CN216689764U - Anti-seismic steel structure factory building framework - Google Patents
Anti-seismic steel structure factory building framework Download PDFInfo
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- CN216689764U CN216689764U CN202123343296.1U CN202123343296U CN216689764U CN 216689764 U CN216689764 U CN 216689764U CN 202123343296 U CN202123343296 U CN 202123343296U CN 216689764 U CN216689764 U CN 216689764U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000013016 damping Methods 0.000 claims abstract description 60
- 230000035939 shock Effects 0.000 claims abstract description 31
- 238000010521 absorption reaction Methods 0.000 claims abstract description 20
- 239000000872 buffer Substances 0.000 claims description 38
- 238000003780 insertion Methods 0.000 claims description 23
- 230000037431 insertion Effects 0.000 claims description 23
- 230000000712 assembly Effects 0.000 claims description 14
- 238000000429 assembly Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000006378 damage Effects 0.000 abstract description 16
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an anti-seismic steel structure factory building framework which comprises a base, a damping supporting structure and an anti-seismic roof structure, wherein the base is provided with a plurality of steel plates; the shock absorption supporting structure comprises a plurality of groups of shock absorption supporting components; the shock absorption support component comprises two shock absorption support pieces; the shock-absorbing support member includes a lower support column, an upper support column, and a plurality of shock-absorbing components. According to the utility model, by arranging the damping support structure, the damage of the house framework caused by an earthquake directly can be reduced, and the impact force on the house framework in the earthquake can be buffered; meanwhile, by utilizing the anti-seismic roof structure, the house collapse accident directly caused in the earthquake can be prevented, and the problem caused by the direct collapse of the house in the earthquake is effectively solved; combine simultaneously shock attenuation subassembly can directly alleviate the earthquake right shock attenuation support piece's damage utilizes damping spring, slows down the direct impact of cartridge pole to last support column, avoids producing great impact, right shock attenuation support piece causes the destruction.
Description
Technical Field
The utility model belongs to the technical field of steel structure house construction, and particularly relates to an anti-seismic steel structure factory building framework.
Background
At present, the manufacturing technology of the steel structure is advanced with times, and the steel structure factory building is widely applied to the field of industrial buildings due to the advantages of light weight, large strength, large span, short construction period and the like. However, the steel structure frame structure in the existing industrial factory building is complex, when an earthquake occurs, the industrial factory building with the rigid structure is broken due to the fact that the industrial factory building with the traditional steel structure is of a fixed rigid structure, the whole industrial factory building is collapsed, the anti-seismic effect is extremely poor, and normal operation of enterprise production is seriously influenced; in addition, the steel beams of the existing steel structure factory building are easy to bend under the pressure action of the roof and purlines above due to unreasonable design; the stand snap-on of steel construction factory building is on the ground, and when taking place the earthquake, the stand rocks at will along with the ground, and the steel construction factory building takes place to collapse easily, and the life and the property of giving people bring the threat.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide an earthquake-proof steel structure factory building framework aiming at the defects in the prior art, and the earthquake-proof steel structure factory building framework can lighten the damage of the earthquake to the factory building framework directly and buffer the impact force on the factory building framework in the earthquake by arranging the earthquake-proof supporting structure; meanwhile, by utilizing the anti-seismic roof structure, the house collapse accident directly caused in the earthquake can be prevented, and the problem caused by the direct collapse of the house in the earthquake is effectively solved; combine simultaneously shock attenuation subassembly can directly alleviate the earthquake right shock attenuation support piece's damage utilizes damping spring, slows down the direct impact of cartridge pole to last support column, avoids producing great impact, right shock attenuation support piece causes the destruction.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides an antidetonation shaped steel structure factory building skeleton which characterized in that: the earthquake-resistant roof structure comprises a base horizontally arranged on the ground, a shock-absorbing supporting structure vertically arranged on the base and an earthquake-resistant roof structure arranged at the top of the shock-absorbing supporting structure;
the shock absorption supporting structure comprises a plurality of groups of shock absorption supporting assemblies which are vertically arranged at the top of the base, and the plurality of groups of shock absorption supporting assemblies are uniformly distributed along the length direction of the base; the damping support assembly comprises two damping support pieces which are symmetrically arranged and are vertically arranged on the base, and the two damping support pieces are arranged along the width direction of the base;
the damping support is provided with a buffer component; the damping support comprises a lower supporting column vertically arranged on the base, an upper supporting column vertically arranged right above the lower supporting column, and a plurality of damping components arranged between the lower supporting column and the upper supporting column;
the damping assemblies are uniformly distributed along the circumferential direction of the lower supporting column, each damping assembly comprises an insertion rod vertically arranged at the top of the lower supporting column and a damping spring sleeved on the insertion rod, the bottom of the insertion rod is fixed at the top of the lower supporting column, the top of the insertion rod is inserted into the upper supporting column, and the damping spring is distributed on a rod section of the insertion rod between the lower supporting column and the upper supporting column;
the anti-seismic roof structure comprises a plurality of horizontal supporting rods which are uniformly arranged horizontally and a roof which covers the plurality of horizontal supporting rods, the plurality of horizontal supporting rods are uniformly distributed along the length direction of the base, and the number of the plurality of horizontal supporting rods is equal to that of the damping supporting components and corresponds to that of the damping supporting components one by one; and an auxiliary anti-seismic support component is arranged between the horizontal support rod and the roof.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: the base comprises two first bottom plates which are horizontally arranged and symmetrically distributed and two second bottom plates which are horizontally arranged and symmetrically distributed between the two first bottom plates, the two first bottom plates and the two second bottom plates are integrally formed, and the two first bottom plates and the two second bottom plates form a rectangular frame structure in a surrounding mode; the first bottom plate is arranged along the length direction of the rectangular frame structure, and the second bottom plate is arranged along the width direction of the rectangular frame structure.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: the lower supporting column is arranged on the first bottom plate, the bottom of the lower supporting column is detachably connected with the first bottom plate, a connecting plate is horizontally arranged at the bottom of the lower supporting column, a plurality of connecting pieces are arranged on the connecting plate, and the connecting pieces are evenly distributed along the circumferential direction of the connecting plate.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: the bottom of going up the support column is seted up and is supplied the cartridge groove of cartridge pole cartridge, the cartridge groove is followed the length direction of going up the support column is seted up.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: and a reinforcing rod is horizontally arranged between two adjacent upper supporting columns on one first bottom plate.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: the horizontal support rod is horizontally arranged at the top of the shock absorption support component, one end of the horizontal support rod is fixed at one end of the upper support column, and the other end of the horizontal support rod is fixed at the other end of the upper support column.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: supplementary antidetonation supporting component includes that two are crisscross lay horizontal support pole with auxiliary stay bar between the roof, auxiliary stay's one end is fixed on the horizontal support pole, auxiliary stay's the other end is fixed on the roof.
Foretell antidetonation shaped steel structure factory building skeleton, its characterized in that: the buffer assembly is arranged between the lower support column and the upper support column and comprises a buffer table horizontally arranged on the outer side surface of the upper support column and a buffer shell vertically arranged below the buffer table, and the buffer table is arranged along the circumferential direction of the upper support column; the buffer shell is sleeved on the multiple groups of shock absorption components, the outer sides of the shock absorption components are arranged on the lower supporting columns, and the shock absorption components are arranged between the upper supporting columns.
Compared with the prior art, the utility model has the following advantages:
1. according to the utility model, by arranging the buffer assembly, the situation that the effect of the plug rod or the damping spring is invalid due to the fact that the plug rod is rapidly inserted into the bottom of the plug groove in the earthquake process can be avoided, and meanwhile, the buffer assembly plays a role in buffer protection on the lower supporting column and the upper supporting column.
2. According to the utility model, by arranging the damping support structure, the damage of the house framework directly caused by an earthquake can be reduced, and the impact force on the house framework in the earthquake can be buffered; meanwhile, by utilizing the anti-seismic roof structure, the house collapse accident directly caused in the earthquake can be prevented, and the problem caused by the direct collapse of the house in the earthquake is effectively solved.
3. The utility model combines the damping assembly, can directly reduce the damage of the earthquake to the damping support member, and utilizes the damping spring to slow down the direct impact of the insertion rod to the upper support column, thereby avoiding the larger impact from damaging the damping support member.
4. The horizontal support rods and the auxiliary anti-seismic support component are used for supporting the roof in a combined mode, and the possibility of direct collapse of the roof is reduced when an earthquake occurs.
In conclusion, the damping support structure can reduce the damage of the house framework directly caused by an earthquake and buffer the impact force on the house framework in the earthquake; meanwhile, by utilizing the anti-seismic roof structure, the house collapse accident directly caused in the earthquake can be prevented, and the problem caused by the direct collapse of the house in the earthquake is effectively solved; combine simultaneously shock attenuation subassembly can directly alleviate the earthquake right shock attenuation support piece's damage utilizes damping spring, slows down the direct impact of cartridge pole to last support column, avoids producing great impact, right shock attenuation support piece causes the destruction.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic view of the connection between the lower support post, the upper support post and the shock assembly in accordance with the present invention.
Description of reference numerals:
1 — a first base plate; 2-a second base plate; 3-lower support columns;
4-upper support columns; 4-1-inserting groove; 5, connecting a plate;
6, connecting pieces; 7, inserting a rod; 8-damping spring;
9-a buffer table; 10-a reinforcing rod; 11-horizontal support bar;
12-a roof; 13-auxiliary support bar; 14-buffer shell.
Detailed Description
As shown in fig. 1 and 2, the present invention includes a base horizontally disposed on the ground, a shock-absorbing support structure vertically disposed on the base, and a seismic roof structure disposed on top of the shock-absorbing support structure;
the shock absorption supporting structure comprises a plurality of groups of shock absorption supporting assemblies which are vertically arranged at the top of the base, and the plurality of groups of shock absorption supporting assemblies are uniformly distributed along the length direction of the base; the damping support component comprises two damping support pieces which are symmetrically arranged and vertically arranged on the base, and the two damping support pieces are arranged along the width direction of the base;
the damping support is provided with a buffer component; the damping support comprises a lower support column 3 vertically arranged on the base, an upper support column 4 vertically arranged right above the lower support column 3, and a plurality of damping components arranged between the lower support column 3 and the upper support column 4;
the damping assemblies are uniformly distributed along the circumferential direction of the lower support column 3, each damping assembly comprises an insertion rod 7 vertically arranged at the top of the lower support column 3 and a damping spring 8 sleeved on the insertion rod 7, the bottom of the insertion rod 7 is fixed at the top of the lower support column 3, the top of the insertion rod 7 is inserted into the upper support column 4, and the damping spring 8 is distributed on a rod section of the insertion rod 7 between the lower support column 3 and the upper support column 4;
the anti-seismic roof structure comprises a plurality of horizontal support rods 11 which are all horizontally arranged and a roof 12 which covers the plurality of horizontal support rods 11, the plurality of horizontal support rods 11 are uniformly distributed along the length direction of the base, and the number of the plurality of horizontal support rods 11 is equal to that of the damping support assemblies and corresponds to that of the damping support assemblies one by one; an auxiliary anti-seismic support component is arranged between the horizontal support rod 11 and the roof 12.
During actual use, by arranging the buffer assembly, the situation that the effect of the plug-in rod 7 or the damping spring 8 is invalid due to the fact that the plug-in rod 7 is rapidly inserted into the bottom of the plug-in groove 4-1 in the earthquake process can be avoided, and meanwhile, the buffer protection effect is achieved on the lower supporting column 3 and the upper supporting column 4.
The damping support structure is arranged, so that damage to the factory building framework caused by an earthquake can be reduced, and impact force on the factory building framework in the earthquake can be buffered; meanwhile, by utilizing the anti-seismic roof structure, the house collapse accident directly caused in the earthquake can be prevented, and the problem caused by the direct collapse of the house in the earthquake is effectively solved.
In addition, combine the damper assembly, it is right to directly alleviate the earthquake damping support piece's damage utilizes damping spring 8, slows down the direct impact of cartridge pole 7 to last support column 4, avoids producing great impact, and is right damping support piece causes destruction.
Finally, the combined support of the roof 12 by the horizontal support rods 11 and the auxiliary anti-seismic support assemblies reduces the possibility of direct collapse of the roof 12 in case of an earthquake.
It should be noted that the bottom of the damping spring 8 is fixed on the top surface of the lower support column 3, and the top of the damping spring 8 is fixed on the bottom surface of the upper support column 4. All parts in this factory building skeleton all can adopt the steel construction to make.
As shown in fig. 1, in this embodiment, the base includes two first bottom plates 1 which are all horizontally arranged and symmetrically arranged and two second bottom plates 2 which are all horizontally arranged between the two first bottom plates 1 and symmetrically arranged, the two first bottom plates 1 and the two second bottom plates 2 are integrally formed, and the two first bottom plates 1 and the two second bottom plates 2 enclose a rectangular frame structure; the first bottom plate 1 is arranged along the length direction of the rectangular frame structure, and the second bottom plate 2 is arranged along the width direction of the rectangular frame structure.
In practical use, the base can be fixed on the ground through the fixing piece, and can also be directly placed on the ground. During earthquake, the shock absorption supporting structure and the anti-seismic roof structure can swing together with the base, so that the risk of collapse is reduced.
As shown in fig. 1, in this embodiment, the lower supporting pillars 3 are disposed on the first base plate 1, the bottoms of the lower supporting pillars 3 are detachably connected to the first base plate 1, a connecting plate 5 is horizontally disposed at the bottom of the lower supporting pillars 3, a plurality of connecting members 6 are disposed on the connecting plate 5, and the plurality of connecting members 6 are uniformly arranged along the circumferential direction of the connecting plate 5.
In practical use, the lower support column 3 is detachably connected with the first bottom plate 1 through a connecting piece 6, and the connecting piece 6 can be selected from bolts or screws. And the connecting plate 5 is provided with a connecting hole for mounting the connecting piece 6.
As shown in fig. 2, in this embodiment, an insertion groove 4-1 for inserting the insertion rod 7 is formed at the bottom of the upper support column 4, and the insertion groove 4-1 is formed along the length direction of the upper support column 4.
During the in-service use, when the earthquake takes place, lower support column 3 with go up support column 4 can swing along with whole factory building skeleton texture, cartridge rod 7 is through in cartridge groove 4-1 internalization, it is right to alleviate the earthquake damping support piece's damage, utilize the cover to establish simultaneously damping spring 8 on cartridge rod 7 slows down cartridge rod 7 is in the removal in cartridge groove 4-1 avoids producing great impact, and is right damping support piece causes the destruction. In order to ensure that the buffer table 9 buffers the insertion rod 7, the bottom surface of the buffer table 9 cannot be higher than the top of the insertion groove 4-1.
As shown in fig. 1, in the present embodiment, a reinforcing rod 10 is horizontally disposed between two adjacent upper supporting columns 4 on one first base plate 1.
In practical use, the reinforcing rods 10 are arranged to reinforce the support between the upper support columns 4 and prevent collapse accidents in the earthquake process.
As shown in fig. 1, in this embodiment, the horizontal support rod 11 is horizontally disposed on the top of the shock-absorbing support assembly, one end of the horizontal support rod 11 is fixed on the top of one of the upper support columns 4, and the other end of the horizontal support rod 11 is fixed on the top of the other of the upper support columns 4.
As shown in fig. 1, in this embodiment, the auxiliary anti-seismic support assembly includes two auxiliary support rods 13 that are arranged between the horizontal support rod 11 and the roof 12 in a staggered manner, one end of each auxiliary support rod 13 is fixed to the horizontal support rod 11, and the other end of each auxiliary support rod 13 is fixed to the roof 12.
In practical use, the auxiliary supporting rods 13 arranged in a staggered manner can be used for well supporting the horizontal supporting rods 11 and the roof 12, so that the possibility of direct collapse of the roof 12 in an earthquake is reduced.
As shown in fig. 1, the buffer assembly is arranged between the lower support column 3 and the upper support column 4, the buffer assembly comprises a buffer table 9 horizontally arranged on the outer side surface of the upper support column 4 and a buffer shell 14 vertically arranged below the buffer table 9, and the buffer table 9 is arranged along the circumferential direction of the upper support column 4; buffer shell 14 cover is established the multiunit the damper assembly outside and lay in lower support column 3 with go up between the support column 4.
During actual use, during earthquake, a plurality of groups of damping assemblies rock together with the factory building support, and under the action of the damping assemblies, the insertion rod 7 can be prevented from being directly inserted to the top of the insertion groove 4-1, so that large impact is avoided, and the damping support is prevented from being damaged. The lower part of the buffer shell 14 is fixedly connected with the lower support column 3, so that the buffer shell 14 can move along with the movement of the lower support column 3; the buffer shell 14 and the lower support column 3 can be fixed by welding or connected by additionally arranging a horizontal connecting rod.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (8)
1. The utility model provides an antidetonation shaped steel structure factory building skeleton which characterized in that: the earthquake-resistant roof structure comprises a base horizontally arranged on the ground, a shock-absorbing supporting structure vertically arranged on the base and an earthquake-resistant roof structure arranged at the top of the shock-absorbing supporting structure;
the shock absorption supporting structure comprises a plurality of groups of shock absorption supporting assemblies which are vertically arranged at the top of the base, and the plurality of groups of shock absorption supporting assemblies are uniformly distributed along the length direction of the base; the damping support component comprises two damping support pieces which are symmetrically arranged and vertically arranged on the base, and the two damping support pieces are arranged along the width direction of the base;
the damping support is provided with a buffer component; the shock absorption supporting piece comprises a lower supporting column (3) vertically arranged on the base, an upper supporting column (4) vertically arranged right above the lower supporting column (3), and a plurality of shock absorption components arranged between the lower supporting column (3) and the upper supporting column (4);
the damping assemblies are uniformly distributed along the circumferential direction of the lower supporting column (3), each damping assembly comprises an insertion rod (7) vertically arranged at the top of the lower supporting column (3) and a damping spring (8) sleeved on the insertion rod (7), the bottom of the insertion rod (7) is fixed at the top of the lower supporting column (3), the top of the insertion rod (7) is inserted into the upper supporting column (4), and the damping spring (8) is distributed on a rod section of the insertion rod (7) between the lower supporting column (3) and the upper supporting column (4);
the anti-seismic roof structure comprises a plurality of horizontal supporting rods (11) which are all horizontally arranged and a roof (12) which covers the plurality of horizontal supporting rods (11), the plurality of horizontal supporting rods (11) are uniformly distributed along the length direction of the base, and the number of the plurality of horizontal supporting rods (11) is equal to that of the damping supporting components and corresponds to that of the damping supporting components one by one; an auxiliary anti-seismic support component is arranged between the horizontal support rod (11) and the roof (12).
2. An earthquake-resistant steel structural factory building skeleton according to claim 1, characterized in that: the base comprises two first bottom plates (1) which are horizontally arranged and symmetrically distributed and two second bottom plates (2) which are horizontally arranged between the two first bottom plates (1) and symmetrically distributed, the two first bottom plates (1) and the two second bottom plates (2) are integrally formed, and the two first bottom plates (1) and the two second bottom plates (2) enclose a rectangular frame structure; the first bottom plate (1) is arranged along the length direction of the rectangular frame structure, and the second bottom plate (2) is arranged along the width direction of the rectangular frame structure.
3. An anti-seismic steel structure factory building skeleton according to claim 2, characterized in that: the lower support column (3) is arranged on the first bottom plate (1), the bottom of the lower support column (3) and the first bottom plate (1) are detachably connected, a connecting plate (5) is horizontally arranged at the bottom of the lower support column (3), a plurality of connecting pieces (6) are arranged on the connecting plate (5), and the connecting pieces (6) are uniformly distributed along the circumferential direction of the connecting plate (5).
4. An earthquake-resistant steel structural factory building skeleton according to claim 1, characterized in that: and a cartridge slot (4-1) for the cartridge rod (7) to be inserted is formed in the bottom of the upper support column (4), and the cartridge slot (4-1) is formed along the length direction of the upper support column (4).
5. An earthquake-resistant steel structural factory building skeleton according to claim 2, characterized in that: a reinforcing rod (10) is horizontally arranged between two adjacent upper supporting columns (4) on one first bottom plate (1).
6. An earthquake-resistant steel structural factory building skeleton according to claim 1, characterized in that: horizontal support bar (11) level is laid the top of shock attenuation supporting component, the one end of horizontal support bar (11) is fixed one go up the top of bracing column (4), the other end of horizontal support bar (11) is fixed another go up the top of bracing column (4).
7. An earthquake-resistant steel structural factory building skeleton according to claim 1, characterized in that: the auxiliary anti-seismic support assembly comprises two auxiliary support rods (13) which are arranged between the horizontal support rods (11) and the roof (12) in a staggered mode, one ends of the auxiliary support rods (13) are fixed to the horizontal support rods (11), and the other ends of the auxiliary support rods (13) are fixed to the roof (12).
8. An earthquake-resistant steel structural factory building skeleton according to claim 1, characterized in that: the buffer assembly is arranged between the lower support column (3) and the upper support column (4), the buffer assembly comprises a buffer table (9) horizontally arranged on the outer side surface of the upper support column (4) and a buffer shell (14) vertically arranged below the buffer table (9), and the buffer table (9) is arranged along the circumferential direction of the upper support column (4); buffer shell (14) cover is established the multiunit the damper assembly outside and lay in lower support column (3) with between upper support column (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123343296.1U CN216689764U (en) | 2021-12-28 | 2021-12-28 | Anti-seismic steel structure factory building framework |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123343296.1U CN216689764U (en) | 2021-12-28 | 2021-12-28 | Anti-seismic steel structure factory building framework |
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| CN216689764U true CN216689764U (en) | 2022-06-07 |
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| CN202123343296.1U Active CN216689764U (en) | 2021-12-28 | 2021-12-28 | Anti-seismic steel structure factory building framework |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776077A (en) * | 2022-06-14 | 2022-07-22 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Anti-explosion reinforcing method for assembled steel structure factory building |
-
2021
- 2021-12-28 CN CN202123343296.1U patent/CN216689764U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114776077A (en) * | 2022-06-14 | 2022-07-22 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Anti-explosion reinforcing method for assembled steel structure factory building |
| CN114776077B (en) * | 2022-06-14 | 2024-04-19 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Antiknock reinforcing method for assembled steel structure factory building |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A seismic resistant steel structure factory building skeleton Granted publication date: 20220607 Pledgee: Bank of China Limited Xi'an High tech Development Zone Sub branch Pledgor: Shaanxi Chuangtianji Industrial Development Co.,Ltd. Registration number: Y2024980010893 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |