CN218541035U - Assembled antidetonation power consumption connection structure - Google Patents

Abstract

The utility model discloses an assembled antidetonation power consumption joint construction, its main part mainly adopts the steel sheet, the circle steel cylinder, a spring, the otic placode, the pull rod, members such as connector, through pre-buried connecting piece, set up connecting device, add elastic potential energy for the spring that sets up in the device, thereby make whole structure can both possess power consumption shock-resistant ability in all directions, realized letting the assembly type structure post, the roof beam, the full mechanized construction of structures such as board realization, there is good bearing capacity when under the normal use condition, it is interim to possess the influence factor of external force at earthquake etc., can be in post roof beam junction, the beam slab junction, power consumption for the power that transmits on all directions, thereby reach higher anti-seismic performance, when there is the component to take place to damage simultaneously, still can change, or the building is demolishd, still cyclic utilization once more of component.

Description

Assembled antidetonation power consumption connection structure

Technical Field

The utility model relates to a civil engineering technical field particularly, relates to an assembled antidetonation power consumption connection structure.

Background

Along with the development of modern industry, the assembly type building is more and more widely applied in the building industry, and is a building assembled by prefabricated components, the building has high construction speed and low production cost, can save materials and reduce waste, is more environment-friendly, has high component mechanization degree and flexible design, but the connection structures of the components belong to rigid connection, adopts a hard resistance mode of 'strong nodes and weak components' to resist earthquake, has poor earthquake resistance and energy consumption capability, is seriously damaged after earthquake and cannot be replaced and repaired difficultly; in addition, for the existing assembly type building, all components cannot be mechanically installed, and the connecting parts of the components need to be connected in a post-pouring mode, so that the advantages of the assembly type building are reduced to a certain extent, and the construction speed is reduced. An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the above-mentioned technical problem among the correlation technique, the utility model provides an assembled antidetonation power consumption connection structure can overcome prior art's the aforesaid not enough.

In order to achieve the technical purpose, the technical scheme of the utility model is that:

an assembled antidetonation power consumption connection structure, includes beam column connection structure: the end part of the beam component is provided with a steel connector, the internal stressed steel bar of the beam component is welded with the steel connector, four corners of the steel connector are welded with a connecting steel plate respectively, the connecting steel plate is welded with a round steel cylinder respectively, a first steel connecting piece is sleeved outside the steel cylinder, a first steel plate is placed on the inner side of the first steel connecting piece, two sides of the first steel plate are welded with a first clamping plate, an inner steel cylinder is welded on the first steel plate, a first spring is sleeved outside the inner steel cylinder, an outer steel cylinder penetrates through the first spring, the outer steel cylinder is welded with the outer steel plate, the outer steel plate is fixed on the first steel connecting piece through bolts, one end of the first steel connecting piece is welded with a third steel plate, a second spring is placed between the third steel plate and the round steel cylinder, a second steel connecting piece is arranged on the column component, a second steel lug plate is welded on the second steel connecting piece, the steel lug is connected with a pull rod through a steel clamping pin, a third steel plate, a spring, a round steel cylinder, a third spring and a steel plate are placed in the pull rod, and the outer side of the second steel plate are fixed through a first nut.

Further, the inner steel cylinder, the spring and the outer steel cylinder are perpendicular to the steel plate and the outer steel plate.

Further, the diameter of the steel cylinder is larger than the diameters of the first spring and the second spring.

Furthermore, a screw rod is pre-embedded in the beam component, a steel plate five, a pre-embedded steel cylinder and a pre-embedded fixing piece penetrate through the screw rod, two sides of the lower steel plate are welded with a clamping plate two, the middle of the lower steel plate is welded with a steel plate four, the inner sides of the clamping plate two and the steel plate four are provided with the steel plate five, two sides of the steel plate five are welded with a clamping plate three, the steel plate five is welded with a spring four, the upper part of the steel plate four is welded with a steel plate seven, the steel plate seven is connected with one side of a hinge, the other side of the hinge is connected with the steel plate six, the steel plate six is fixedly connected with one end of the spring five, the other end of the spring five is fixedly connected with the steel plate four, and the prefabricated plate is fixed on the screw rod through a second nut.

The beneficial effects of the utility model are that: the connecting device is arranged by adopting components such as a steel plate, a round steel cylinder, a spring, an ear plate, a pull rod, a connecting head and the like, and through pre-embedded connecting pieces, elastic potential energy is added to the spring arranged in the device, so that the whole structure can have energy consumption and shock resistance in all directions, and the fully mechanical construction of the structures such as assembled building columns, beams and plates can be realized.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.

Fig. 1 is a schematic structural diagram of a beam-column connection structure of an assembled anti-seismic energy-consuming connection structure according to an embodiment of the present invention.

Fig. 2 is a schematic view of a cross-sectional structure 1-1 according to an embodiment of the present invention.

Fig. 3 is a schematic view of a beam-slab connection structure of an assembled anti-seismic energy-consuming connection structure according to an embodiment of the present invention.

Fig. 4 is a schematic connection diagram of the boundary beam and the beam plate of the fabricated earthquake-resistant energy-consuming connection structure according to the embodiment of the present invention.

In the figure: 1. the steel connecting head, 2, a beam component, 3, a stressed steel bar, 4, a connecting steel plate, 5, a steel cylinder, 6, a first steel connecting piece, 7, a first steel plate, 8, an inner steel cylinder, 9, a first spring, 10, an outer steel cylinder, 11, an outer steel plate, 12, a first clamping plate, 13, a bolt, 14, a column component, 15, a second steel connecting piece, 16, a steel lug plate, 17, a steel clamping pin, 18, a second steel plate, 19, a first nut, 20, a pull rod, 21, an embedded steel cylinder, 22, a third steel plate, 23, a second spring, 24, a third spring, 25, a screw rod, 26, a lower steel plate, 27, a second clamping plate, 28, a fourth steel plate, 29, a fourth spring, 30, a fifth steel plate, 31, a third clamping plate, 32, an embedded fixing piece, 33, a sixth steel plate, 34, a hinge, 35, a seventh steel plate, a fifth spring, 37, a second nut and a prefabricated plate.

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 those skilled in the art all belong to the protection scope of the present invention.

As shown in fig. 1-4, according to the embodiment of the present invention, an assembled anti-seismic and energy-consuming connecting structure comprises a beam-column connecting structure: the end portion of the beam component 2 is provided with a steel connector 1, a stressed steel bar 3 inside the beam component 2 is welded with the steel connector 1, four corners of the steel connector 1 are welded with connecting steel plates 4 respectively, the connecting steel plates 4 are welded with round steel cylinders 5 respectively, steel cylinders 5 are externally sleeved with steel connectors 6, steel plates 7 are placed on the inner sides of the steel connectors 6, two sides of the steel plates 7 are welded with clamping plates 12, inner steel cylinders 8 are welded on the steel plates 7, springs 9 are externally sleeved with the steel cylinders 8, outer steel cylinders 10 penetrate through the inner portions of the springs 9, the outer steel cylinders 10 are welded with the outer steel plates 11, the outer steel plates 11 are fixed on the steel connectors 6 through bolts 13, one ends of the steel connectors 6 are welded with steel plates three 22, springs two 23 are placed between the steel plates three 22 and the round steel cylinders 5, steel connectors two 15 are arranged on the column component 14, steel lug plates 16 are welded on the steel connectors 15, the steel lugs 16 are connected with pull rods 20 through steel clamping pins 17, the steel plates three springs 22, the pull rods 20 penetrate through the steel plates 23, the round steel cylinders 5, the steel plates 24, the steel plates 18 are fixed with the outer sides of the pull rods 19 through nuts 18.

In one embodiment of the present invention, the inner steel cylinder 8, the first spring 9 and the outer steel cylinder 10 are perpendicular to the first steel plate 7 and the outer steel plate 11.

In one embodiment of the present invention, the diameter of the steel cylinder 5 is larger than the diameters of the second spring 23 and the third spring 24.

In a specific embodiment of the utility model, interior steel drum 8, spring 9, outer steel drum 10 set up along roof beam direction, and its concrete quantity is looked the atress size and is confirmed, but each face is no less than 4 at least.

In an embodiment of the present invention, the steel connector 1 is pre-embedded when the beam member 2 is manufactured, and is firmly welded to the stressed steel bar 3.

In a specific embodiment of the present invention, the second steel connecting member 15 is embedded when the pillar member 14 is manufactured.

In a specific embodiment of the present invention, the second steel connecting member 15 has beam members 2 connected in several directions, so that a corresponding structure for connecting the beam members 2 is provided in the direction.

In a specific embodiment of the present invention, the diameter of the steel cylinder 5 is larger than the diameters of the second spring 23 and the third spring 24, and the steel cylinder 5 can compress the second spring 23 and the third spring 24.

In a specific embodiment of the present invention, the joint of the pull rod 20 and the steel bayonet 17 has a reliable measure for preventing the steel plate 22 from moving towards the steel bayonet 17, such as: and a gasket is arranged on the enlarged diameter.

In an embodiment of the present invention, a screw 25 is embedded in the beam member 2, a steel plate 26, a steel plate five 30, an embedded steel cylinder 21 and an embedded fixing member 32 are inserted into the screw 25, two sides of the lower steel plate 26 are welded with a second clamping plate 27, a middle welded steel plate four 28, the two clamping plates 27 and the steel plate four 28 are disposed inside the five steel plate 30, two sides of the five steel plate 30 are welded with a third clamping plate 31, the five steel plate 30 is welded with a fourth welding spring 29, the four steel plate 28 is welded with a seventh upper welding steel plate 35, the seventh steel plate 35 is connected with one side of the hinge 34, the other side of the hinge 34 is connected with the sixth steel plate 33, one end of the sixth steel plate 33 is fixedly connected with the fifth spring 36, the other end of the fifth spring is fixedly connected with the fourth steel plate 28, and the prefabricated plate 38 is fixed on the screw 25 through a second nut 37.

In a specific embodiment of the present invention, the spring four 29, the spring five 36, the screw 25, the embedded steel cylinder 21, and the fixing member 32 are set in specific numbers according to the length and the bearing capacity of the plates, and each support is not less than 4.

In an embodiment of the present invention, the beam-slab connection structure is formed by forming the beam member 2 in a shape having a protrusion on one side at the edge beam, and only one side of the six steel plates 33, the hinges 34, the seven steel plates 35, and the five springs 36 is required.

In one embodiment of the present invention, the elastic potential energy is applied to the first spring 9 to resist the force of the fabricated girder in the vertical and horizontal directions and to consume the external force from other factors such as earthquake.

In a specific embodiment of the present invention, the elastic potential energy is applied to the second spring 23 and the third spring 24 to resist the force of the beam-column connection structure in the left-right direction and to consume the external force from other factors such as earthquake.

In one embodiment of the present invention, the beam-slab connecting structure resists the force in the vertical and horizontal directions and the external force from other factors such as earthquake by applying elastic potential energy to the spring four 29 and the spring five 36.

In an embodiment of the present invention, the steel connector 1 is pre-embedded on the beam-column connection structure, the steel connector 1 is welded with the steel connecting plate 4, and the steel cylinder 5 is welded on the steel connecting plate 4, so as to transmit the pulling force and the pressure of the beam-column connection structure to the steel cylinder 5.

In an embodiment of the present invention, a bearing force in the up-down and left-right directions is provided for the beam member 2 by providing a first steel plate 7, a first clamping plate 12, a first inner steel cylinder 8, a first outer steel cylinder 10, a first spring 9, a first outer steel plate 11, a first steel connecting member 6, and a bolt 13.

For the convenience of understanding the above technical solutions of the present invention, the above technical solutions of the present invention are explained in detail through specific use modes below.

When specifically using, according to the utility model discloses:

a beam-column connecting structure is characterized in that a steel connecting piece 15 is embedded in advance when a column component 14 is manufactured, ear plates 16 are welded on the steel connecting piece 15, a box-shaped steel connecting head 1 is embedded in advance when a beam component 2 is manufactured, stress steel bars 3 in a beam are reliably connected with the steel connecting head 1 in a welding mode, a connecting steel plate 4 is welded at each of four corners of the steel connecting head 1, a steel cylinder 5 is welded, a steel plate three 22 and a steel connecting piece 6 are reliably welded when installation is ready, a bolt 13 is placed in the steel connecting piece 6 in advance, a spring two 23 and a spring three 24 are placed in the steel connecting piece 6, the steel connecting piece 6 is sleeved in the steel cylinder 5 after the installation, a steel plate one 7 is placed in the steel connecting piece 6, a clamping plate one 12, an inner steel cylinder 8, a spring one 9 and a spring one 9 are welded on two sides of the steel plate one 7, the outer steel cylinder 10 and an outer steel plate 11 are welded, the spring 9 is internally penetrated into the outer steel cylinder 10, the outer steel plate 11 presses down the spring one 9 through the adjusting bolt 13 to enable the spring one 9 to have elastic potential energy, the pull rod 20 penetrates through the steel plate three 22, the spring two 23, the steel cylinder 5, the spring three 24 and the steel plate two 18 to enable the pull rod 20 to be connected with the steel lug plate 16 through the steel bayonet lock 17, the spring two 23 and the spring three 24 to have elastic potential energy through adjusting the first nut 19, the spring one 9 presses down the steel plate one 7 and the steel plate one 7 presses down the steel connector 1, the arrangement of the inner steel cylinder 8 and the outer steel cylinder 10 can ensure that the spring one 9 does not displace when being stressed, force transmission is stable, the beam-column connecting structure applies force in the up-down, left-right and left-right directions, the force can meet the bearing capacity of the beam-column connecting structure, and the spring one 9 can contract and deform again when being subjected to the up-down, left and right forces generated by earthquake and the like, when the external force is removed, the first spring 9 is restored to the original shape, so that the effects of energy consumption and shock resistance are achieved; in the horizontal direction of the column-beam-column connecting structure, the first screw cap 19 is adjusted to enable the second steel plate 18 to press the third spring 24 and the third spring 24 to press the steel cylinder 5, the steel cylinder 5 presses the second spring 23, the second spring 23 is limited and restrained by the third steel plate 22, and the third steel plate 22 is limited and restrained by the pull rod 20, so that the second spring 23 and the third spring 24 can resist transverse pulling force, and meanwhile, the second spring 23 and the third spring 24 can contract and deform again when the left and right forces are generated under the conditions of earthquakes and the like, so that the energy-consuming and earthquake-resistant effects are achieved, meanwhile, the assembly type beam-column full-mechanical installation can be realized through the structure, and when a component is damaged, the component can be replaced.

(2) Beam-slab connection structure: when the beam member 2 is manufactured, a screw 25 is placed as a main member of a beam-slab connection structure, when a precast slab 38 is manufactured, a pre-buried steel cylinder 21 and a pre-buried fixing piece 32 are used as main stress members of the beam-slab connection structure, a steel plate four 28 is welded on a lower steel plate 26, a steel plate seven 35 is welded on the top of the steel plate four 28, the steel plate seven 35 is connected with a steel plate six 33 through a hinge 34, a spring five 36 is fixed on the steel plate four 28, the other end of the spring five 36 is fixed on the steel plate six 33, two clamping plates 27 are welded on two sides of the lower steel plate 26, three clamping plates 31 are welded on two sides of the steel plate five 30, the two clamping plates 27 are placed on the inner side of the steel plate four 28, the pre-buried steel cylinder 21 in the precast slab 38 is sleeved into the screw 25, the slab is pressed down against the steel plate six 33 through adjusting a second nut 37, the steel plate six 33 compresses the spring five 36, the steel plate six 33 to enable the steel plate 33 to be in a vertical state and press the steel plate five 30, the steel plate five 30 presses the spring four 29 downwards, the steel plate 26 is restrained by the screw rod 25 to not generate horizontal displacement, the prefabricated plate 38 is restrained not to generate upward displacement, elastic potential energy is added to the spring five 36 in the pressing process, the spring five 36 can contract and deform again when horizontal force is generated under the conditions of earthquakes and the like, the spring five 36 recovers the original shape when external force is removed, the spring four 29 has elastic potential energy in the vertical direction, the spring four 29 can contract and deform again when vertical force is generated under the conditions of earthquakes and the like, and the spring four 29 recovers the original shape when external force is removed, so that the energy-consuming and earthquake-resistant effect is achieved, meanwhile, the assembled beam-column fully-mechanical installation can be realized through the structure, and the assembled beam-column can be replaced when a component is damaged.

To sum up, with the help of the above technical scheme of the utility model, through adopting components such as steel sheet, a round steel section of thick bamboo, a spring, the otic placode, the pull rod, the connector, through pre-buried connecting piece, set up connecting device, add elastic potential energy for the spring that sets up in the device, thereby make whole structure can both possess the antidetonation ability of consuming energy in all directions, realized enabling the structure realization full mechanical construction such as assembled building post, roof beam, board, there is good bearing capacity when normal use condition, it is interim to possess the influence factor of external force at earthquake etc., can be at post roof beam junction, the roof beam slab junction, consume energy for the power that all directions were transmitted, thereby reach higher anti-seismic performance, when there is the component to take place to damage, still can change, or the building is demolishd, the component is cyclic utilization once more.

The above description is only for the preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (4)

1. The utility model provides an assembled antidetonation power consumption connection structure, including beam column connection structure, a serial communication port, roof beam component (2) tip sets up steel connector (1), roof beam component (2) inside atress reinforcing bar (3) and steel connector (1) welding, four angles of steel connector (1) weld with connecting steel plate (4) respectively, connecting steel plate (4) weld with circular steel cylinder (5) respectively, steel cylinder (5) overcoat steel connecting piece (6), steel sheet one (7) are placed to steel connecting piece (6) inboard, steel sheet one (7) both sides and cardboard one (12) welding, steel sheet one (7) go up welding inner steel drum (8), inner steel drum (8) overcoat spring one (9), wear outer steel drum (10) in the spring one (9), outer steel drum (10) and outer steel sheet (11) welding, outer steel sheet (11) are fixed in steel connecting piece one (6) through bolt (13), the one end and steel sheet three (22) welding, steel sheet three (22) and round steel cylinder (5) place between two round steel cylinder (5) spring (15) and draw on the steel connecting piece (16) through steel connecting piece (16), the pull rod (20) penetrates through the third steel plate (22), the second spring (23), the round steel cylinder (5), the third spring (24) and the second steel plate (18) in the inner portion, and the pull rod (20) is fixed to the outer side of the second steel plate (18) through the first nut (19).

2. The fabricated seismic-resistant and energy-dissipating connection according to claim 1, wherein the inner steel cylinder (8), the first spring (9), and the outer steel cylinder (10) are perpendicular to the first steel plate (7) and the outer steel plate (11).

3. An assembled earthquake-resistant energy-consuming connection construction according to claim 1, wherein the diameter of the steel cylinder (5) is larger than the diameters of the second spring (23) and the third spring (24).

4. The fabricated earthquake-resistant and energy-consuming connection structure as claimed in claim 1, wherein a screw rod (25) is embedded in the beam member (2), a lower steel plate (26), a fifth steel plate (30), an embedded steel cylinder (21) and embedded fasteners (32) penetrate through the screw rod (25), two sides of the lower steel plate (26) are welded with second clamping plates (27), a fourth steel plate (28) is welded in the middle, the fifth steel plate (30) and the fourth steel plate (28) are arranged on the inner sides of the second clamping plates (27), two sides of the fifth steel plate (30) are welded with third clamping plates (31), the fifth steel plate (30) is welded with the fourth springs (29), the seventh steel plate (35) is welded on the upper portions of the fourth steel plates (28), the seventh steel plate (35) is connected with one side of a hinge (34), the other side of the hinge (34) is connected with a sixth steel plate (33), one end of the fifth spring (36) is fixedly connected to the sixth steel plate (33), the other end of the fifth spring (36) is fixedly connected with the fourth steel plate (28), and the prefabricated plate (38) is fixed to the screw rod (25) through a second nut (37).

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