CN206157897U - Assembled steel construction of high -rise structure system - Google Patents

Assembled steel construction of high -rise structure system Download PDF

Info

Publication number
CN206157897U
CN206157897U CN201621175282.XU CN201621175282U CN206157897U CN 206157897 U CN206157897 U CN 206157897U CN 201621175282 U CN201621175282 U CN 201621175282U CN 206157897 U CN206157897 U CN 206157897U
Authority
CN
China
Prior art keywords
prefabricated assembled
prefabricated
vierendeel girder
frame column
wallboard
Prior art date
Application number
CN201621175282.XU
Other languages
Chinese (zh)
Inventor
陈有信
Original Assignee
浙江鑫润工程管理有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 浙江鑫润工程管理有限公司 filed Critical 浙江鑫润工程管理有限公司
Priority to CN201621175282.XU priority Critical patent/CN206157897U/en
Application granted granted Critical
Publication of CN206157897U publication Critical patent/CN206157897U/en

Links

Abstract

The utility model discloses an assembled steel construction of high -rise structure system, including prefabricated fabricated frame roof beam and prefabricated fabricated frame post, connecting piece and be used for connecting the bolt subassembly of prefabricated fabricated frame post on prefabricated fabricated frame roof beam, the prefabricated fabricated frame roof beam of double -phase neighbour is arranged perpendicularly, and prefabricated fabricated frame post and perpendicular the arranging of prefabricated fabricated frame roof beam, prefabricated fabricated frame roof beam is the I shape setting and forms the recess of bisymmetry, be provided with the floor in the recess, be provided with locating component between floor and prefabricated fabricated frame roof beam, be provided with the wallboard between the plane that prefabricates fabricated frame roof beam and prefabricated fabricated frame cylindricality one -tenth, be provided with the U -shaped steel sheet that is used for the joint wallboard on prefabricated fabricated frame post, become whole through prefabricating the fabricated frame roof beam with prefabricated fabricated frame support connnection, messenger's wallboard and floor reach fixed connection's effect, the effect that improves the structural strength of high -rise structure system.

Description

A kind of assembling type steel structure of tall building structures system

Technical field

The utility model is related to steel building field, more specifically, it relates to a kind of tall building structures system Assembling type steel structure.

Background technology

The structure that steel construction is made up of steel material, is one of main building construction types;Structure is mainly by shaped steel With the component such as girder steel, steel column, steel truss composition made by steel plate etc., between each component or part generally using weld seam, bolt or Rivet interlacement;Because it is conducted oneself with dignity relatively gently, and easy construction, soon, climate conditionality is little for construction speed, and saving labour simultaneously can carry High building quality, is widely used in the fields such as large-sized workshop, venue, Super High.

Most of construction of assembled architecture is machined in factory, in order to reach the prefabricated of modular architectural height Change, the whole constructions in addition to assembling type steel structure disparate modules are connected with each other and are fixed are required to be completed in factory process, together When in engineering construction, the carrying out of project under construction more or less can because the dimensional problem of cast-in-situ floor and beam column be affected, So as to affect construction quality.

Utility model content

In view of the shortcomings of the prior art, the purpose of this utility model is to provide one kind according to site area size, Floor is assembled suitable for field moduleization, the assembling type steel structure of the tall building structures system of construction quality is improved.

For achieving the above object, the utility model provides following technical scheme:

A kind of assembling type steel structure of tall building structures system, including the prefabrication and assembly construction for tall building structures system Formula Vierendeel girder and prefabricated assembled frame column, also include the connector for connecting the two adjacent prefabricated assembled Vierendeel girders And for connecting latch assembly of the prefabricated assembled frame column on prefabricated assembled Vierendeel girder, the two adjacent prefabrication and assembly constructions Formula Vierendeel girder is arranged vertically, and prefabricated assembled frame column is arranged vertically with prefabricated assembled Vierendeel girder, described prefabricated assembled Vierendeel girder in I shape arrange and formed two symmetrical grooves, be provided with floor in the groove, the floor with it is prefabricated Positioning component is provided between assembling frame beam, in the plane that prefabricated assembled Vierendeel girder is formed with prefabricated assembled frame column Between be provided with wallboard, the U-shaped steel plate for clamping wallboard is provided with the prefabricated assembled frame column.

It is arranged such, prefabricated assembled Vierendeel girder and prefabricated assembled frame column are reached by connector and latch assembly To mutually stable entirety, used as connection adjacent floor deck and the basis of wallboard, fabricated frame mode has good knot Structure intensity and it is easily installed the effect of carrying;Multiple prefabricated assembled Vierendeel girders are arranged vertically, and prefabricated assembled framework Post is arranged vertically with prefabricated assembled Vierendeel girder, and wallboard is arranged in the groove of the prefabricated assembled Vierendeel girder of I shape, makes building Room reaches the effect of interlayer, while using phase clamping between positioning component and floor, reaching positioning and stable effect;And building Plate makes wallboard be fixedly connected with prefabricated assembled frame column by the U-shaped steel plate being arranged on prefabricated assembled frame column, makes list Space on layer forms single individuality, according to the arrangement and the size in each room in room, adjusts the work of assembling type node With, in the effect that assembling is reached by prefabricated assembled Vierendeel girder and prefabricated assembled frame column, and Stability Analysis of Structures, it is easy for installation Fast, while improving the effect of monolithic architecture quality.

Further arrange:The latch assembly including one end be fixedly installed on alignment pin on prefabricated assembled Vierendeel girder with And cross alignment pin the other end and with the vertically disposed locking latch of alignment pin, the alignment pin and prefabricated assembled frame column Grafting, is provided with the jack for locking latch insertion on the prefabricated assembled frame column, and the locking latch passes through jack Prefabricated assembled frame column is lock onto on alignment pin.

It is arranged such, by alignment pin by horizontal plane between prefabricated assembled Vierendeel girder and prefabricated assembled frame column In relatively-stationary effect, by by locking latch by the jack that is inserted on prefabricated assembled frame column, also cross The end of alignment pin, the effect prefabricated assembled frame column being lock onto on alignment pin, realize prefabricated assembled frame column with it is pre- Locking effect between assembling frame beam processed.

Further arrange:The positioning component includes the substrate being fixedly connected with prefabricated assembled Vierendeel girder, is arranged at base Positioning convex on plate and the depression being engaged with positioning convex is arranged on floor, the depression is socketed with positioning convex.

It is arranged such, substrate can be fixed on positioning convex on prefabricated assembled Vierendeel girder, by positioning component Positioning convex is closed with the recesses on floor, makes floor that positioning and phase are realized in the groove of prefabricated assembled Vierendeel girder To fixed effect, the fitness between prefabricated assembled Vierendeel girder and floor is improved.

Further arrange:The floor is formed by polylith assembled flooring unit spliced, in the adjacent flooring unit Stitching portion is connected by waterproof layer.

Be arranged such, floor split into into several flooring units, be easy to the installation between floor entirety, carry and Assembling, while improving the water resistance between adjacent flooring unit by waterproof layer.

Further arrange:It is provided with for solid in the prefabricated assembled Vierendeel girder and prefabricated assembled frame column junction Determine the contiguous block of wallboard, the contiguous block is arranged in triangular shape, and by the first bolt for being arranged on contiguous block respectively with advance Assembling frame beam processed is fixedly connected with prefabricated assembled frame column.

It is arranged such, contiguous block is fixed on into prefabricated assembled Vierendeel girder with prefabricated assembled frame column by the first bolt Intersection, and contiguous block triangular shape arranges that one side contiguous block can improve prefabricated assembled Vierendeel girder with prefabricated dress With the stability between formula frame column, while wallboard is socketed in contiguous block, wallboard and prefabricated assembled Vierendeel girder are improved With the stable connection performance between prefabricated assembled frame column.

Further arrange:The wallboard is formed by polylith assembled metope unit spliced, wherein metope unit described in On be provided with female tenon, the male tenon with female tenon phase clamping is provided with the adjacent metope unit.

Be arranged such, wallboard split into into several metope units, be easy to the installation between wallboard entirety, carry and Assembling, while being engaged with male tenon by female tenon between adjacent metope unit, improves the stability between adjacent metope unit.

Further arrange:The connector is L-shaped steel plate, and the second bolt is provided with the L-shaped steel plate, some described Second bolt wears L-shaped steel plate and is threadedly coupled with prefabricated assembled Vierendeel girder.

It is arranged such, the connector of L-shaped steel plate shape is fixed on prefabricated assembled Vierendeel girder by the second bolt, makes phase The effect that mutually vertical prefabricated assembled Vierendeel girder is realized interfixing by connector.

Further arrange:The 3rd bolt is provided with the U-shaped steel plate, some 3rd bolts wear U-shaped steel Plate and it is threadedly coupled with wallboard.

It is arranged such, the wallboard being disposed through by the 3rd bolt in U-shaped steel plate, improves between U-shaped steel plate and wallboard Stability, the overall structure stability for enabling wallboard improves.

Further arrange:Waterproofing membrane is provided with the surface of the wallboard and floor.

It is arranged such, improves the water resistance of wallboard and floor.

Compared by adopting above-mentioned technical proposal, the utility model hinge structure:Will be multiple prefabricated by connector The assembling of assembling frame beam is integral, and multiple prefabricated assembled Vierendeel girders can be set to T-shaped or cross according to embodiment, One or two prefabricated assembled frame columns are arranged as required to simultaneously and by latch assembly and multiple prefabricated assembled frames Setting a roof beam in place, assembling is integral to be mutually perpendicular to be fixedly connected;Assembled floor is arranged at into the prefabricated assembled Vierendeel girder of I shape In groove, then the effect of positioning between floor and prefabricated assembled Vierendeel girder and locking can be improved by positioning component;It is logical Cross U-shaped steel plate and contiguous block to be fixedly connected wallboard with prefabricated assembled Vierendeel girder and prefabricated assembled frame column, make prefabricated Wallboard and floor are reached assembling frame beam the effect being fixedly connected with prefabricated assembled frame column, by assembling type steel structure An entirety is made, the effect of the structural strength of tall building structures system is improved.

Description of the drawings

Fig. 1 is the layout of tall building structures system;

Fig. 2 is the structural representation of assembling type steel structure;

Fig. 3 is the wallboard of assembling type steel structure and the partial exploded view of floor;

Fig. 4 is the explosive view at assembling type steel structure latch assembly;

Fig. 5 is the enlarged drawing in Fig. 4 at A.

In figure:1st, prefabricated assembled Vierendeel girder;2nd, prefabricated assembled frame column;3rd, connector;4th, latch assembly;41st, it is fixed Position pin;42nd, locking latch;43rd, jack;5th, floor;51st, flooring unit;6th, positioning component;61st, substrate;62nd, positioning convex; 63rd, it is recessed;7th, wallboard;71st, metope unit;72nd, female tenon;73rd, public tenon;8th, U-shaped steel plate;9th, waterproof layer;10th, contiguous block;11st, One bolt;12nd, the second bolt;13rd, groove;14th, the 3rd bolt;15th, waterproofing membrane.

Specific embodiment

The assembling type steel structure of tall building structures system is described further referring to figs. 1 to Fig. 5.

As depicted in figs. 1 and 2, a kind of assembling type steel structure of tall building structures system, including for skyscraper knot The prefabricated assembled Vierendeel girder 1 and prefabricated assembled frame column 2 of structure system, for connect two adjacent prefabricated assembled Vierendeel girders 1 connector 3, for connecting latch assembly 4 of the prefabricated assembled frame column 2 on prefabricated assembled Vierendeel girder 1, by how packaged The floor 5 being spliced with formula flooring unit 51 and the wallboard 7 being spliced by polylith assembled metope unit 71.

Wherein, as shown in Fig. 2 the in the vertical direction of prefabricated assembled Vierendeel girder 1 is arranged in I shape, multiple prefabrication and assembly constructions Formula Vierendeel girder 1 is arranged vertically in crosswise, and prefabricated assembled frame column 2 is arranged at the friendship of multiple prefabricated assembled Vierendeel girders 1 It is arranged vertically at remittance and with the plane of multiple prefabricated assembled framework Heisei.

As shown in Fig. 2 connector 3 is L-shaped steel plate, while the second bolt 12 is provided with the both ends of the surface of L-shaped steel plate, Multiple second bolts 12 wear L-shaped steel plate and are threadedly coupled with prefabricated assembled Vierendeel girder 1;Realized by connector 3 multiple Being fixedly connected between prefabricated assembled Vierendeel girder 1.

As shown in Fig. 2 the both sides of prefabricated assembled Vierendeel girder 1 of I shape are formed with two symmetrical grooves 13, and adjacent two Groove 13 on prefabricated assembled Vierendeel girder 1 is in the same plane;Floor 5 spliced by polylith assembled flooring unit 51 and Into, connected by waterproof layer 9 in the stitching portion of adjacent flooring unit 51, and floor 5 is connected in two prefabrication and assembly construction under right angle condition In the groove 13 of formula Vierendeel girder 1.

As shown in figure 3, while positioning component 6, positioning component 6 are provided between floor 5 and prefabricated assembled Vierendeel girder 1 Including the substrate 61 being fixedly connected with prefabricated assembled Vierendeel girder 1, the positioning convex 62 being arranged on substrate 61 and it is arranged at The depression 63 being engaged with positioning convex 62 on floor 5;Positioning convex 62 can be the bolt with nut, while passing through convex Play 62 substrate 61 is fixed on prefabricated assembled Vierendeel girder 1, while nut portion and depression 63 and mutually socket, realize passing through Positioning component 6 is by the positioning between prefabricated assembled Vierendeel girder 1 and floor 5 and improves the effect of stability between the two.

As shown in figure 4, prefabricated assembled frame column 2 is arranged at the intersection of multiple prefabricated assembled Vierendeel girders 1, and with it is many The plane that individual prefabricated assembled Vierendeel girder 1 is formed is arranged vertically, and prefabricated assembled frame column 2 is by being arranged at prefabricated assembled frame Latch assembly 4 between trestle 2 and prefabricated assembled Vierendeel girder 1 is fixedly connected with prefabricated assembled Vierendeel girder 1.

As shown in figure 5, latch assembly 4 is fixedly installed on the cylinder positioning in prefabricated assembled Vierendeel girder 1 including one end Pin 41 and cross the other end and cylindrical locking latch 42 vertically disposed with alignment pin 41 of alignment pin 41;Alignment pin 41 is inserted Enter in prefabricated assembled frame column 2, the jack 43 for the insertion of locking latch 42 be provided with prefabricated assembled frame column 2, Locking latch 42 lock onto prefabricated assembled frame column 2 on alignment pin 41 through jack 43 and alignment pin 41.

As shown in figure 4, being provided with the U-shaped steel plate 8 for clamping wallboard 7, U-shaped steel plate 8 on prefabricated assembled frame column 2 It is fixedly connected and is arranged in parallel with prefabricated assembled frame column 2 by bolt;Simultaneously in prefabricated assembled Vierendeel girder 1 and prefabricated dress The junction of formula frame column 2 is provided with the contiguous block 10 for fixing wallboard 7, contiguous block 10 is arranged in triangular shape, and by setting The first bolt 11 being placed on contiguous block 10 is fixedly connected respectively with prefabricated assembled Vierendeel girder 1 and prefabricated assembled frame column 2.

As shown in figure 3, wallboard 7 is spliced by polylith assembled metope unit 71, set on a metope unit 71 wherein Female tenon 72 is equipped with, the male tenon 73 with the phase clamping of female tenon 72 is provided with adjacent metope unit 71;Wallboard 7 is arranged at prefabrication and assembly construction Between the plane that formula Vierendeel girder 1 and prefabricated assembled frame column 2 are formed, the 3rd bolt 14 is provided with U-shaped steel plate 8, it is multiple 3rd bolt 14 wears U-shaped steel plate 8 and is threadedly coupled with wallboard 7.

As shown in Fig. 2 be provided with waterproofing membrane 15 on the surface of wallboard 7 and floor 5, improve to wallboard 7 and The water resistance of floor 5;Acoustic material or insulation material can be set in wallboard 7 and floor 5, wallboard 7 or floor 5 is improved Feature;Also in advance wallboard 7 or floor 5 can be provided with into hollow form, by wallboard 7 or floor 5 after installing Cement is poured, the intensity between wallboard 7 or floor 5 is improved, the effect being easily installed is reached with this.

Multiple prefabricated assembled Vierendeel girders 1 are assembled into integral by connector 3, multiple prefabricated assembled Vierendeel girders 1 T-shaped or cross are can be set to according to embodiment, while being arranged as required to one or two prefabricated assembled frame columns 2 And assembled by latch assembly 4 and multiple prefabricated assembled Vierendeel girders 1 and integral be mutually perpendicular to be fixedly connected;Will be assembled Floor 5 is arranged in the groove 13 of the prefabricated assembled Vierendeel girder 1 of I shape, then by positioning component 6 can improve floor 5 with it is prefabricated The effect of positioning and locking between assembling frame beam 1;By U-shaped steel plate 8 and contiguous block 10 by wallboard 7 and prefabricated dress It is fixedly connected with prefabricated assembled frame column 2 with formula Vierendeel girder 1, makes prefabricated assembled Vierendeel girder 1 with prefabricated assembled frame column 2 Wallboard 7 and floor 5 are reached the effect being fixedly connected, an entirety is made by assembling type steel structure, improved high level and build The effect of the structural strength of building structure system.

The above is only preferred embodiment of the present utility model, and protection domain of the present utility model is not limited merely to Above-described embodiment, all technical schemes belonged under the utility model thinking belong to protection domain of the present utility model.Should refer to Go out, for those skilled in the art, some improvement under the premise of without departing from the utility model principle and Retouching, these improvements and modifications also should be regarded as protection domain of the present utility model.

Claims (9)

1. a kind of assembling type steel structure of tall building structures system, including for the prefabricated assembled of tall building structures system Vierendeel girder(1)And prefabricated assembled frame column(2), it is characterised in that:Also include for connecting the two adjacent prefabrication and assembly constructions Formula Vierendeel girder(1)Connector(3)And for connecting prefabricated assembled frame column(2)In prefabricated assembled Vierendeel girder(1)On Latch assembly(4), the two adjacent prefabricated assembled Vierendeel girders(1)It is arranged vertically, and prefabricated assembled frame column(2)With it is pre- Assembling frame beam processed(1)It is arranged vertically, the prefabricated assembled Vierendeel girder(1)Arrange in I shape and to form two symmetrical recessed Groove(13), in the groove(13)Inside it is provided with floor(5), in the floor(5)With prefabricated assembled Vierendeel girder(1)Between set It is equipped with positioning component(6), in prefabricated assembled Vierendeel girder(1)With prefabricated assembled frame column(2)Arrange between the plane of formation There is wallboard(7), in the prefabricated assembled frame column(2)On be provided with for clamping wallboard(7)U-shaped steel plate(8).
2. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:The latch group Part(4)Prefabricated assembled Vierendeel girder is fixedly installed on including one end(1)On alignment pin(41)And cross alignment pin(41)'s The other end and and alignment pin(41)Vertically disposed locking latch(42), the alignment pin(41)With prefabricated assembled frame column (2)Grafting, in the prefabricated assembled frame column(2)On be provided with and supply locking latch(42)The jack of insertion(43), the lock Tight latch(42)Through jack(43)By prefabricated assembled frame column(2)It lock onto alignment pin(41)On.
3. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:The positioning group Part(6)Including with prefabricated assembled Vierendeel girder(1)The substrate being fixedly connected(61), be arranged at substrate(61)On positioning convex (62)And it is arranged at floor(5)Upper and positioning convex(62)The depression being engaged(63), the depression(63)With positioning convex (62)Socket.
4. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:The floor (5)By polylith assembled flooring unit(51)It is spliced, in the adjacent flooring unit(51)Stitching portion pass through waterproof layer (9)Connection.
5. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:Described prefabricated Assembling frame beam(1)With prefabricated assembled frame column(2)Junction is provided with for fixing wallboard(7)Contiguous block(10), The contiguous block(10)Arrange in triangular shape, and by being arranged at contiguous block(10)On the first bolt(11)Respectively with prefabricated dress With formula Vierendeel girder(1)With prefabricated assembled frame column(2)It is fixedly connected.
6. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:The wallboard (7)By polylith assembled metope unit(71)It is spliced, wherein metope unit described in(71)On be provided with female tenon(72), In the adjacent metope unit(71)On be provided with and female tenon(72)The public tenon of phase clamping(73).
7. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:The connector (3)For L-shaped steel plate, on the L-shaped steel plate the second bolt is provided with(12), some second bolts(12)Wear L-shaped Steel plate and with prefabricated assembled Vierendeel girder(1)Threaded connection.
8. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:In the U-shaped Steel plate(8)On be provided with the 3rd bolt(14), some 3rd bolts(14)Wear U-shaped steel plate(8)And and wallboard(7)Spiral shell Line connects.
9. the assembling type steel structure of tall building structures system according to claim 1, it is characterised in that:In the wallboard (7)And floor(5)Surface on be provided with waterproofing membrane(15).
CN201621175282.XU 2016-10-27 2016-10-27 Assembled steel construction of high -rise structure system CN206157897U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621175282.XU CN206157897U (en) 2016-10-27 2016-10-27 Assembled steel construction of high -rise structure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621175282.XU CN206157897U (en) 2016-10-27 2016-10-27 Assembled steel construction of high -rise structure system

Publications (1)

Publication Number Publication Date
CN206157897U true CN206157897U (en) 2017-05-10

Family

ID=58656443

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621175282.XU CN206157897U (en) 2016-10-27 2016-10-27 Assembled steel construction of high -rise structure system

Country Status (1)

Country Link
CN (1) CN206157897U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107254913A (en) * 2017-08-03 2017-10-17 贵州精正检测有限公司 Steel construction assembled architecture component and steel construction assembled architecture
CN107700667A (en) * 2017-09-26 2018-02-16 中南大学 A kind of precast floor slab and girder steel lower flange connecting node
CN108487710A (en) * 2018-03-27 2018-09-04 南南铝业股份有限公司 A kind of full aluminium three-dimensional parking device frame
CN110820938A (en) * 2019-11-15 2020-02-21 陕西神州实业有限公司 Steel structure and construction method thereof
WO2020098387A1 (en) * 2018-11-15 2020-05-22 江玉程 Assembled structure system and application thereof
CN111502096A (en) * 2020-04-26 2020-08-07 广州信佳地坪工程有限公司 Assembly type steel structure integrated green building and installation method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107254913A (en) * 2017-08-03 2017-10-17 贵州精正检测有限公司 Steel construction assembled architecture component and steel construction assembled architecture
CN107254913B (en) * 2017-08-03 2019-06-11 首钢水城钢铁(集团)赛德建设有限公司 Steel construction assembled architecture component and steel construction assembled architecture
CN107700667A (en) * 2017-09-26 2018-02-16 中南大学 A kind of precast floor slab and girder steel lower flange connecting node
CN108487710A (en) * 2018-03-27 2018-09-04 南南铝业股份有限公司 A kind of full aluminium three-dimensional parking device frame
WO2020098387A1 (en) * 2018-11-15 2020-05-22 江玉程 Assembled structure system and application thereof
CN110820938A (en) * 2019-11-15 2020-02-21 陕西神州实业有限公司 Steel structure and construction method thereof
CN111502096A (en) * 2020-04-26 2020-08-07 广州信佳地坪工程有限公司 Assembly type steel structure integrated green building and installation method thereof

Similar Documents

Publication Publication Date Title
CN104912190B (en) Dry type joggle frame structure
Chilton Space grid structures
CN102979165B (en) Industrialized assembled multi-story high-rise steel structure centrally-braced system
CN102979177B (en) Industrialized assembled multi-story high-rise steel structure eccentrically-braced system
CN102979178B (en) Industrialized multi-story high-rise assembled steel structure frame - eccentrically-braced system
CN102979172B (en) Industrialized assembled multi-story high-rise steel structure prestressed centrally-braced system
CN102995743B (en) Multi-high-rise assembly type steel structure system
CN103334490B (en) One how high-rise assembling type steel structure frame supported system
JP3218530U (en) Central assembly steel structure
CN103334488B (en) Assembled steel structure deformed column framework support system
CN104712089B (en) Open the compound shear attachment structure of net
CN102979168B (en) Industrialized multi-story high-rise assembled steel structure frame - centrally-braced system
CN102979175B (en) Industrialized multi-story high-rise assembled steel structure frame - prestressed eccentrically-braced system
CN103334491B (en) One how high-rise assembling type steel structure hetero-columns frame support system
CN103290920B (en) A kind of assembling type steel structure center support frame system
CN102979162B (en) Multi-story high-rise assembled steel structure frame - prestressed centrally-braced system
CN102995744B (en) Industrialized multi-high-rise assembly type steel structure frame-pre-stressed center support system
CN101748903B (en) Structural system of industrial low storied dwelling
CN203452204U (en) Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder
CN201128956Y (en) Assembled integral flat-plate or curve type vierendeel steel lattice structure
CN103114648B (en) Multi-high-layer assembly type steel structure frame-center supporting system
CN102979176B (en) Industrialized multi-story high-rise assembled steel structure system
CN102535672B (en) Novel hybrid huge anti-seismic structure and construction method thereof
CN103216115A (en) Modular integrally-movable house
CN103276833B (en) A kind of industrialization assembling shaped pile frame-steel plate shear force wall steel structure system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170510

Termination date: 20171027

CF01 Termination of patent right due to non-payment of annual fee