CN110847402A - Workshop steel construction takes precautions against earthquakes - Google Patents

Workshop steel construction takes precautions against earthquakes Download PDF

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Publication number
CN110847402A
CN110847402A CN201911096585.0A CN201911096585A CN110847402A CN 110847402 A CN110847402 A CN 110847402A CN 201911096585 A CN201911096585 A CN 201911096585A CN 110847402 A CN110847402 A CN 110847402A
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CN
China
Prior art keywords
shockproof
cross beam
factory building
column
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201911096585.0A
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Chinese (zh)
Inventor
郭翥
张瑨
黄梅爱
李娜
潘威
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Individual
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Individual
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Publication date
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Priority to CN201911096585.0A priority Critical patent/CN110847402A/en
Publication of CN110847402A publication Critical patent/CN110847402A/en
Withdrawn legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, 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
    • E04H9/024Structures with steel columns and beams

Abstract

The invention discloses a shockproof factory building steel structure, which belongs to the technical field of steel structures and comprises a roof support, a cross beam, a shockproof plate, a plurality of pillars and shockproof columns sleeved on the pillars; the top end of the shockproof column is fixedly connected with the pillar, two ends of the cross beam are respectively fixed on the pillar, and the roof support is fixedly arranged on the cross beam; two ends of the shockproof plate are respectively fixed on the shockproof columns, and the middle part of the shockproof plate is fixedly connected with the cross beam. According to the invention, the shockproof column is sleeved outside the strut, the strut is fixedly connected with the top end of the shockproof column, and the shockproof column can disperse partial force of the strut, so that the force received by the strut under the condition of strong shock is reduced, and the stability of a workshop is improved; the bottom of the cross beam is fixedly connected with a shockproof plate, two ends of the shockproof plate are respectively fixed on the top ends of the shockproof columns, the force borne by the cross beam can be dispersed to the shockproof columns, and the cross beam is prevented from being deformed due to overlarge stress in strong shock.

Description

Workshop steel construction takes precautions against earthquakes
Technical Field
The invention belongs to the technical field of steel structures, and particularly relates to a steel structure of a shockproof factory building.
Background
The plant is an environment-friendly economical movable plate house with a brand-new concept, wherein a steel structure is used as a framework, a sandwich plate is used as a containment material, space combination is carried out by using a standard modulus series, and members are connected by bolts; therefore, the steel structure bears heavy maintenance materials such as sandwich plates and the like in a factory building; at present, steel structure fittings have the characteristics of light dead weight and high strength, but the structure in the prior art has the following technical problems: the security performance is lower, and anti-seismic performance is relatively poor, and especially the power that bears at the crossbeam of the steel construction of factory building and pillar is the biggest, if can not fall the power dispersion that bears on crossbeam and the pillar when meeting with the earthquake, can simulate the phenomenon that the crossbeam warp easily, and the pillar collapses.
Disclosure of Invention
The invention aims to: in order to solve the problems, the invention provides a shockproof factory building steel structure which can disperse the force borne by a cross beam and a support column in a factory building under the condition of strong shock.
In order to achieve the purpose, the invention adopts the following technical scheme:
a shockproof factory building steel structure comprises a roof support, a cross beam, a shockproof plate, a plurality of struts and shockproof columns sleeved on the struts; the top end of the shockproof column is fixedly connected with the pillar, two ends of the cross beam are respectively fixed on the pillar, and the roof support is fixedly arranged on the cross beam; two ends of the shockproof plate are respectively fixed on the shockproof columns, and the middle part of the shockproof plate is fixedly connected with the cross beam.
Further, the top of post takes precautions against earthquakes is equipped with the through-hole that corresponds with the pillar, encircles the outside of through-hole and be equipped with respectively with spliced pole and screw hole, still is equipped with fixed orifices a on the spliced pole, fixed orifices a, screw hole all are equipped with the internal thread. The spliced pole sets up the horizontal position on shockproof capital end, locates the both sides of pillar respectively, and the both sides of pillar are located respectively to the screw hole setting in the vertical position on shockproof capital end, are located respectively to pillar, shockproof post, the board three that takes precautions against earthquakes between connect more firmly.
Furthermore, the support column is fixedly connected with the shockproof column through a right-angle steel plate.
Furthermore, connectors are arranged at two ends of the shockproof plate, the middle part of the shockproof plate is of an arc-shaped structure, and the arc top of the shockproof plate is fixedly connected with the cross beam.
Furthermore, the arc top of the shockproof plate is fixedly connected with the cross beam through bolts or a welding connection mode.
Furthermore, an opening is arranged on the connector, and fixing holes b corresponding to the fixing holes a are arranged on two sides of the opening. When the shockproof column is installed, the shockproof column is sleeved on a support column, the top end of the support column is exposed and provided with a shockproof column, a hole with an internal thread corresponding to a bolt is also arranged on the support column, a through hole for the bolt to pass through is preset on a right-angle steel plate, one end of the right-angle steel plate is fixed on the support column through a bolt, the other end of the right-angle steel plate is also fixed on the shockproof column through a bolt, the shockproof column is fixedly connected with the support column, then an opening on a connector of the shockproof plate is sleeved in the support column, a fixing hole b is aligned with a fixing hole a, the connector is fixedly connected with a connecting column through a bolt, the middle part of the shockproof plate is of an arc-shaped plate structure, the arc top part of the shockproof column is connected with a cross beam through a bolt or a welding mode, when a plant encounters strong earthquake or other factors cause strong shock, the shockproof column can bear part of, the part's that bears the crossbeam power is transferred to the post that takes precautions against earthquakes on, bears the power that crossbeam and stand bore through the post that takes precautions against earthquakes like this, reduces the power that bears whole factory building steel construction, prevents that the factory building from collapsing because of the macroseism.
Further, a first ground pile is arranged at the bottom end of the strut; and the tail end of the shockproof column is provided with a chassis, and the bottom of the chassis is provided with a plurality of second ground piles.
Further, the second ground piles are evenly distributed around the first ground piles. Have on the chassis and support and the dispersion effect to the pressure that the post bore takes precautions against earthquakes, first ground stake, second ground stake have very strong ground effect of grabbing, and wherein the second ground stake is around first ground stake setting, and it grabs ground effect better, has very strong supporting effect to the structure of whole factory building, increases the stability of factory building steel construction.
Furthermore, the first ground pile and the second ground pile are both conical structures.
Furthermore, a cross-shaped reinforcing beam is arranged between the roof support and the cross beam. The stiffening beam can play the effect of strengthening steel construction stability, disperses the power that the roof support bore to the crossbeam, then divides shockproof board through the crossbeam, disperses on the post that takes precautions against earthquakes at last.
The working principle of the invention is as follows:
establish the post of taking precautions against earthquakes through the cover at the pillar, the inside hollow structure that is of post of taking precautions against earthquakes, top and pillar fixed connection, can realize dispersing the post of taking precautions against earthquakes with some power that the pillar received on, simultaneously at crossbeam bottom fixedly connected with board of taking precautions against earthquakes, the both ends and the post fixed connection that take precautions against earthquakes of board, anti-shake the board also can share the crossbeam and bear partly power dispersion to the post of taking precautions against earthquakes on, make the power that crossbeam and pillar bore under the condition of macroseism reduce, prevent that the factory building from collapsing, improve the stability of factory building steel construction.
The invention has the beneficial effects that:
1. according to the invention, the shockproof column is sleeved outside the strut, the strut is fixedly connected with the top end of the shockproof column, and the shockproof column can disperse partial force of the strut, so that the force received by the strut under the condition of strong shock is reduced, and the stability of a workshop is improved.
2. In the invention, the bottom of the cross beam is fixedly connected with the shockproof plate, and two ends of the shockproof plate are respectively fixed on the top ends of the shockproof columns, so that the force borne by the cross beam can be dispersed to the shockproof columns, and the deformation of the cross beam caused by overlarge stress in strong shock can be prevented.
3. According to the invention, the chassis has supporting and dispersing effects on the pressure borne by the shockproof columns, the first ground pile and the second ground pile have strong ground grabbing effects, the second ground pile is arranged around the first ground pile, the ground grabbing effect is better, the structure of the whole workshop is strongly supported, and the stability of the steel structure of the workshop is improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view at A in FIG. 1;
FIG. 3 is a schematic view of the connection structure between the top of the shock post and the support post.
FIG. 4 is a schematic view of a shock absorbing plate structure.
In the figure: 1-second ground pile, 2-chassis, 3-first ground pile, 4-shockproof column, 5-pillar, 6-right angle steel plate, 7-shockproof plate, 8-reinforcing beam, 9-roof support, 10-beam, 11-connecting column, 12-connecting head, 13-bolt, 14-opening, 15-fixing hole b, 16-fixing hole a.
Detailed Description
The present invention is further illustrated by the following specific examples.
Example 1:
as shown in fig. 1, a steel structure of a quakeproof factory building comprises a roof support 9, a beam 10, a quakeproof plate 7, a plurality of pillars 5 and quakeproof columns 4 sleeved on the pillars 5; the top end of the shockproof column 4 is fixedly connected with the pillar 5, the two ends of the cross beam 10 are respectively fixed on the pillar 5, and the roof support 9 is fixedly arranged on the cross beam 10; two ends of the shockproof plate 7 are respectively fixed on the shockproof columns 4, and the middle part of the shockproof plate 7 is fixedly connected with the cross beam 10.
The working principle of the embodiment is as follows:
through establishing shockproof post 4 at the cover of pillar 5, 4 insides of shockproof post are hollow structure, top and pillar 5 fixed connection, can realize dispersing the partly shockproof post 4 of power that pillar 5 received on, simultaneously at crossbeam 10 bottom fixedly connected with board 7 that takes precautions against earthquakes, the both ends and the 4 fixed connection of shockproof post of board 7 take precautions against earthquakes, anti-board that shakes also can share partly power that crossbeam 10 bore and disperse on shockproof post 4, make crossbeam 10 and pillar 5 reduce under the condition of macroseism power of bearing, prevent that the factory building from collapsing, improve the stability of factory building steel construction.
Example 2:
as shown in fig. 1-4, a steel structure of a quakeproof factory building comprises a roof support 9, a beam 10, a quakeproof plate 7, a plurality of pillars 5 and quakeproof pillars 4 sleeved on the pillars 5; the top end of the shockproof column 4 is fixedly connected with the pillar 5, the two ends of the cross beam 10 are respectively fixed on the pillar 5, and the roof support 9 is fixedly arranged on the cross beam 10; two ends of the shockproof plate 7 are respectively fixed on the shockproof columns 4, and the middle part of the shockproof plate 7 is fixedly connected with the cross beam 10.
The top of post 4 takes precautions against earthquakes is equipped with the through-hole that corresponds with pillar 5, encircles the outside of through-hole and be equipped with respectively with spliced pole 11 and screw hole, still is equipped with fixed orifices a16 on the spliced pole 11, and fixed orifices a16, screw hole all are equipped with the internal thread. The connecting column 11 is arranged at the transverse position at the top end of the shockproof column 4 and is respectively arranged at two sides of the supporting column 5, the screw holes are arranged at the longitudinal position at the top end of the shockproof column 4 and are respectively arranged at two sides of the supporting column 5, and the supporting column 5, the shockproof column 4 and the shockproof plate 7 are connected more stably.
The support post 5 is fixedly connected with the shockproof column 4 through a right-angle steel plate 6.
The two ends of the shockproof plate 7 are provided with connectors 12, the middle part of the shockproof plate is of an arc structure, and the arc top of the shockproof plate is fixedly connected with the cross beam 10.
The arc top of the shockproof plate 7 is fixedly connected with the cross beam 10 in a bolt connection mode.
The connector 12 is provided with an opening 14, and fixing holes b15 corresponding to the fixing holes a16 are provided at both ends of the head. When the shock-proof plate is installed, the shock-proof column 4 is sleeved on the support column 5, the shock-proof column 4 is arranged at the exposed position of the top end of the support column 5, a hole with an internal thread corresponding to the bolt 13 is also arranged on the support column 5, a through hole for the bolt 13 to pass through is preset on the right-angle steel plate 6, one end of the right-angle steel plate 6 is fixed on the support column 5, the other end of the right-angle steel plate 6 is also fixed on the shock-proof column 4 through the bolt 13, the shock-proof column 4 and the support column 5 are fixedly connected, then the opening 14 on the connector 12 of the shock-proof plate 7 is sleeved in the support column 5, so that the fixed hole b15 is aligned with the fixed hole a16, the connector 12 and the connecting column 11 are fixedly connected through the bolt 13, the middle part of the shock-proof plate 7 is of an arc-shaped plate structure, the arc top part of which is connected with the cross beam 10 through the bolt 13 or a welding mode, when, simultaneously through the fixed connection of shockproof board 7 and crossbeam 10, on changeing the partial power that crossbeam 10 bore to shockproof post 4, bear the power that crossbeam 10 and stand bore through shockproof post 4 like this, reduce the power that bears to whole factory building steel construction, prevent that the factory building from collapsing because of the macroseism.
The bottom end of the pillar 5 is provided with a first ground pile 3; the tail end of the shockproof column 4 is provided with a chassis 2, and the bottom of the chassis 2 is provided with a plurality of second ground piles 1.
The second piles 1 are evenly distributed around the first pile 3. Have on the chassis 2 to the pressure support and the dispersion effect that 4 bear of post that takes precautions against earthquakes, first ground stake 3, second ground stake 1 have very strong ground effect of grabbing, and wherein second ground stake 1 encircles first ground stake 3 and sets up, and it grabs ground effect better, has very strong supporting effect to the structure of whole factory building, increases the stability of factory building steel construction.
The first ground pile 3 and the second ground pile 1 are both in a conical structure.
A cross-shaped reinforcing beam 8 is also arranged between the roof support 9 and the cross beam 10. The reinforcing beam 8 can play a role in reinforcing the stability of a steel structure, and disperses the force borne by the roof support 9 to the cross beam 10, then to the shockproof plate 7 through the cross beam 10, and finally to the shockproof column 4.
The working principle of this embodiment is the same as that of embodiment 1.

Claims (10)

1. The utility model provides a factory building steel construction takes precautions against earthquakes which characterized in that: comprises a roof support (9), a cross beam (10), a shockproof plate (7), a plurality of pillars (5) and shockproof columns (4) sleeved on the pillars (5); the top end of the shockproof column (4) is fixedly connected with the support column (5), two ends of the cross beam (10) are respectively fixed on the support column (5), and the roof support (9) is fixedly arranged on the cross beam (10); two ends of the shockproof plate (7) are respectively fixed on the shockproof columns (4), and the middle part of the shockproof plate (7) is fixedly connected with the cross beam (10).
2. The quakeproof factory building steel structure of claim 1, wherein: the top of post (4) takes precautions against earthquakes is equipped with the through-hole that corresponds with pillar (5), encircles the outside of through-hole and be equipped with respectively with spliced pole (11) and screw hole, still is equipped with fixed orifices a (16) on spliced pole (11), fixed orifices a (16), screw hole all are equipped with the internal thread.
3. The quakeproof factory building steel structure of claim 2, wherein: the support column (5) is fixedly connected with the shockproof column (4) through a right-angle steel plate (6).
4. The quakeproof factory building steel structure of claim 2, wherein: connectors (12) are arranged at two ends of the shockproof plate (7), the middle part of the shockproof plate is of an arc-shaped structure, and the arc top of the shockproof plate is fixedly connected with the cross beam (10).
5. The quakeproof factory building steel structure of claim 4, wherein: the arc top of the shockproof plate (7) is fixedly connected with the cross beam (10) through bolts (13) or a welding connection mode.
6. The quakeproof factory building steel structure of claim 4, wherein: an opening (14) is formed in the connector (12), and fixing holes b (15) corresponding to the fixing holes a (16) are formed in two sides of the opening.
7. The quakeproof factory building steel structure of claim 1, wherein: the bottom end of the strut (5) is provided with a first ground pile (3); the tail end of the shockproof column (4) is provided with a chassis (2), and the bottom of the chassis (2) is provided with a plurality of second ground piles (1).
8. The quakeproof factory building steel structure of claim 6, wherein: the second ground piles (1) are evenly distributed around the first ground piles (3).
9. The quakeproof factory building steel structure of claim 1, wherein: the first ground pile (3) and the second ground pile (1) are both in a conical structure.
10. The quakeproof factory building steel structure of claim 1, wherein: a cross-shaped reinforcing beam (8) is also arranged between the roof support (9) and the cross beam (10).
CN201911096585.0A 2019-11-11 2019-11-11 Workshop steel construction takes precautions against earthquakes Withdrawn CN110847402A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911096585.0A CN110847402A (en) 2019-11-11 2019-11-11 Workshop steel construction takes precautions against earthquakes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911096585.0A CN110847402A (en) 2019-11-11 2019-11-11 Workshop steel construction takes precautions against earthquakes

Publications (1)

Publication Number Publication Date
CN110847402A true CN110847402A (en) 2020-02-28

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CN201911096585.0A Withdrawn CN110847402A (en) 2019-11-11 2019-11-11 Workshop steel construction takes precautions against earthquakes

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111894638A (en) * 2020-08-07 2020-11-06 无锡广兴东茂科技有限公司 Opening supporting steel structure for coal mine mining
CN112482844A (en) * 2020-12-21 2021-03-12 五河县俊宝钢结构有限公司 Workshop steel construction takes precautions against earthquakes

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111894638A (en) * 2020-08-07 2020-11-06 无锡广兴东茂科技有限公司 Opening supporting steel structure for coal mine mining
CN112482844A (en) * 2020-12-21 2021-03-12 五河县俊宝钢结构有限公司 Workshop steel construction takes precautions against earthquakes

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Application publication date: 20200228