CN113062647B - Assembled steel construction wind-resistant shock attenuation building - Google Patents
Assembled steel construction wind-resistant shock attenuation building Download PDFInfo
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- CN113062647B CN113062647B CN202110311820.2A CN202110311820A CN113062647B CN 113062647 B CN113062647 B CN 113062647B CN 202110311820 A CN202110311820 A CN 202110311820A CN 113062647 B CN113062647 B CN 113062647B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 16
- 239000010959 steel Substances 0.000 title claims abstract description 16
- 230000035939 shock Effects 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title claims abstract description 9
- 238000013016 damping Methods 0.000 claims abstract description 19
- 238000010521 absorption reaction Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 5
- 230000008569 process Effects 0.000 abstract description 5
- 230000009471 action Effects 0.000 description 7
- 230000000694 effects Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 230000002153 concerted effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The utility model provides an assembled steel construction anti-wind shock attenuation building, includes support component and adapting unit, is connected through damping device between support component and the adapting unit, support component be the skeleton of building, adapting unit is used for connecting each support component, damping device produce the motion of coordinating that shakes when can preventing between support component and the adapting unit mutual vibrations, and can reduce vibrations to more effectual protection connected node. The damping device can effectively reduce the vibration problem between the assembled building components, can prevent the dislocation and vibration coordination motion between the connecting components in the use process, effectively protects the connecting nodes, prolongs the service life of the building, has wide use range and is suitable for popularization and application.
Description
Technical Field
The invention belongs to the field of wind-resistant and shock-absorbing buildings, and particularly relates to an assembled steel structure wind-resistant and shock-absorbing building.
Background
Some construction sites can build steel structure assembled buildings near the construction site for convenient operation, but the conventional assembled building components are fixedly connected, so in the process of normal work, some equipment on the construction site moves to cause frequent vibration of the building, which leads to the fact that some assembled buildings can not be kept stable for a long time, and leads to the fact that some connecting nodes of the assembled buildings are damaged, thereby causing some potential safety hazards.
Disclosure of Invention
The invention provides an assembled steel structure wind-resistant and shock-absorbing building which is used for overcoming the defects in the prior art.
The invention is realized by the following technical scheme:
the utility model provides an assembled steel construction anti-wind shock attenuation building, includes support component and adapting unit, is connected through damping device between support component and the adapting unit, support component be the skeleton of building, adapting unit is used for connecting each support component, damping device produce the motion of coordinating that shakes when can preventing between support component and the adapting unit mutual vibrations, and can reduce vibrations to more effectual protection connected node.
The assembled steel structure wind-resistant shock-absorbing building comprises a support component, a connecting component and a damping device, wherein the support component is an upright post, the connecting component is a cross beam, the damping device comprises an upright post fixing block, the upright post fixing block is fixedly installed at the position, corresponding to the cross beam, of the side surface of the upright post, a first groove is formed in the side surface, corresponding to the cross beam, of the upright post fixing block, a plurality of support blocks are fixedly installed at the position, close to the opening, of the side surface of each first groove in the circumferential direction, a first through hole is formed in the position, corresponding to the cross beam, of the side surface of each support block, one end, close to the cross beam, of each first through hole is a conical surface, a circular plate is installed in each first groove in a matched mode, the circular plate is attached to the end surface of each support block, a connecting rod is arranged at the outer end of each support block, the position, corresponding to the conical surface, of the end surface of each connecting rod is in a circular table shape, the side surface of each connecting rod is matched with the conical surface, the end surface of each connecting rod is fixedly connected with the side surface of the circular plate through a first spring, and the first spring penetrates through hole, the tip side that the supporting shoe was kept away from to the connecting rod is the inclined plane, and the inclined plane is towards first recess center, the position department that the crossbeam corresponds the connecting rod sets up and accomodates the groove, accomodate inslot fixed mounting crossbeam fixed block, crossbeam fixed block outer end fixed mounting round platform, the inclined plane contact cooperation of round platform side and connecting rod, the first connecting rod of round platform outer end installation, first connecting rod terminal surface passes through second spring and plectane side fixed connection, loop through several third spring fixed connection between the connecting rod side, first bell groove is all seted up to the connecting rod medial surface, all cooperate the first toper piece of installation in the first bell groove, first toper piece passes through second connecting rod and round platform terminal surface fixed connection.
The assembled steel structure wind-resistant shock-absorbing building comprises a vertical pile, a connecting part and a shock-absorbing device, wherein the supporting part is a vertical pile, the connecting part is a wallboard, the shock-absorbing device comprises a vertical pile fixing plate, the side surface of the vertical pile is fixedly provided with the vertical pile fixing plate, the side surface of the vertical pile fixing plate is provided with a first rectangular groove corresponding to the position of the wallboard, the side surface of the first rectangular groove is close to an opening part and is fixedly provided with a support plate, the side surface of the support plate corresponding to the wallboard is provided with a rectangular through hole, the end surface of the rectangular through hole close to the wallboard is an inclined surface, a baffle is arranged in the rectangular groove in a matched mode, the side surface of the baffle is attached to the end surface of the support plate, the outer end of the support plate is provided with a connecting plate, the corner part of the connecting plate corresponding to the inclined surface is correspondingly provided with an inclined surface, the end surface of the connecting plate is fixedly connected with the baffle through a plurality of fourth springs, the fourth springs all pass through the rectangular through holes, the mutually close corners of the outer end of the connecting plate are inclined surfaces, the wallboard corresponding to the connecting plate are provided with second rectangular grooves, equal fixed mounting wallboard fixed plate in the second rectangle recess, wallboard fixed plate outer end fixed mounting terrace with edge, the terrace with edge inclined plane and the inclined plane of connecting plate mutually support, second taper groove is all seted up to the side that the connecting plate is relative, the cooperation of second taper inslot installation second toper piece, second toper piece passes through third connecting rod and terrace with edge fixed connection, the several fourth connecting rods of terrace with edge end-to-end mounting, the fourth connecting rod terminal surface passes through fifth spring and baffle side fixed connection, through several sixth spring fixed connection between the connecting plate.
According to the assembly type steel structure wind-resistant and shock-absorbing building, the first connecting rod is connected with the end face of the circular truncated cone through the threads.
According to the fabricated steel structure wind-resistant and shock-absorbing building, the fourth connecting rod is connected with the end face of the frustum pyramid through threads.
The invention has the advantages that: the damping device can effectively reduce the vibration problem between the assembled building components, can prevent the dislocation and vibration coordination motion between the connecting components in the use process, effectively protects the connecting nodes, prolongs the service life of the building, has wide use range and is suitable for popularization and application.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are 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 first embodiment of the present invention; FIG. 2 is a top view of FIG. 1; FIG. 3 is an enlarged view taken at point I of FIG. 2; FIG. 4 is a perspective view of the first embodiment; FIG. 5 is a second embodiment of the present invention; FIG. 6 is a top view of FIG. 5; FIG. 7 is an enlarged view taken at point II of FIG. 6; fig. 8 is a perspective view of the second embodiment.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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 some, but not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without inventive step based on the embodiments of the present invention, are within the scope of protection of the present invention.
The utility model provides an assembled steel construction anti-wind shock attenuation building, as shown in the figure, includes support component and adapting unit, is connected through damping device between support component and the adapting unit, support component be the skeleton of building, adapting unit is used for connecting each support component, damping device produce the motion of coordinating that shakes when can preventing between support component and the adapting unit mutual vibrations, and can reduce vibrations to more effectual protection connected node. The damping device can effectively reduce the vibration problem between the assembled building components, can prevent the dislocation and vibration coordination motion between the connecting components in the use process, effectively protects the connecting nodes, prolongs the service life of the building, has wide use range and is suitable for popularization and application.
Specifically, as shown in fig. 3, the supporting component described in this embodiment is an upright 1, the connecting component is a cross beam 2, the damping device includes an upright fixing block 3, the upright fixing block 3 is fixedly mounted at a position of a side surface of the upright 1 corresponding to the cross beam 2, a first groove 4 is formed at a side surface of the upright fixing block 3 corresponding to the cross beam 2, a plurality of supporting blocks 5 are fixedly mounted at a side surface of the first groove 4 close to the opening along the circumferential direction, first through holes 6 are formed at positions of the side surfaces of the supporting blocks 5 corresponding to the cross beam 2, one end of each first through hole 6 close to the cross beam 2 is a conical surface 7, circular plates 8 are cooperatively mounted in the first grooves 4, the circular plates 8 are attached to end surfaces of the supporting blocks 5, connecting rods 9 are disposed at outer ends of the supporting blocks 5, a position of an end surface of each connecting rod 9 corresponding to the conical surface 7 is a circular truncated cone, the circular truncated cone-shaped side surfaces of the connecting rods 9 are mutually matched with the conical surfaces 7, the end surfaces of the connecting rods 9 are fixedly connected to the circular plates 8 through first springs 10, first spring 10 passes corresponding first through-hole 6, the tip side that supporting shoe 5 was kept away from to connecting rod 9 is the inclined plane, and the inclined plane is towards first recess 4 center, crossbeam 2 is seted up in the position department that corresponds connecting rod 9 and is accomodate groove 11, accomodate fixed mounting crossbeam fixed block 12 in the groove 11, crossbeam fixed block 12 outer end fixed mounting round platform 19, round platform 19 side and the inclined plane contact cooperation of connecting rod 9, first connecting rod 13 is installed to round platform 19 outer end, first connecting rod 13 terminal surface passes through second spring 14 and 8 side fixed connection of plectane, loop through several third spring 15 fixed connection between the connecting rod 9 side, first bell groove 16 is all seted up to connecting rod 9 medial surface, all cooperate in the first bell groove 16 and install first toper piece 17, first toper piece 17 passes through second connecting rod 18 and 19 terminal surface fixed connection of round platform. When the upright post 1 and the cross beam 2 approach each other, the cross beam fixing block 12 presses the connecting rods 9, the connecting rods 9 are separated from each other under the action of the circular truncated cones 19, the third springs 15 are stretched, the first connecting rods 13 press the second springs 14 at the same time, the circular plates 8 are pushed to move towards the first grooves 4, when the connecting rods 9 are separated from each other, the connecting rods 9 are slowly moved out of the first through holes 6 under the action of the conical surfaces 7, so that the first springs 10 are stretched, the circular plates 8 have the tendency of moving out of the first grooves 4, because the second springs 14 push the circular plates 8 to have the tendency of moving in the first grooves 4, the acting forces between the first springs 10 and the second springs 14 are mutually counteracted, the circular plates 8 are stabilized in the first grooves 4, when the upright post 1 and the cross beam 2 are separated from each other, the cross beam fixing block 12 and the connecting rods 9 are separated from each other, under the action of the first conical block 17 and the first conical groove 16, the connecting rods 9 are separated from each other, at the moment, the third spring 15 is stretched, and meanwhile, the connecting rods 9 are slowly moved out of the first through holes 6, so that the first spring 10 is stretched, the first connecting rod 13 pulls the second spring 14, under the action of the supporting block 5 blocking the circular plate 8, the separation between the beam fixing block 12 and the upright post 1 can be effectively prevented, energy consumption and vibration can be effectively reduced, in the design, the third spring 15 is used as a first-stage damping, the second spring 14 is used as a second-stage damping, the first spring 10 is used as a third-stage damping to realize stable damping, in the vibration process, the first spring 10, the second spring 14 and the third spring 15 are mutually constrained to prevent the beam 2 from doing vibration coordination movement, and under the constraint action of the connecting rods 9, the radial movement of the beam 2 can be prevented, thereby effectively protecting the stability of the connection node and being not easy to damage.
Specifically, as shown in fig. 7, the supporting member in this embodiment is a vertical pile 20, the connecting member is a wall plate 21, the damping device includes a vertical pile fixing plate 22, the vertical pile fixing plate 22 is fixedly installed on a side surface of the vertical pile 20, a first rectangular groove 23 is formed in a position of the side surface of the vertical pile fixing plate 22 corresponding to the wall plate 21, a supporting plate 24 is fixed on a side surface of the first rectangular groove 23 near the opening, rectangular through holes 25 are formed in positions of the side surface of the supporting plate 24 corresponding to the wall plate 21, an inclined surface 26 is formed on an end surface of the rectangular through hole 25 near the wall plate 21, a baffle 27 is installed in the rectangular groove 23 in a matching manner, a side surface of the baffle 27 is attached to an end surface of the supporting plate 24, a connecting plate 28 is arranged at an outer end of the supporting plate 24, an inclined surface is formed at a corresponding corner of the inclined surface 26 of the connecting plate 28, an end surface of the connecting plate 28 is fixedly connected to the baffle 27 through a plurality of fourth springs 29, and the fourth springs 29 pass through the rectangular through holes 25, the mutual edge department that is close to in connecting plate 28 outer end is the inclined plane, second rectangle recess 30 is all seted up to wallboard 21 corresponding connecting plate 28's position department, equal fixed mounting wallboard fixed plate 31 in second rectangle recess 30, wallboard fixed plate 31 outer end fixed mounting terrace with edge 32, terrace with edge 32 inclined plane and connecting plate 28's inclined plane mutually support, second cone groove 38 is all seted up to the relative side of connecting plate 28, second cone block 33 is installed in the cooperation of second cone groove 38, second cone block 33 passes through third connecting rod 34 and terrace with edge 32 fixed connection, the several fourth connecting rods 35 of terrace with edge 32 end-to-end mounting, the fourth connecting rod 35 terminal surface passes through fifth spring 36 and baffle 27 side fixed connection, through several sixth spring 37 fixed connection between the connecting plate 28. When the wall plate 21 and the stud 20 approach each other, the ledge 32 pushes the connecting plates 28 to separate from each other, the fourth link 35 pushes the fifth spring 36 to compress, the baffle plate 27 moves into the rectangular groove 23, the connecting plates 28 separate from each other to stretch the sixth spring 37, the fourth spring 29 is stretched to move the baffle plate 27 out of the first rectangular groove 23, the baffle plate 27 is kept stable under the action of the fourth spring 29 and the fifth spring 36, when the wall plate 21 and the stud 20 separate from each other, the connecting plates 28 separate from each other under the action of the second wedge block 33 and the second wedge groove 38, the fourth spring 29, the fifth spring 36 and the sixth spring 37 are all in a stretched state, so that the separation between the wall plate 21 and the stud 20 is limited, a shock absorption effect can be effectively achieved, and the design is as a first stage of shock absorption through the sixth spring 37, fifth spring 36 is as the shock attenuation of second grade, and fourth spring 29 realizes stably slowing down vibrations as the third level damping, and interact between fourth spring 29, fifth spring 36 and the sixth spring 37, can prevent to be between wallboard 21 and the pile 20 the concerted movement that shakes, under the effect of connecting plate 28, can prevent to misplace each other between wallboard 21 and the pile 20, effectual protection tie point to make this device use more reliable and more stable.
Further, as shown in the figure, the first connecting rod 13 of the present embodiment is connected to the end surface of the circular truncated cone 19 through a screw. This design is through twisting first link 13 in the installation, can realize first link 13 tip and the distance between the side of plectane 8 to can adjust the length of second spring 14, can deal with the region of vibrations size difference, make this device adaptability more extensive.
Further, as shown in the drawings, the fourth link 35 of the present embodiment is connected to the end surface of the prism 32 by a screw. In the design, the length of the fifth spring 36 can be adjusted by screwing the fourth connecting rod 35, so that the vibration-resistant mechanism can be applied to areas with different vibration sizes, and the adaptability is wider.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions of the embodiments of the present invention.
Claims (4)
1. The utility model provides an assembled steel construction anti-wind shock attenuation building which characterized in that: the shock absorption device comprises a supporting part and a connecting part, the supporting part is connected with the connecting part through a shock absorption device, the supporting part is a framework of a building, the connecting part is used for connecting each supporting part, the shock absorption device can prevent vibration between the supporting part and the connecting part from generating vibration coordination movement and can reduce the vibration, so that connecting nodes are protected more effectively, the supporting part is a stand column (1), the connecting part is a cross beam (2), the shock absorption device comprises a stand column fixing block (3), the position of the side surface of the stand column (1) corresponding to the cross beam (2) is fixedly provided with a stand column fixing block (3), the side surface of the stand column fixing block (3) corresponding to the cross beam (2) is provided with a first groove (4), the side surface of the first groove (4) is close to an opening part and is fixedly provided with a plurality of supporting blocks (5) along the circumferential direction, and the position of the side surface of each supporting block (5) corresponding to the cross beam (2) is provided with a first through hole (6), one end of the first through hole (6) close to the cross beam (2) is a conical surface (7), a circular plate (8) is installed in the first groove (4) in a matched manner, the circular plate (8) is attached to the end face of the supporting block (5), the outer end of the supporting block (5) is provided with a connecting rod (9), the position of the end face of the connecting rod (9) corresponding to the conical surface (7) is in a circular truncated cone shape, the side face of the circular truncated cone shape of the connecting rod (9) is matched with the conical surface (7), the end face of the connecting rod (9) is fixedly connected with the side face of the circular plate (8) through a first spring (10), the first spring (10) penetrates through the corresponding first through hole (6), the side face of the end part, far away from the supporting block (5), of the connecting rod (9) is an inclined plane, the inclined plane faces the center of the first groove (4), the position of the cross beam (2) corresponding to the connecting rod (9) is provided with a containing groove (11), and a cross beam fixing block (12) is fixedly installed in the containing groove (11), crossbeam fixed block (12) outer end fixed mounting round platform (19), the inclined plane contact cooperation of round platform (19) side and connecting rod (9), first connecting rod (13) of round platform (19) outer end installation, first connecting rod (13) terminal surface passes through second spring (14) and plectane (8) side fixed connection, loop through several third spring (15) fixed connection between connecting rod (9) the side, first bell groove (16) are all seted up to connecting rod (9) medial surface, all cooperate in first bell groove (16) to install first toper piece (17), first toper piece (17) are through second connecting rod (18) and round platform (19) terminal surface fixed connection.
2. The assembly type steel structure wind-resistant and shock-absorbing building as claimed in claim 1, wherein: the supporting part is a vertical pile (20), the connecting part is a wallboard (21), the damping device comprises a vertical pile fixing plate (22), the vertical pile fixing plate (22) is fixedly installed on the side face of the vertical pile (20), a first rectangular groove (23) is formed in the position, corresponding to the wallboard (21), of the side face of the vertical pile fixing plate (22), a supporting plate (24) is fixed on the side face of the first rectangular groove (23) close to an opening, a rectangular through hole (25) is formed in the position, corresponding to the wallboard (21), of the side face of the supporting plate (24), the end face, close to the wallboard (21), of the rectangular through hole (25) is an inclined face (26), a baffle (27) is installed in the rectangular groove (23) in a matched mode, the side face of the baffle (27) is attached to the end face of the supporting plate (24), the outer end of the supporting plate (24) is provided with a connecting plate (28), the inclined face is formed in the position, corresponding to the inclined face (26) of the connecting plate (28), the end face of the connecting plate (28) is fixedly connected with the baffle (27) through a plurality of fourth springs (29), the fourth springs (29) penetrate through the rectangular through holes (25), the corners, close to each other, of the outer ends of the connecting plates (28) are inclined planes, second rectangular grooves (30) are formed in positions, corresponding to the connecting plates (28), of the wall plates (21), wall plate fixing plates (31) are fixedly installed in the second rectangular grooves (30), edge tables (32) are fixedly installed at the outer ends of the wall plate fixing plates (31), the inclined planes of the edge tables (32) are matched with the inclined planes of the connecting plates (28), second conical grooves (38) are formed in the opposite side faces of the connecting plates (28), second conical blocks (33) are installed in the second conical grooves (38) in a matched mode, the second conical blocks (33) are fixedly connected with the edge tables (32) through third connecting rods (34), a plurality of fourth connecting rods (35) are installed on the end faces of the edge tables (32), and the end faces of the fourth connecting rods (35) are fixedly connected with the side faces of the baffle plates (27) through fifth springs (36), the connecting plates (28) are fixedly connected through a plurality of sixth springs (37).
3. The assembly type steel structure wind-resistant and shock-absorbing building as claimed in claim 1, wherein: the first connecting rod (13) is connected with the end face of the circular truncated cone (19) through threads.
4. The assembled steel structure wind-resistant and shock-absorbing building as claimed in claim 2, wherein: the fourth connecting rod (35) is connected with the end face of the frustum pyramid (32) through threads.
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| CN202110311820.2A CN113062647B (en) | 2021-03-24 | 2021-03-24 | Assembled steel construction wind-resistant shock attenuation building |
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| CN202110311820.2A CN113062647B (en) | 2021-03-24 | 2021-03-24 | Assembled steel construction wind-resistant shock attenuation building |
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| CN113062647A CN113062647A (en) | 2021-07-02 |
| CN113062647B true CN113062647B (en) | 2022-07-29 |
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| ITTV20060011A1 (en) * | 2006-02-03 | 2007-08-04 | Permasteelisa Spa | PANEL STRUCTURE, PARTICULARLY FOR THE IMPLEMENTATION OF STRUCTURAL EXPLOSION-RESISTANT FACADES. |
| CN209779925U (en) * | 2019-03-22 | 2019-12-13 | 昌达钢结构有限公司 | Shock-absorbing and earthquake-resistant structure of fabricated building |
| CN212715645U (en) * | 2020-07-09 | 2021-03-16 | 安徽永固钢结构有限公司 | Anti-seismic steel beam structure |
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Effective date of registration: 20240717 Address after: 054000 South of Harmony Road East Section, Xinhe County, Xingtai City, Hebei Province Patentee after: Hebei Yaoheng Construction Engineering Co.,Ltd. Country or region after: China Address before: 510925 No. 166, Huan Shi Dong Road, Conghua District, Guangzhou, Guangdong. Patentee before: GUANGZHOU CITY CONSTRUCTION College Country or region before: China |
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