CN113668697A - Fabricated steel structure building with good anti-seismic effect and assembling method thereof - Google Patents
Fabricated steel structure building with good anti-seismic effect and assembling method thereof Download PDFInfo
- Publication number
- CN113668697A CN113668697A CN202110937932.9A CN202110937932A CN113668697A CN 113668697 A CN113668697 A CN 113668697A CN 202110937932 A CN202110937932 A CN 202110937932A CN 113668697 A CN113668697 A CN 113668697A
- Authority
- CN
- China
- Prior art keywords
- wall
- building
- rod
- seismic
- connecting rod
- 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- Withdrawn
Links
Images
Classifications
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses an assembled steel structure building with good anti-seismic effect and an assembling method thereof, relating to the technical field of assembled steel structure buildings; the problem that the symmetry cannot be guaranteed and the anti-seismic effect is influenced when an anti-seismic mechanism in an anti-seismic assembly type steel structure is installed is solved; the fabricated steel structure building with good earthquake-resistant effect comprises a building framework, an X-shaped earthquake-resistant structure, an I-shaped earthquake-resistant structure and fastening bolts, wherein the X-shaped earthquake-resistant structure and the I-shaped earthquake-resistant structure are arranged on the outer wall of the periphery of the building framework through the fastening bolts; the assembling method of the assembled steel structure building with good anti-seismic effect comprises the following steps of selecting an X-shaped anti-seismic structure and an I-shaped anti-seismic structure according to the actual condition of a building framework. The X-shaped anti-seismic structure and the I-shaped anti-seismic structure can be detached, so that the X-shaped anti-seismic structure and the I-shaped anti-seismic structure are convenient to transport and carry, and meanwhile, the X-shaped anti-seismic structure or the I-shaped anti-seismic structure can be selected according to actual conditions, so that the anti-seismic capacity of the building framework is further improved.
Description
Technical Field
The invention relates to the technical field of assembled steel structures, in particular to an assembled steel structure building with a good anti-seismic effect and an assembling method thereof.
Background
It can be found from global earthquake disaster investigation that over 95% of human life and deaths are caused by damage or collapse of buildings, the earthquake of the buildings is prevented, the building of earthquake-resistant buildings which can withstand strong earthquake from engineering is the most direct and effective method for reducing earthquake disasters, the earthquake-resistant performance of the buildings is improved, and the method is one of the main measures for improving the comprehensive defense capability of cities.
Through retrieval, chinese patent application No. CN202010019150.2 discloses an earthquake-resistant steel structure fabricated building panel, including a building panel main body and connecting bars, the equidistant array of grooves in the building panel main body, the grooves are provided with reinforcing ribs, the two sides of the building panel main body are equally provided with a first connecting sleeve and a second connecting sleeve respectively, the connecting sleeves are in threaded connection with the connecting bars, the first connecting sleeve and the second connecting sleeve are respectively provided with a left-handed internal thread hole and a right-handed internal thread hole, and the left-handed external thread and the right-handed external thread are fixed with the left-handed internal thread hole and the right-handed internal thread hole in a threaded manner; the invention also provides an assembling method of the anti-seismic section steel structure assembled building plate, which comprises the following steps: s1: manufacturing a main body; s2: preparing accessories; s3: paying off on site; s4: installing an external corner keel; s5: installing a male and female corner fitting piece; s6: installing a flat joint strip; s7: installing a building plate main body; s8: and installing internal corners and internal corner fittings. The antidetonation mechanism of assembled steel construction collocation can't further decompose in the above-mentioned patent, and the antidetonation mechanism occupies great space, influences the transportation of assembled structure, can't guarantee the symmetry when installation antidetonation mechanism simultaneously, influences the antidetonation effect.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provides an assembly type steel structure building with good earthquake-resistant effect and an assembly method thereof.
In order to achieve the purpose, the invention adopts the following technical scheme:
an assembled steel structure building with good earthquake-resistant effect comprises a building framework, an X-shaped earthquake-resistant structure, an I-shaped earthquake-resistant structure and fastening bolts; the outer wall around the building framework is provided with an X-shaped anti-seismic structure and an I-shaped anti-seismic structure through fastening bolts; the building framework comprises a beam building, building supporting steel and a building underframe; the outer wall of the bottom end of the beam building is arranged on the outer wall of the top end of the building support steel; the outer wall of the top end of the building underframe is arranged on the outer wall of the bottom end of the building support steel.
Preferably: the X-shaped anti-seismic structure comprises a fixed supporting rod, an angle adjusting rod and a rotating disc; a circumferential groove is formed in the inner wall of one side of the fixed support rod; the outer wall of one side of the rotating disc is movably connected with the inner wall of one side of the circumferential groove; the inner wall of one side of the rotating disc is arranged on the outer wall of the periphery of the angle adjusting rod.
Preferably: a rotary handle is arranged on the outer wall of the top end of the rotary disc; the peripheral outer wall of the rotating handle is movably connected with the inner wall of one side of the fixed supporting rod.
Preferred for the present invention are: the outer walls of the two sides of the angle adjusting rod are movably connected with first driving rods; the inner wall of one side of the first driving rod is provided with a thread groove.
As a preferable aspect of the present invention: the inner wall of one side of the first driving rod is movably connected with a first telescopic rod; the outer walls of two sides of the fixed supporting rod are movably connected with a second driving rod; the inner wall of one side of the second driving rod is movably connected with a second telescopic rod; the outer walls of the periphery of the second telescopic rod and the first telescopic rod are provided with first external thread strips.
As a preferable aspect of the present invention: the outer walls of one sides of the second telescopic rod and the first telescopic rod are provided with frame connecting rods; a first pouring hole is formed in the inner wall of one side of the frame connecting rod; the outer walls of two sides of the frame connecting rod are provided with circular fixing columns; the inner wall of one side of the circular fixing column is provided with a first bolt hole.
Further: the I-shaped anti-seismic structure comprises a hollow connecting rod and a longitudinal adjusting connecting rod; the peripheral outer wall of the longitudinal adjusting connecting rod is movably connected with the inner wall of one side of the hollow connecting rod; and second external thread strips are arranged on the peripheral outer wall of the longitudinal adjusting connecting rod.
As a further scheme of the invention: the outer wall of the top end of the longitudinal adjusting connecting rod is movably connected with a first fixing block; a first rotating connecting rod is movably connected to the inner wall of one side of the first fixed block; the inner walls of two sides of the first rotating connecting rod are movably connected with a first moving rod.
As a further scheme of the invention: the outer wall of the bottom end of the hollow connecting rod is movably connected with a second fixing block; a second rotary connecting rod is movably connected to the inner wall of one side of the second fixed block; a second moving rod is movably connected with the inner wall of one side of the second rotating connecting rod; the outer walls of the two sides of the first moving rod and the second moving rod are respectively provided with an inclined connecting rod; a triangular fixing column is arranged on the outer wall of one side of the inclined connecting rod; a second bolt hole is formed in the inner wall of one side of the triangular fixing column; a second pouring hole is formed in the outer wall of the top end of the first fixing block; the peripheral outer walls of the first movable rod and the second movable rod are provided with third external thread strips; the inner walls of the second driving rod, the second rotating connecting rod and one side of the hollow connecting rod are provided with thread grooves.
An assembling method of an assembled steel structure building with good earthquake-resistant effect comprises the following steps:
s1: selecting an X-shaped anti-seismic structure and an I-shaped anti-seismic structure according to the actual condition of the building framework;
s2: assembling the split X-shaped anti-seismic structure and I-shaped anti-seismic structure;
s3: adjusting the sizes of the X-shaped anti-seismic structure and the I-shaped anti-seismic structure according to the size of the building framework, and installing the X-shaped anti-seismic structure and the I-shaped anti-seismic structure on the building framework through fastening bolts;
s4: and pouring concrete into the X-shaped anti-seismic structure and the I-shaped anti-seismic structure to fix the X-shaped anti-seismic structure and the I-shaped anti-seismic structure.
The invention has the beneficial effects that:
1. the X-shaped anti-seismic structure and the I-shaped anti-seismic structure can be detached, so that the X-shaped anti-seismic structure and the I-shaped anti-seismic structure are convenient to transport and carry, and meanwhile, the X-shaped anti-seismic structure or the I-shaped anti-seismic structure can be selected according to actual conditions, so that the anti-seismic capacity of the building framework is further improved.
2 first actuating lever in the X type anti-seismic structure, the second actuating lever can be demolishd, decompose X type anti-seismic structure into a plurality of widgets, convenient transportation, conveniently carry, the flexibility of improving the device, when using X type anti-seismic structure, at first according to building skeleton's size of a dimension, adjust the second actuating lever that is located diagonal department, the length of second telescopic link, make its size that accords with building skeleton, adopt fastening bolt to fix fixed support bar on building skeleton through first bolt hole, then rotatory handle, adjust the angle of angle regulation pole, make it accord with building skeleton's another diagonal, and through first actuating lever, its length is adjusted to first telescopic link, finally make circular fixed column on the frame connecting rod all fix on building skeleton.
3. The concrete is poured into the X-shaped anti-seismic structure through the first pouring hole, so that the X-shaped anti-seismic structure is fixed and cannot slide, the fixity of the device is improved, the anti-seismic element frame connecting rod on the anti-seismic structure has symmetry after being installed, the anti-seismic effect is improved, and meanwhile, the anti-seismic element frame connecting rod has attractiveness.
4. The hollow connecting rod, the second moving rod and the first moving rod in the I-shaped anti-seismic structure can be detached, so that the I-shaped anti-seismic structure is decomposed into a plurality of parts and is convenient to carry, when the I-shaped anti-seismic structure is used, the second moving rod is adjusted according to the length of a building framework to enable the triangular fixing columns to be located on the building underframe, the triangular fixing columns at the bottom are fixed on the building framework through the second bolt holes and fastening bolts, then the connecting rod is longitudinally adjusted according to the height of the building framework, and the triangular fixing columns at the upper portion are fixed on a beam building through the second bolt holes and the fastening bolts, so that the anti-seismic function of the building framework is achieved.
5. The vee concretions are poured into the I-shaped anti-seismic structure through the second pouring hole, the I-shaped anti-seismic structure is fixed in size and cannot slide, the anti-seismic effect is improved, each adjusting part in the I-shaped anti-seismic structure is in a sliding mode, a rotating mode does not exist, rolling friction in the adjusting mechanism is replaced by sliding friction, the friction force is improved, the stability of the device during installation is higher, meanwhile, the installed triangular fixing columns are symmetrical, and the anti-seismic effect is further improved.
Drawings
Fig. 1 is a schematic overall structural diagram of an assembled steel structure building with good earthquake resistance according to the embodiment;
fig. 2 is a schematic structural view of a fabricated steel structure building with good earthquake resistance according to the embodiment;
fig. 3 is a schematic diagram of an X-shaped earthquake-resistant structure of an assembled steel structure building with a good earthquake-resistant effect according to the embodiment;
fig. 4 is a schematic overall view of an assembled steel structure building with good earthquake-resistant effect according to the second embodiment;
fig. 5 is a schematic front view of an assembled steel structure building with good earthquake-proof effect according to the second embodiment;
fig. 6 is a schematic view of an i-shaped seismic structure of an assembled steel structure building with a good seismic effect according to the second embodiment.
In the figure: 1 building framework, 101 building beam, 102 building support steel, 103 building underframe, 2X type earthquake-proof structure, 201 fixed support rod, 202 angle adjusting rod, 203 rotating disc, 204 round fixed column, 205 first bolt hole, 206 first pouring hole, 207 first telescopic rod, 208 first drive rod, 209 second telescopic rod, 210 second drive rod, 211 circumferential groove, 212 rotating handle, 213 frame connecting rod, 214 first external thread strip, 3I-shaped earthquake-proof structure, 301 hollow connecting rod, 302 longitudinal adjusting connecting rod, 303 triangle fixed column, 304 second bolt hole, 305 first fixed block, 306 first rotating connecting rod, 307 first moving rod, 308 second pouring hole, 309 second fixed block, 310 second rotating connecting rod, 311 second moving rod, 312 second external thread strip, 313 third external thread strip, 314 inclined connecting rod and 4 fastening bolt.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
The first embodiment is as follows:
an assembled steel structure building with good earthquake-resistant effect is shown in figures 1 and 4 and comprises a building framework 1, an X-shaped earthquake-resistant structure 2, an I-shaped earthquake-resistant structure 3 and a fastening bolt 4; the outer wall of the periphery of the building framework 1 is fixedly connected with an X-shaped anti-seismic structure 2 and an I-shaped anti-seismic structure 3 through fastening bolts 4; the building framework 1 comprises a beam building 101, building supporting steel 102 and a building underframe 103; the outer wall of the bottom end of the beam building 101 is fixedly connected to the outer wall of the top end of the building support steel 102; the outer wall of the top end of the building underframe 103 is fixedly connected with the outer wall of the bottom end of the building support steel 102; the device can carry out the split with X type earthquake-resistant structure 2, I-shaped earthquake-resistant structure 3 to convenient transportation, portable can select to adopt X type earthquake-resistant structure 2 or I-shaped earthquake-resistant structure 3 according to actual conditions simultaneously, further improves the shock resistance of building skeleton 1.
In order to ensure the anti-seismic effect of the X-shaped anti-seismic structure 2, as shown in fig. 1 to 3, the X-shaped anti-seismic structure 2 includes a fixed support rod 201, an angle adjustment rod 202, and a rotating disc 203; a circumferential groove 211 is formed in the inner wall of one side of the fixed support rod 201; the outer wall of one side of the rotating disc 203 is rotatably connected with the inner wall of one side of the circumferential groove 211; the inner wall of one side of the rotating disc 203 is fixedly connected with the outer wall of the periphery of the angle adjusting rod 202; the outer wall of the top end of the rotating disc 203 is fixedly connected with a rotating handle 212; the peripheral outer wall of the rotating handle 212 is rotatably connected with the inner wall of one side of the fixed supporting rod 201; the outer walls of the two sides of the angle adjusting rod 202 are rotatably connected with a first driving rod 208; a thread groove is formed in the inner wall of one side of the first driving rod 208; a first telescopic rod 207 is connected to the inner wall of one side of the first driving rod 208 in a sliding manner; the outer walls of the two sides of the fixed supporting rod 201 are rotatably connected with a second driving rod 210; a second telescopic rod 209 is connected to the inner wall of one side of the second driving rod 210 in a sliding manner; the peripheral outer walls of the second telescopic rod 209 and the first telescopic rod 207 are provided with first external thread strips 214; the outer walls of one sides of the second telescopic rod 209 and the first telescopic rod 207 are fixedly connected with a frame connecting rod 213; a first pouring hole 206 is formed in the inner wall of one side of the frame connecting rod 213; the outer walls of the two sides of the frame connecting rod 213 are fixedly connected with circular fixing columns 204; a first bolt hole 205 is formed in the inner wall of one side of the circular fixing column 204; the first driving rod 208 and the second driving rod 210 in the X-type anti-seismic structure 2 can be detached, the X-type anti-seismic structure 2 is decomposed into a plurality of small parts, the transportation is convenient, the carrying is convenient, and the flexibility of the device is improved, when the X-type anti-seismic structure 2 is used, firstly, the lengths of the second driving rod 210 and the second telescopic rod 209 which are positioned at the diagonal positions are adjusted according to the size of the building framework 1 so as to enable the lengths to accord with the size of the building framework 1, the fixed supporting rod 201 is fixed on the building framework 1 through the first bolt hole 205 by adopting the fastening bolt 4, then the handle 212 is rotated and rotated, the angle of the angle adjusting rod 202 is adjusted so as to enable the angle adjusting rod to accord with the other diagonal line of the building framework 1, the lengths of the fixed column 204 on the frame connecting rod 213 are all fixed on the building framework 1 through the first driving rod 208 and the first telescopic rod 207, then, concrete is poured into the X-type anti-seismic structure 2 through the first pouring hole 206, the X-shaped anti-seismic structure 2 is fixed and does not slide, the fixity of the device is improved, and the anti-seismic element frame connecting rod 213 on the anti-seismic structure has symmetry after being installed, so that the anti-seismic effect is improved, and meanwhile, the appearance is attractive.
In the use of the present embodiment, the first driving rod 208 and the second driving rod 210 in the X-type anti-seismic structure 2 can be disassembled, the X-type anti-seismic structure 2 is decomposed into a plurality of small parts, which is convenient for transportation and carrying, and the flexibility of the device is improved, when the X-type anti-seismic structure 2 is used, firstly, according to the size of the building framework 1, the lengths of the second driving rod 210 and the second telescopic rod 209 located at the diagonal are adjusted to conform to the size of the building framework 1, the fixing support rod 201 is fixed on the building framework 1 by the fastening bolt 4 through the first bolt hole 205, then the rotating handle 212 is rotated to adjust the angle of the angle adjusting rod 202 to conform to the other diagonal of the building framework 1, and the length of the fixing rod is adjusted by the first driving rod 208 and the first telescopic rod 207, finally, the circular fixing column 204 on the frame connecting rod 213 is fixed on the building framework 1, and then concrete is poured into the X-shaped anti-seismic structure 2 through the first pouring hole 206, so that the X-shaped anti-seismic structure 2 is fixed and cannot slide, the fixing performance of the device is improved, and the anti-seismic element frame connecting rod 213 on the anti-seismic structure has symmetry after being installed, so that the anti-seismic effect is improved, and meanwhile, the appearance is attractive.
Example two:
in order to ensure the earthquake-proof effect of the I-shaped earthquake-proof structure 3, the present embodiment, as shown in fig. 4 to 6, adds the following to the first embodiment: the I-shaped anti-seismic structure 3 comprises a hollow connecting rod 301 and a longitudinal adjusting connecting rod 302; the peripheral outer wall of the longitudinal adjusting connecting rod 302 is connected with the inner wall of one side of the hollow connecting rod 301 in a sliding manner; the peripheral outer wall of the longitudinal adjusting connecting rod 302 is provided with a second external thread strip 312; the outer wall of the top end of the longitudinal adjusting connecting rod 302 is rotatably connected with a first fixing block 305; a first rotating connecting rod 306 is rotatably connected to the inner wall of one side of the first fixed block 305; the inner walls of both sides of the first rotating link 306 are slidably connected with a first moving rod 307.
In order to further ensure the anti-seismic effect of the i-shaped anti-seismic structure 3, as shown in fig. 4 to 6, a second fixing block 309 is rotatably connected to the outer wall of the bottom end of the hollow connecting rod 301; a second rotary connecting rod 310 is rotatably connected to the inner wall of one side of the second fixing block 309; a second moving rod 311 is connected to the inner wall of one side of the second rotating connecting rod 310 in a sliding manner; the outer walls of the two sides of the first moving rod 307 and the second moving rod 311 are fixedly connected with inclined connecting rods 314; the outer wall of one side of the inclined connecting rod 314 is fixedly connected with a triangular fixing column 303; a second bolt hole 304 is formed in the inner wall of one side of the triangular fixing column 303; a second pouring hole 308 is formed in the outer wall of the top end of the first fixing block 305; the peripheral outer walls of the first moving rod 307 and the second moving rod 311 are provided with third external thread strips 313; the inner walls of one sides of the second driving rod 210, the second rotating connecting rod 310 and the hollow connecting rod 301 are provided with thread grooves; the hollow connecting rod 301, the second moving rod 311 and the first moving rod 307 in the I-shaped anti-seismic structure 3 can be detached, so that the I-shaped anti-seismic structure 3 is decomposed into a plurality of parts and is convenient to carry, when the I-shaped anti-seismic structure 3 is used, the second moving rod 311 is adjusted according to the length of the building framework 1 to enable the triangular fixing column 303 to be positioned on the building underframe 103, the triangular fixing column 303 at the bottom is firstly fixed on the building framework 1 through the second bolt hole 304 and the fastening bolt 4, then the connecting rod 302 is adjusted longitudinally according to the height of the building framework 1, the triangular fixing column 303 at the upper part is fixed on the beam building 101 through the second bolt hole 304 and the fastening bolt 4 to realize the function of the building framework 1, and then the veal soil is poured into the I-shaped anti-seismic structure 3 through the second pouring hole 308 to enable the size of the I-shaped anti-seismic structure 3 to be fixed and not to slide, the anti-seismic effect is improved, each adjusting part in the I-shaped anti-seismic structure 3 is in a sliding mode, a rotating mode does not exist, rolling friction in the adjusting mechanism is replaced by sliding friction, the friction force is improved, the stability of the device during installation is higher, and meanwhile, the installed triangular fixing column 303 has symmetry, so that the anti-seismic effect is further improved.
In the embodiment, when the h-shaped earthquake-resistant structure 3 is used, the hollow connecting rod 301, the second moving rod 311 and the first moving rod 307 in the h-shaped earthquake-resistant structure 3 can be detached, so that the h-shaped earthquake-resistant structure 3 is decomposed into a plurality of parts, and the h-shaped earthquake-resistant structure is convenient to carry, when the h-shaped earthquake-resistant structure 3 is used, the second moving rod 311 is adjusted according to the length of the building framework 1, so that the triangular fixing column 303 is positioned on the building underframe 103, the triangular fixing column 303 at the bottom is firstly fixed on the building framework 1 through the second bolt hole 304 and the fastening bolt 4, then the connecting rod 302 is longitudinally adjusted according to the height of the building framework 1, the triangular fixing column 303 at the upper part is fixed on the cross beam building 101 through the second bolt hole 304 and the fastening bolt 4, so as to realize the earthquake-resistant function on the building framework 1, and then the veal soil is poured into the h-shaped earthquake-resistant structure 3 through the second pouring hole 308, so that the size of the h-shaped earthquake-resistant structure 3 is fixed, the anti-seismic device has the advantages that sliding cannot occur, the anti-seismic effect is improved, each adjusting part in the I-shaped anti-seismic structure 3 is in a sliding mode, a rotating mode does not exist, rolling friction in the adjusting mechanism is replaced by sliding friction, the friction force is improved, the stability of the device during installation is higher, meanwhile, the triangular fixing column 303 after installation has symmetry, and the anti-seismic effect is further improved.
Example three:
an assembling method of an assembled steel structure building with good earthquake-resistant effect comprises the following steps:
s1: selecting an X-shaped anti-seismic structure 2 and an I-shaped anti-seismic structure 3 according to the actual condition of the building framework 1;
s2: assembling the split X-shaped anti-seismic structure 2 and the I-shaped anti-seismic structure 3;
s3: adjusting the sizes of the X-shaped anti-seismic structure 2 and the I-shaped anti-seismic structure 3 according to the size of the building framework 1, and installing the X-shaped anti-seismic structure 2 and the I-shaped anti-seismic structure 3 on the building framework 1 through fastening bolts 4;
s4: and pouring concrete into the X-shaped anti-seismic structure 2 and the I-shaped anti-seismic structure 3 to fix the X-shaped anti-seismic structure 2 and the I-shaped anti-seismic structure 3.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (10)
1. An assembled steel structure building with good earthquake-resistant effect comprises a building framework (1), an X-shaped earthquake-resistant structure (2), an I-shaped earthquake-resistant structure (3) and fastening bolts (4), and is characterized in that the X-shaped earthquake-resistant structure (2) and the I-shaped earthquake-resistant structure (3) are arranged on the outer wall of the periphery of the building framework (1) through the fastening bolts (4); the building framework (1) comprises a beam building (101), building supporting steel (102) and a building underframe (103); the outer wall of the bottom end of the beam building (101) is arranged on the outer wall of the top end of the building support steel (102); the outer wall of the top end of the building underframe (103) is arranged on the outer wall of the bottom end of the building support steel (102).
2. The assembled steel structure building with good earthquake resistance according to claim 1, wherein the X-shaped earthquake-resistant structure (2) comprises a fixed support rod (201), an angle adjusting rod (202) and a rotating disc (203); a circumferential groove (211) is formed in the inner wall of one side of the fixed support rod (201); the outer wall of one side of the rotating disc (203) is movably connected with the inner wall of one side of the circumferential groove (211); the inner wall of one side of the rotating disc (203) is arranged on the peripheral outer wall of the angle adjusting rod (202).
3. The assembled steel structure building with good earthquake resistance according to claim 2, wherein the outer wall of the top end of the rotating disc (203) is provided with a rotating handle (212); the peripheral outer wall of the rotating handle (212) is movably connected with the inner wall of one side of the fixed supporting rod (201).
4. The assembled steel structure building with good earthquake resistance according to claim 3, wherein the outer walls of the two sides of the angle adjusting rod (202) are movably connected with a first driving rod (208); the inner wall of one side of the first driving rod (208) is provided with a thread groove.
5. The assembled steel structure building with good earthquake resistance according to claim 4, wherein a first telescopic rod (207) is movably connected to the inner wall of one side of the first driving rod (208); the outer walls of two sides of the fixed supporting rod (201) are movably connected with a second driving rod (210); a second telescopic rod (209) is movably connected with the inner wall of one side of the second driving rod (210); the outer walls of the periphery of the second telescopic rod (209) and the first telescopic rod (207) are provided with first external thread strips (214).
6. The assembled steel structure building with good earthquake resistance according to claim 5, wherein the outer walls of one sides of the second telescopic rod (209) and the first telescopic rod (207) are provided with frame connecting rods (213); a first pouring hole (206) is formed in the inner wall of one side of the frame connecting rod (213); the outer walls of two sides of the frame connecting rod (213) are provided with circular fixing columns (204); a first bolt hole (205) is formed in the inner wall of one side of the circular fixing column (204).
7. The assembled steel structure building with good earthquake resistance according to claim 6, wherein the I-shaped earthquake-resistant structure (3) comprises a hollow connecting rod (301), a longitudinal adjusting connecting rod (302); the peripheral outer wall of the longitudinal adjusting connecting rod (302) is movably connected with the inner wall of one side of the hollow connecting rod (301); and second external thread strips (312) are arranged on the peripheral outer wall of the longitudinal adjusting connecting rod (302).
8. The assembled steel structure building with good earthquake resistance according to claim 7, wherein the outer wall of the top end of the longitudinal adjusting connecting rod (302) is movably connected with a first fixing block (305); a first rotating connecting rod (306) is movably connected with the inner wall of one side of the first fixed block (305); the inner walls of two sides of the first rotating connecting rod (306) are movably connected with a first moving rod (307).
9. The assembled steel structure building with good earthquake resistance according to claim 8, wherein the outer wall of the bottom end of the hollow connecting rod (301) is movably connected with a second fixing block (309); a second rotating connecting rod (310) is movably connected to the inner wall of one side of the second fixing block (309); a second moving rod (311) is movably connected with the inner wall of one side of the second rotating connecting rod (310); the outer walls of the two sides of the first moving rod (307) and the second moving rod (311) are respectively provided with an inclined connecting rod (314); a triangular fixing column (303) is arranged on the outer wall of one side of the inclined connecting rod (314); a second bolt hole (304) is formed in the inner wall of one side of the triangular fixing column (303); a second pouring hole (308) is formed in the outer wall of the top end of the first fixing block (305); the peripheral outer walls of the first movable rod (307) and the second movable rod (311) are provided with third external thread strips (313); the inner walls of one side of the second driving rod (210), the second rotating connecting rod (310) and the hollow connecting rod (301) are provided with thread grooves.
10. An assembling method of an assembled steel structural building with a good earthquake resistance according to any one of claims 1 to 9, comprising the steps of:
s1: selecting an X-shaped anti-seismic structure (2) and an I-shaped anti-seismic structure (3) according to the actual condition of the building framework (1);
s2: assembling the split X-shaped anti-seismic structure (2) and the I-shaped anti-seismic structure (3);
s3: adjusting the sizes of the X-shaped anti-seismic structure (2) and the I-shaped anti-seismic structure (3) according to the size of the building framework (1), and installing the X-shaped anti-seismic structure (2) and the I-shaped anti-seismic structure (3) on the building framework (1) through fastening bolts (4);
s4: and pouring concrete into the X-shaped anti-seismic structure (2) and the I-shaped anti-seismic structure (3) to complete the fixation of the X-shaped anti-seismic structure (2) and the I-shaped anti-seismic structure (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110937932.9A CN113668697A (en) | 2021-08-16 | 2021-08-16 | Fabricated steel structure building with good anti-seismic effect and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110937932.9A CN113668697A (en) | 2021-08-16 | 2021-08-16 | Fabricated steel structure building with good anti-seismic effect and assembling method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113668697A true CN113668697A (en) | 2021-11-19 |
Family
ID=78543349
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110937932.9A Withdrawn CN113668697A (en) | 2021-08-16 | 2021-08-16 | Fabricated steel structure building with good anti-seismic effect and assembling method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113668697A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982313A (en) * | 2021-12-03 | 2022-01-28 | 浙江汇创设计集团有限公司 | Fabricated building earthquake-resistant reinforcing structure and construction method thereof |
| CN114541772A (en) * | 2022-03-17 | 2022-05-27 | 中建八局第三建设有限公司 | Device and method for manufacturing and mounting ultra-long oblique steel frame column |
| CN115288326A (en) * | 2022-08-11 | 2022-11-04 | 中国十七冶集团有限公司 | Assembled is gypsum antidetonation wall body structure for building |
-
2021
- 2021-08-16 CN CN202110937932.9A patent/CN113668697A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982313A (en) * | 2021-12-03 | 2022-01-28 | 浙江汇创设计集团有限公司 | Fabricated building earthquake-resistant reinforcing structure and construction method thereof |
| CN114541772A (en) * | 2022-03-17 | 2022-05-27 | 中建八局第三建设有限公司 | Device and method for manufacturing and mounting ultra-long oblique steel frame column |
| CN114541772B (en) * | 2022-03-17 | 2023-12-01 | 中建八局第三建设有限公司 | Manufacturing and mounting device and method for ultralong oblique steel frame column |
| CN115288326A (en) * | 2022-08-11 | 2022-11-04 | 中国十七冶集团有限公司 | Assembled is gypsum antidetonation wall body structure for building |
| CN115288326B (en) * | 2022-08-11 | 2024-04-02 | 中国十七冶集团有限公司 | Gypsum anti-seismic wall structure for assembled building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113668697A (en) | Fabricated steel structure building with good anti-seismic effect and assembling method thereof | |
| CN108412095B (en) | Truss supporting structure of high-large-span curtain wall | |
| JP2009257035A (en) | Column form unit, horizontal fastening frame for column form unit and construction method of cast-in-place reinforced concrete | |
| CN112681808B (en) | Quick construction honeycomb building suitable for earthquake relief work | |
| CN211714015U (en) | House building structure built in underground space | |
| CN210976330U (en) | Green energy-saving earthquake-resistant building structure | |
| CN211931616U (en) | Green house bearing structure for gobi agricultural facility | |
| CN108204039A (en) | A kind of assembled architecture truss structure | |
| TWM360910U (en) | The energy dissipation device with anchor | |
| CN207609011U (en) | Assembled architecture agent structure | |
| CN210263360U (en) | Energy-saving earthquake-resistant building with light steel structure | |
| CN213449617U (en) | Steel structure supporting device convenient for fire prevention and heat preservation | |
| CN113152534A (en) | Anti-seismic device and method for soft soil foundation | |
| CN211395953U (en) | Special-shaped steel pipe concrete combined column and thin-wall steel roof steel structure building | |
| CN210395704U (en) | Anti-seismic energy dissipation device for key part of frame structure | |
| CN210049272U (en) | Insertion type column base structure of reinforced concrete frame column | |
| JP3080107U (en) | Assembled fence | |
| CN218061705U (en) | Earthquake-resistant structure for integrated house | |
| JP2002047662A (en) | Portable columnar foundation body and its installation method | |
| JP2718810B2 (en) | Mobile shoring for floor formwork | |
| CN213979584U (en) | Concrete construction interval separation structure of slag admixture | |
| JP3903315B2 (en) | Preservation method of existing outer wall structure | |
| CN219604547U (en) | Frame structure of movable house | |
| CN216641517U (en) | A building reinforcing apparatus for city planning | |
| CN213330260U (en) | Building antidetonation reinforcement underframe device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20211119 |
|
| WW01 | Invention patent application withdrawn after publication |