CN212534551U - Hybrid frame structure system of rigid connection node - Google Patents

Hybrid frame structure system of rigid connection node Download PDF

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Publication number
CN212534551U
CN212534551U CN202021171612.4U CN202021171612U CN212534551U CN 212534551 U CN212534551 U CN 212534551U CN 202021171612 U CN202021171612 U CN 202021171612U CN 212534551 U CN212534551 U CN 212534551U
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steel
thin
concrete
node
precast
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CN202021171612.4U
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杨峰
俞锋波
劳红锋
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Ningbo Excellent Building Technology Co ltd
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Ningbo Excellent Building Technology Co ltd
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Abstract

A hybrid frame structure system of a rigid joint comprises a precast concrete superposed beam, a steel bearing plate composite floor and a thin-wall steel tube concrete composite column, wherein the precast concrete superposed beam comprises a precast beam and a cast-in-place part, beam negative bending moment steel bars are arranged in the cast-in-place part, the precast beam comprises main ribs and beam end bottom steel plates, the steel bearing plate composite floor comprises a steel bearing plate and reinforced concrete poured on the steel bearing plate, the thin-wall steel tube concrete composite column comprises thin-wall steel tubes, steel tube inner concrete and a joint U-shaped steel bracket, the thin-wall steel tubes are provided with reinforcing steel plates and through holes penetrating the negative bending moment steel bars at joints, and the bottoms of the joint U-shaped steel brackets are provided with groove-shaped through holes. The combined column has large bearing capacity, the precast beams can be hoisted simultaneously in multiple layers, the hogging moment steel bars of the beams in the node area directly penetrate through the nodes, and the lower beam end steel plates are connected in a back-up welding mode after floor construction is completed.

Description

Hybrid frame structure system of rigid connection node
Technical Field
The utility model relates to a structural system of building especially relates to a hybrid frame structure system of rigid connection node.
Background
The traditional multilayer steel frame structure system usually uses steel columns and steel beams as vertical and horizontal stress members, has the problems of high manufacturing cost, poor fire resistance and corrosion resistance, high later maintenance cost and the like, has high requirement on joint connection precision and slow hoisting speed, and has large steel pipe wall thickness and large steel consumption if the vertical members adopt steel pipe concrete combined columns. To the project that the layer height is little, the span is little and the load is little, generally adopt assembled reinforced concrete frame structure system, when post and floor adopted different reference numerals, construction process was complicated and difficult, and consequently the post cross-section is big, and the roof beam can only hoist and mount the construction layer by layer, and the progress is slow, and the cost is higher, and the easy collision of beam column node reinforcing bar simultaneously is under construction inconveniently. A rigid-connection combined frame structure system which has large bearing capacity of a combined column, can hoist a plurality of layers of precast beams simultaneously, has a node area beam hogging moment reinforcing steel bar directly penetrating through a node and has convenient lower part welding is not reported.
Disclosure of Invention
The utility model aims to solve the technical problem that overcome above-mentioned prior art not enough, provide a combination post bearing capacity big, but the multilayer of precast beam hoist and mount simultaneously, node district roof beam hogging moment reinforcing bar directly runs through the node, the convenient rigid connection linked mixed frame structure system of lower part welding.
The utility model provides a hybrid frame structure system of rigid joint, including precast concrete composite beam, steel bearing plate composite floor and thin wall steel pipe concrete composite column, precast concrete composite beam includes precast beam and cast-in-place part, be equipped with roof beam hogging moment reinforcing bar in the cast-in-place part, precast beam is prestressing force precast beam or non-prestressing force precast beam, precast beam includes main muscle and beam-ends end bottom steel sheet, beam-ends bottom steel sheet with main muscle tip welding connection, steel bearing plate composite floor includes the steel bearing plate and pours the reinforced concrete on the steel bearing plate, the steel bearing plate is steel bar truss floor bearing plate or closed floor bearing plate, the steel bearing plate shelves are in precast beam upper portion both sides, thin wall steel pipe concrete composite column includes thin wall steel pipe, steel pipe inner concrete and node U shaped steel bracket, thin wall steel pipe is equipped with the reinforcing steel sheet and the through-hole of passing the hogging moment reinforcing bar at the node, the negative bending moment steel bar penetrates through the through hole and extends into the precast concrete superposed beam for a certain length, the reinforcing steel plate is welded on the periphery of the through hole, a groove-shaped through hole is formed in the bottom of the node U-shaped steel bracket, the node U-shaped steel bracket is welded on the outer wall of the thin-wall steel pipe, the precast beam is placed on the node U-shaped steel bracket, and the node U-shaped steel bracket is welded and connected with the beam end bottom steel plate through the groove-shaped through hole.
According to the utility model provides a pair of rigid connection node's mixed frame structure system still has following subsidiary technical characteristic:
the thin-wall steel pipe is formed by welding and combining a plurality of high-strength thin steel plates after cold roll forming, the strength of the thin-wall steel pipe is more than Q345, and the strength of concrete in the steel pipe is more than C50.
The node U-shaped steel bracket comprises a bottom plate, a web plate and an upper flange plate.
The lower side of the end part of the precast beam is in a slope shape, and the bottom of the end part of the precast beam is provided with a notch.
The thin-wall steel pipe is provided with an inner transverse partition plate and an outer transverse partition plate at a node, the inner transverse partition plate is provided with a concrete vent hole, and the bottoms of the adjacent node U-shaped steel corbels are connected through the outer transverse partition plate in a welding mode.
The web plate of the node U-shaped steel bracket is in a right-angle ladder shape with a large lower part and a small upper part.
The thin-walled steel pipe is welded with a certain number of shear nails within the U-shaped steel bracket wrapping range, and the shear nails extend out of the inner side and the outer side of the wall of the thin-walled steel pipe by a certain length.
The inner wall of the thin-wall steel pipe is welded with a tie nail or a wavy steel bar.
The thin-wall steel pipe is internally provided with braces, the braces are steel bars or angle bars and are arranged at certain intervals along the longitudinal direction of the thin-wall steel pipe.
The thin-wall steel pipe concrete combined column is formed by welding and combining a plurality of sections of thin-wall steel pipes, vertical ribs are welded in the thin-wall steel pipes, reinforcing steel bars are arranged at column joints of the vertical ribs, one ends of the reinforcing steel bars are welded to the vertical ribs, and the other ends of the reinforcing steel bars extend out of the ends of the vertical ribs by a certain length.
According to the utility model provides a pair of rigid connection node's mixed frame structure system compares with prior art and has following advantage:
1. realize multilayer precast beam hoist simultaneously, the construction progress is fast.
2. The combination column and the joint adopt high-strength concrete, so that the bearing capacity of the column is improved, and the section size of the column is reduced.
3. The beam column connection node has simple structure, convenient construction and reliable force transmission.
4. The thin-wall steel pipe concrete column uses less steel, saves the cost of various construction measures and reduces the manufacturing cost.
Drawings
Fig. 1 is an effect diagram of the rigid-connection hybrid frame structure system of the present invention.
Fig. 2 is the utility model discloses a beam column node schematic diagram.
Figure 3 is the utility model discloses beam column node cross-sectional view.
Fig. 4 is the utility model discloses beam column node top view.
Fig. 5 is a schematic view of the thin-walled steel tube composite column of the present invention.
Fig. 6 is the utility model discloses precast beam end schematic diagram.
Fig. 7 is a schematic view of the joint of the multi-section thin-wall steel pipe of the present invention.
Fig. 8 is the utility model discloses steel bar truss building carrier plate sketch map.
Fig. 9 is a schematic view of the closed floor support plate of the present invention.
Fig. 10 is a schematic cross-sectional view of the thin-wall steel pipe-concrete composite column of the present invention.
Fig. 11 is a schematic cross-sectional view of the thin-wall steel pipe-concrete composite column of the present invention.
Detailed Description
In order to facilitate understanding of the present invention, the present invention will be described more fully hereinafter with reference to the accompanying drawings. The preferred embodiments of the present invention are shown in the drawings. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
Referring to fig. 1 to 11, in an embodiment of a hybrid frame structure system of rigid-link joint provided by the present invention, the hybrid frame structure system includes a precast concrete composite beam 1, a steel deck composite floor slab 2 and a thin-walled steel tube concrete composite column 3, the precast concrete composite beam 1 includes a precast beam 11 and a cast-in-place portion 12, a beam hogging moment reinforcing steel bar 4 is disposed in the cast-in-place portion 12, the precast beam 11 is a prestressed precast beam or a non-prestressed precast beam, the precast beam 11 includes a main bar 111 and a beam end bottom steel plate 112, the beam end bottom steel plate 112 is welded to an end of the main bar 111, the steel deck composite floor slab 2 includes a steel deck 21 and a reinforced concrete 22 poured on the steel deck, the steel deck 21 is a steel bar truss floor deck 211 or a thin-walled floor deck 212, the steel deck 21 is laid on the precast beam 11, the steel tube concrete composite column 3 includes a steel tube 31, a steel tube, The steel tube inner concrete 32 and the node U-shaped steel bracket 33, the thin-walled steel tube 31 is provided with a reinforcing steel plate 311 and a through hole 312 for penetrating a negative bending moment steel bar at the node, the negative bending moment steel bar 4 penetrates the through hole 312 and extends into the precast concrete composite beam 1 for a certain length, the reinforcing steel plate 311 is welded on the periphery of the through hole 312, the bottom of the node U-shaped steel bracket 33 is provided with a groove-shaped through hole 331, the node U-shaped steel bracket 33 is welded on the outer wall of the thin-walled steel tube 31, the precast beam 11 is placed on the node U-shaped steel bracket 33, and the node U-shaped steel bracket 33 is welded and connected with the beam end bottom steel plate 112 through the groove-shaped through hole 331. The combined column has large bearing capacity, the precast beams can be hoisted simultaneously in multiple layers, the hogging moment steel bars of the beams in the node area directly penetrate through the nodes, and the lower beam end steel plates are connected in a back-up welding mode after floor construction is completed.
Referring to fig. 10 and 11, in an embodiment of the hybrid frame structure system of rigid-link nodes provided in the present invention, the thin-wall steel pipe 31 is formed by welding and combining a plurality of high-strength thin steel plates after being formed by cold bending, the strength of the thin-wall steel pipe 31 is above Q345, and the strength of the concrete 32 in the steel pipe is above C50. The thin-wall steel pipe formed by cold roll forming is convenient to process, automatic welding can be realized, and the cost performance of the material is greatly improved by the high-strength steel pipe and the high-strength concrete.
Referring to fig. 2 to 6, in an embodiment of the hybrid frame structure system of a rigid-joint according to the present invention, the joint U-shaped steel bracket 33 includes a bottom plate 331, a web 332, and an upper flange plate 333, the lower side of the end portion of the precast beam 11 is in a slope shape 113, the bottom of the end portion of the precast beam 11 is provided with a notch 114, the thin-walled steel tube 31 is provided with an inner diaphragm 313 and an outer diaphragm 314 at the joint, the inner diaphragm 313 is provided with a concrete vent, the bottom of the adjacent joint U-shaped steel bracket 33 is connected by the outer diaphragm 314 in a welding manner, and the web 332 of the joint U-shaped steel bracket 33 is in a right-angled ladder shape with a large bottom and a small top bottom. The lower side of the precast beam 11 is provided with a notch 113, so that the precast beam 11 is kept in the same plane with the U-shaped steel bracket 33 after placement, the precast beam 11 is in a slope shape, the distance of concrete pouring is reserved for the precast beam 11, the compactness and integrity of the concrete are improved, meanwhile, the post-poured concrete is poured and forms a concrete bracket with the shear nails 6, the node shear strength is further ensured, the U-shaped steel bracket 2 in a right-angle trapezoidal shape saves the steel consumption under the same load, the upper wing edge plate and the transverse partition plate which are mutually connected are beneficial to improving the shear strength, the transverse partition plate is beneficial to node load transmission, and the stress is simple and clear.
Referring to fig. 10 and 11, in the embodiment of the hybrid frame structure system of a rigid connection node provided in the present invention, a tie nail 316 or a corrugated steel bar 317 is welded to the inner wall of the thin-wall steel pipe 31, a shear nail 5 is welded to the thin-wall steel pipe 31 and the U-shaped steel bracket 33 within the wrapping range, the shear nail 5 extends out of a certain length of the inner and outer sides of the wall of the thin-wall steel pipe 31, a brace 318 is provided in the thin-wall steel pipe 31, and the brace 318 is a steel bar or an angle iron and is uniformly arranged along the thin-wall steel pipe at a certain distance in the longitudinal direction. The wavy reinforcing steel bars 317 are reinforcing steel bars formed by bending common reinforcing steel bars into wavy reinforcing steel bars, the drawknot nails 316 or the wavy reinforcing steel bars 317 and the brace 318 are arranged in the thin-wall steel pipe 31, the concrete constraint performance is good, formwork support and split bolt fixation can be avoided when concrete is poured, and the construction efficiency is greatly improved.
Referring to fig. 7, in an embodiment of the hybrid frame structure system of the rigid-connection node according to the present invention, the thin-wall steel pipe-concrete combined column 3 is formed by welding and combining a plurality of sections of the thin-wall steel pipe 31, a vertical rib 315 is welded in the thin-wall steel pipe 31, the vertical rib 315 is provided with a connecting reinforcement 319 at a column joint, one end of the connecting reinforcement 319 is welded to the vertical rib, and the other end of the connecting reinforcement 319 extends out of an end of the vertical rib by a certain length. The internal connecting reinforcing steel bars 319 and the external connecting reinforcing steel bars are welded along the butt joint of the thin-wall steel pipe 31, so that the integrity of the concrete is improved after the concrete is poured, and the mechanical property is good.
In the present invention, all the "certain amount, certain length and certain distance" refer to the length necessary for meeting the design requirement, that is, the length required for adapting to the connection and strength requirement, and the length is clear to those skilled in the art and can be set as required.

Claims (10)

1. A mixed frame structure system of rigid connection nodes comprises a prefabricated concrete superposed beam, a steel bearing plate composite floor slab and a thin-wall steel pipe concrete composite column, and is characterized in that: the precast concrete superposed beam comprises a precast beam and a cast-in-place part, beam negative moment steel bars are arranged in the cast-in-place part, the precast beam is a prestressed precast beam or a non-prestressed precast beam, the precast beam comprises main bars and beam end bottom steel plates, the beam end bottom steel plates are welded and connected with the end parts of the main bars, the steel bearing plate composite floor slab comprises a steel bearing plate and reinforced concrete poured on the steel bearing plate, the steel bearing plate is a steel bar truss floor bearing plate or a closed floor bearing plate, the steel bearing plates are placed on two sides of the upper part of the precast beam, the thin-walled steel tube concrete composite column comprises a thin-walled steel tube, steel tube inner concrete and a node U-shaped steel bracket, the thin-walled steel tube is provided with a reinforcing steel plate and a through hole penetrating the negative moment steel bars at a node, the negative moment steel bars penetrate through the through hole and extend into the precast concrete superposed beam for a certain length, and the, the bottom of the node U-shaped steel bracket is provided with a groove-shaped through hole, the node U-shaped steel bracket is welded on the outer wall of the thin-wall steel pipe, the precast beam is placed on the node U-shaped steel bracket, and the node U-shaped steel bracket is welded and connected with the beam end bottom steel plate through the groove-shaped through hole.
2. A hybrid frame structure system with rigid joints as in claim 1, wherein the thin-walled steel tubes are formed by welding and assembling a plurality of high-strength thin steel plates after cold-bending forming, the strength of the thin-walled steel tubes is above Q345, and the strength of the concrete in the steel tubes is above C50.
3. A rigid node hybrid frame structural system according to claim 1, wherein said node U-beam corbel comprises a bottom plate, a web plate and an upper flange plate.
4. A rigid-joint hybrid frame construction system according to claim 1, wherein the lower portion of the precast beam ends is sloped and the bottom of the precast beam ends are notched.
5. A hybrid frame structure system with rigid joints according to claim 1, wherein the thin-walled steel pipes are provided with inner diaphragm plates and outer diaphragm plates at the joints, the inner diaphragm plates are provided with concrete vent holes, and the bottoms of the U-shaped steel corbels adjacent to the joints are connected by welding through the outer diaphragm plates.
6. A hybrid frame construction system of rigid joints according to claim 1, wherein the webs of the U-section corbels of the joints are in the shape of right-angled ladders with a large lower part and a small upper part.
7. The hybrid frame structure system of a rigid-link joint according to claim 1, wherein a certain number of shear nails are welded to the thin-walled steel tube within the wrapping range of the U-shaped steel corbel, and the shear nails extend out of the inner side and the outer side of the wall of the thin-walled steel tube by a certain length.
8. A rigid node hybrid frame structure system as in claim 1, wherein said thin walled steel tube has tie nails or corrugated steel welded to its inner wall.
9. A rigid-joint hybrid frame structure system as recited in claim 1, wherein said thin walled steel tubes are provided with braces, said braces being steel bars or angle bars longitudinally spaced apart from said thin walled steel tubes.
10. A hybrid frame structure system with rigid joints according to claim 1, wherein the thin-walled steel tube-concrete composite columns are welded and combined by a plurality of sections of thin-walled steel tubes, vertical ribs are welded inside the thin-walled steel tubes, the vertical ribs are provided with connecting steel bars at column joints, one ends of the connecting steel bars are welded and connected to the vertical ribs, and the other ends of the connecting steel bars extend out of the ends of the vertical ribs by a certain length.
CN202021171612.4U 2020-06-22 2020-06-22 Hybrid frame structure system of rigid connection node Active CN212534551U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021171612.4U CN212534551U (en) 2020-06-22 2020-06-22 Hybrid frame structure system of rigid connection node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021171612.4U CN212534551U (en) 2020-06-22 2020-06-22 Hybrid frame structure system of rigid connection node

Publications (1)

Publication Number Publication Date
CN212534551U true CN212534551U (en) 2021-02-12

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021171612.4U Active CN212534551U (en) 2020-06-22 2020-06-22 Hybrid frame structure system of rigid connection node

Country Status (1)

Country Link
CN (1) CN212534551U (en)

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