is provided with prevents moving back the tooth, prevent moving back the tooth cooperation and connect in the draw-in groove, the draw-in groove is seted up on the inner wall of butt joint groove, prevent moving back the tooth and be provided with two sets ofly, two sets ofly prevent moving back the tooth and regard to scute symmetric distribution, every group prevents moving back the tooth and is the upper and lower row distribution.
Preferably, the carrying plate is of an L-shaped plate structure, the guide rod is of a circular cylinder structure, the rubber ring is sleeved on the rod body of the guide rod, the rod body of the guide rod is connected with the locking cap in a threaded mode, and the locking cap is located above the hidden beam plate.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses the structure sets up rationally, and is functional strong, has following advantage:
1. the utility model provides a roof beam and board connected node structure of assembled skeleton panel building avoids the limiting plate whereabouts through preventing moving back the temporary fixation of tooth and draw-in groove after connecting limiting plate on the scute, then revolves to twist locking screw and fixes the limiting plate on the scute, and the board of taking on the limiting plate surface can support the hidden beam board this moment, avoids falling in the hidden beam board installation;
2. the utility model provides a beam and board connected node structure of fabricated framework panel building adds on the support board and sets up the guide bar and runs through the hidden beam board, avoids the hidden beam board to shift the dislocation when installing at the roof beam frame net gape, and is spacing to the hidden beam board through locking cap and guide bar connection, is convenient for the hidden beam board quick replacement after the damage;
3. the utility model provides a roof beam of assembled skeleton panel building and board connected node structure's connection method easy operation is convenient, and is not high to workman technical requirement, convenient to popularize and use.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
FIG. 3 is an enlarged view of the structure at B in FIG. 1;
figure 4 is the utility model discloses scute and limiting plate connection structure schematic diagram.
In the figure: the structure comprises a main keel 1, an H keel 2, a buckle plate 3, an angle plate 4, a limiting plate 5, a butt joint groove 6, anti-withdrawal teeth 7, a clamping groove 8, a connecting plate 9, a locking screw rod 10, a carrying plate 11, a guide rod 12, a rubber ring 13, a locking cap 14, a hidden beam plate 15, a sleeve 16 and a hanging rod 17.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 4, the present invention provides a technical solution: a beam-plate connection node structure of an assembly type skeleton plate building comprises a main keel 1, an H keel 2 is welded at the lower part of the main keel 1, a gusset plate 3 is arranged at the upper part of the main keel 1, an angle plate 4 is welded at the bottom surface of the gusset plate 3, the gusset plate 3 is of a T-shaped frame structure, the gusset plate 3 is positioned above the node of the H keel 2 and the main keel 1, the angle plate 4 is of a square plate structure, four angle plates 4 are respectively arranged at four corners at the bottom end of the gusset plate 3, the angle plate 4 is inserted in a butt joint groove 6, the butt joint groove 6 is arranged on the surface of a limiting plate 5, anti-withdrawal teeth 7 are arranged on the surface of the angle plate 4, the anti-withdrawal teeth 7 are connected in a clamping groove 8 in a matching manner, the clamping groove 8 is arranged on the inner wall of the butt joint groove 6, two sets of anti-withdrawal teeth 7 are arranged, the two sets of, the surface of the limiting plate 5 is welded with a connecting plate 9, the surface of the connecting plate 9 is screwed with a locking screw 10, the buckling plate 3 is installed at a node of the main keel 1 and the H keel 2, at the moment, four angle plates 4 on the bottom surface of the buckling plate 3 are enclosed around the node, then the limiting plate 5 is pushed from bottom to top, the angle plates 4 are inserted in the butt joint grooves 6, in the pushing process, the inner walls of the butt joint grooves 6 extrude the anti-receding teeth 7, after the pushing is stopped, the anti-receding teeth 7 are inserted in the clamping grooves 8, the limiting plate 5 is temporarily fixed on the angle plates 4 and cannot fall off, and then the locking screw 10 is screwed on the surface of the angle plates 4;
and the surface of the limit plate 5 is welded with a support plate 11, the surface of the support plate 11 is welded with a guide rod 12, the guide rod 12 penetrates through a hidden beam plate 15, the support plate 11 is in an L-shaped plate structure, the guide rod 12 is in a circular column structure, a rubber ring 13 is sleeved on the rod body of the guide rod 12, a locking cap 14 is screwed on the rod body of the guide rod 12, the locking cap 14 is positioned above the hidden beam plate 15, the hidden beam plate 15 is buckled in a net mouth formed by the main keel 1 and the H keel 2 from top to bottom, in the process, the guide rod 12 penetrates through a preformed hole on the surface of the hidden beam plate 15, after the hidden beam plate 15 is contacted with the support plate 11, the rubber ring 13 is extruded between the preformed hole and the guide rod 12, then the locking cap 14 is sleeved on the guide rod 12 and downwards, the bottom surface of the locking cap 14 is contacted with the hidden beam plate 15, for reinforcing connection by screwing, at the moment, the screwed part of the locking cap 14 and the guide rod 12, the laying of all the hidden beam plates 15 is completed by the method;
the top surface welding of buckle 3 has sleeve 16, and the inside grafting of sleeve 16 has jib 17, and grafting department welding reinforcement, at buckle 3's top surface welding sleeve 16, insert jib 17 welded fastening in sleeve 16, it can on superstructure to fix jib 17 at last.
The working principle is as follows: during actual construction, a plurality of main keels 1 and a plurality of H keels 2 are spliced into a grid shape in a cross-shaped manner, wherein the main keels 1 are positioned at the upper parts of the H keels 2, the contact surfaces of the main keels 1 and the H keels 2 are welded and reinforced, the spliced beam frame is hoisted to a support column body, a buckle plate 3 is installed at the nodes of the main keels 1 and the H keels 2, four angle plates 4 on the bottom surface of the buckle plate 3 are enclosed around the nodes, then a limiting plate 5 is pushed from bottom to top, the angle plates 4 are inserted into a butt joint groove 6, in the pushing process, anti-withdrawal teeth 7 are extruded on the inner wall of the butt joint groove 6, after pushing is stopped, the anti-withdrawal teeth 7 are inserted into a clamping groove 8, the limiting plate 5 is temporarily fixed on the angle plates 4 and cannot fall off, then a locking screw 10 is screwed on the surfaces of the angle plates 4 to firmly fix the limiting plate 5, a hidden beam plate 15 is buckled, in the process, the guide rod 12 penetrates through a preformed hole on the surface of the hidden beam plate 15, after the hidden beam plate 15 is contacted with the carrying plate 11, the rubber ring 13 is squeezed between the preformed hole and the guide rod 12, then the locking cap 14 is sleeved on the guide rod 12 and screwed downwards, the bottom surface of the locking cap 14 is contacted with the hidden beam plate 15, in order to reinforce connection, the threaded part of the locking cap 14 and the guide rod 12 can be welded and reinforced, all the hidden beam plates 15 can be laid by the method, the sleeve 16 is welded on the top surface of the carrying plate 3, the hanging rod 17 is inserted into the sleeve 16 and welded and fixed, and finally the hanging rod 17 is fixed on an upper structure.
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 (4)

1. Beam and board connected node structure of assembled skeleton panel building, including main joist (1), its characterized in that: the lower part of main joist (1) is provided with H fossil fragments (2), and the upper portion of main joist (1) is provided with buckle (3), the bottom surface of buckle (3) is provided with scute (4), scute (4) are pegged graft in butt joint groove (6), set up in limiting plate (5) to butt joint groove (6) on the surface, the surface of limiting plate (5) is provided with connecting plate (9), the surface of connecting plate (9) is provided with locking screw (10), and the surface of limiting plate (5) is provided with carries board (11), the surface of carrying board (11) is provided with guide bar (12), guide bar (12) run through hidden beam board (15), and the top surface of buckle (3) is provided with sleeve (16), the inside of sleeve (16) is pegged graft and is had jib (17).
2. The assembled skeleton panel building beam-to-panel connection node structure of claim 1, wherein: the buckling plate (3) is of a T-shaped frame structure, the buckling plate (3) is located above the joint of the H keel (2) and the main keel (1), the angle plate (4) is of a square plate-shaped structure, the number of the angle plates (4) is four, and the four angle plates (4) are respectively arranged at four corners of the bottom end of the buckling plate (3).
3. The assembled skeleton panel building beam-to-panel connection node structure of claim 1, wherein: the surface of scute (4) is provided with prevents moving back tooth (7), prevent moving back tooth (7) cooperation and connect in draw-in groove (8), draw-in groove (8) are seted up on the inner wall of butt joint groove (6), prevent moving back tooth (7) and be provided with two sets ofly, two sets ofly prevent moving back tooth (7) about scute (4) symmetric distribution, every group prevents moving back tooth (7) and is the upper and lower row distribution.
4. The assembled skeleton panel building beam-to-panel connection node structure of claim 1, wherein: the lapping plate (11) is of an L-shaped plate structure, the guide rod (12) is of a circular cylinder structure, a rubber ring (13) is sleeved on the rod body of the guide rod (12), a locking cap (14) is screwed on the rod body of the guide rod (12), and the locking cap (14) is located above the hidden beam plate (15).
CN202020017099.7U 2020-01-06 2020-01-06 Beam and plate connecting node structure of assembled framework plate building Expired - Fee Related CN211597087U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020017099.7U CN211597087U (en) 2020-01-06 2020-01-06 Beam and plate connecting node structure of assembled framework plate building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020017099.7U CN211597087U (en) 2020-01-06 2020-01-06 Beam and plate connecting node structure of assembled framework plate building

Publications (1)

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CN211597087U true CN211597087U (en) 2020-09-29

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CN202020017099.7U Expired - Fee Related CN211597087U (en) 2020-01-06 2020-01-06 Beam and plate connecting node structure of assembled framework plate building

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115045401A (en) * 2022-06-28 2022-09-13 苗钰婧 Connecting component for assembly type building convenient to install

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115045401A (en) * 2022-06-28 2022-09-13 苗钰婧 Connecting component for assembly type building convenient to install

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GR01 Patent grant
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TR01 Transfer of patent right

Effective date of registration: 20221117

Address after: Room 106, Building 10, Hengrong Plaza, No. 998, Renmin South Road, Yushan Town, Kunshan City, Suzhou City, Jiangsu Province 215300

Patentee after: Zhou Lijuan

Patentee after: Chen Xuefeng

Address before: 330224 No.56, Yanjia natural village, Yufeng village, Jiangxiang Town, Nanchang County, Nanchang City, Jiangxi Province

Patentee before: Yan Donghua

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20221229

Address after: No. 380, Bailu North Road, Yushan Town, Kunshan City, Suzhou City, Jiangsu Province 215300

Patentee after: Suzhou Zhutong Construction Development Co.,Ltd.

Address before: Room 106, Building 10, Hengrong Plaza, No. 998, Renmin South Road, Yushan Town, Kunshan City, Suzhou City, Jiangsu Province 215300

Patentee before: Zhou Lijuan

Patentee before: Chen Xuefeng

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200929

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