CN109183989A - The steel-structure factory building of Fast Installation - Google Patents
The steel-structure factory building of Fast Installation Download PDFInfo
- Publication number
- CN109183989A CN109183989A CN201811315448.7A CN201811315448A CN109183989A CN 109183989 A CN109183989 A CN 109183989A CN 201811315448 A CN201811315448 A CN 201811315448A CN 109183989 A CN109183989 A CN 109183989A
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- China
- Prior art keywords
- steel
- post
- factory building
- structure factory
- fast installation
- 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.)
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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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- 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
Abstract
The present invention relates to steel-structure factory buildings, it is intended to provide a kind of steel-structure factory building of Fast Installation, its key points of the technical solution are that including edge column, support post and main girder steel, the edge column is buried on the ground relatively, the support post is embedded between edge column, the main girder steel is horizontally installed on edge column and support post, the top surface of the edge column is fixedly connected with fixed block, the fixed block is vertically communicated mounting hole, the position that the main girder steel is right against edge column is fixedly connected with mounting post, the mounting post is plugged in mounting hole, the top surface of the support post is rotatably connected to lock sleeve, the main girder steel is equipped with locking post towards the position of support post, the locking post is plugged in lock sleeve.There is the steel-structure factory building of this Fast Installation simplified main girder steel to be connected to the step on edge column and support post, and the time consumed by steel-structure factory building is built in reduction, to improve the advantages of steel-structure factory building builds efficiency.
Description
Technical field
The present invention relates to steel-structure factory building, in particular to a kind of steel-structure factory building of Fast Installation.
Background technique
Steel-structure factory building is primarily referred to as what main supporting member was made of steel.Including steel column, girder steel, steel construction
Basis, steel roof truss (span of certain workshop is bigger, and basic be all steel roof truss now) and steel worm-gearing.It is built using steel
Industry and the civil buildings facility made are referred to as steel construction, and steel-structure factory building feature has: 1, steel building light weight, intensity
Height, span are big;2, the steel building construction period is short, accordingly reduces cost of investment;3, steel building fire line is high, anticorrosion
Property is strong;4, steel building is moved conveniently, is recycled pollution-free.
Currently, being usually to be connected between steel column and girder steel using welding or bolt carrying out when building of steel-structure factory building
The mode connect is attached, and since the occupied area of workshop is larger, the fixed steel column of large area and steel are needed in build process
Connection between beam, wastes a large amount of time, has seriously dragged slowly the progress for building steel-structure factory building.
Summary of the invention
The object of the present invention is to provide a kind of steel-structure factory building of Fast Installation, have in simplifying between steel column and girder steel
Connection Step, reduction build the time consumed by steel-structure factory building, to improve the advantages of steel-structure factory building builds efficiency.
Above-mentioned technical purpose of the invention has the technical scheme that
A kind of steel-structure factory building of Fast Installation, including edge column, support post and main girder steel, the edge column is opposite to be embedded in
On ground, the support post is embedded between edge column, and the main girder steel is horizontally installed on edge column and support post, institute
The top surface for stating edge column is fixedly connected with fixed block, and the fixed block is vertically communicated mounting hole, and the main girder steel is right against side
The position of column is fixedly connected with mounting post, and the mounting post is plugged in mounting hole, and the top surface of the support post, which rotates, to be connected
It is connected to lock sleeve, the main girder steel is equipped with locking post towards the position of support post, and the locking post is plugged in lock sleeve.
Mounting post and locking post point by using above-mentioned technical proposal, when building steel-structure factory building, below main girder steel
It is not plugged in fixed block and lock sleeve, it is tight by stinging for fixed block and lock sleeve, realize that main girder steel is vertical in edge column and support
Being fastenedly connected on column.In the present invention, having abandoned benefit in the prior art, in welded or bolted way, installation process is used
The mode of grafting, simplifies the step that main girder steel is connected on edge column and support post, and reduction builds steel-structure factory building and disappeared
The time of consumption, so that improves steel-structure factory building builds efficiency.
Further, the fixed block is laterally equipped with two connecting rods, and the mounting hole is described between connecting rod
The both ends of connecting rod have been respectively fixedly connected with connecting plate, and a side connecting plate is fixedly connected with compression bar, and the compression bar is penetrated through to installation
In hole, the end that the compression bar is located in mounting hole is fixedly connected with pressing plate, and the connecting rod is arranged with far from one end of compression bar
Return spring, the return spring contradict between fixed block and connecting plate.
By using above-mentioned technical proposal, before mounting post is inserted into mounting hole, the connection for having compression bar side is pulled
Plate, pressing plate is fitted on the inner sidewall of mounting hole at this time, in mounting hole there is enough spaces to enter for mounting post.Pulling band
When having the connecting plate of compression bar side, return spring is compressed, and after mounting post enters in mounting hole, is unclamped and is had with compression bar
Connecting plate, return spring discharges restoring force at this time, so that pressing plate is pressed in mounting post, thus reaches the effect of locking mounting post
Fruit.
Further, the fixed block lateral direction penetrating has the first limiting holes, and lateral direction penetrating has first to match in the mounting post
Hole is closed, is inserted with the first limitation column in first limiting holes and the first matching hole.
By using above-mentioned technical proposal, after mounting post is inserted into mounting hole, the first limiting holes and the first matching hole phase
It is logical, it is inserted into the first limitation column in the first limiting holes and the first matching hole communicated, is reached with this and further locks mounting post
Effect in mounting hole.
Further, the pressing plate is equipped with the limitation convex block in X-type, is provided in the mounting post recessed in the limitation of X-type
Slot.
By using above-mentioned technical proposal, after mounting post enters in mounting hole, the limitation of the limitation convex block and X-type of X-type is recessed
Slot is embedded mutually, thus further improves the stability that mounting post is locked in mounting hole.Limitation convex block and confinement groove are set
It is set to X-type, during tension, since its is cross-shaped, is had the effect of in terms of tension more stable.
Further, the lower surface of the lock sleeve is fixedly connected with rotary head, and fixing sleeve, which is equipped with, on the rotary head turns
Dynamic bearing, the rolling bearing are embedded on the top surface of support post.
By using above-mentioned technical proposal, by the setting of rolling bearing, lock sleeve can be more swimmingly vertical in support
It is rotated on column.
Further, the inner sidewall at the top of the lock sleeve is equipped with closing piece, and the closing piece is provided with two pieces, two pieces of closing pieces
It is centrosymmetric and is arranged on the inner sidewall of lock sleeve, lock tongue, institute are fixedly connected on the lateral wall of the bottom of the locking post
It states lock tongue and is relatively set with two pieces about the axle center of locking post.
By using above-mentioned technical proposal, realized between locking post and lock sleeve by the locking between lock tongue and closing piece
Stable connection, after locking post enters in lock sleeve, rotation lock is fixed, and the lock tongue of locking post contacts at closing piece, passes through closing piece
Limitation, locking post is locked in lock sleeve, can not extract.
Further, the closing piece includes upper clamping block, lower clamping block and fore shaft, and the upper clamping block and lower clamping block are mutual
Parallel, the fore shaft is fixedly connected between the upper clamping block and lower clamping block between upper clamping block and lower clamping block
There is connection rib, the lock tongue is located in fore shaft and contacts at connection rib.
By using above-mentioned technical proposal, after locking post is inserted into lock sleeve, rotation lock is fixed, and lock tongue slides into fore shaft
Interior, by the limitation of upper confinement block and lower confinement block, lock tongue is locked between closing piece, to realize main girder steel and support post
Between be stably connected with.
Further, the lock sleeve lateral direction penetrating has the second limiting holes, and second limiting holes are flushed with fore shaft, described
Lock tongue and the lateral direction penetrating of locking post have the second matching hole, are inserted with the second limitation in second limiting holes and the second matching hole
Column.
By using above-mentioned technical proposal, after lock tongue is locked in fore shaft, the second limiting holes and the second matching hole phase
It is logical, it is inserted into the second limitation column in the second limiting holes and the second matching hole communicated, by the limitation of the second limitation column, improves
Breakout capacity of the locking post in lock sleeve, to further improve the bonding strength between locking post and lock sleeve.
Further, the lateral wall of the lock sleeve is equipped with fine tuning convex block.
By using above-mentioned technical proposal, when generating jerky sense during lock tongue enters fore shaft, struck using hammer etc.
It hits tool and taps fine tuning convex block, with this lock tongue can smoothly enter into fore shaft.
In conclusion the invention has the following advantages: replacing welding in the prior art or spiral shell using inserting mode
The mode connect is tethered, the step that main girder steel is connected on edge column and support post is simplified, steel-structure factory building institute is built in reduction
The time of consumption, so that improves steel-structure factory building builds efficiency.
Detailed description of the invention
Fig. 1 is for embodying structural schematic diagram of the invention;
Fig. 2 is the explosive view for embodying connection relationship between main girder steel, fixed block and edge column;
Fig. 3 is the structural schematic diagram for embodying fixed block;
Fig. 4 is the explosive view for embodying connection relationship between main girder steel, lock sleeve and support post;
Fig. 5 is the cross-sectional view for embodying lock sleeve internal structure.
In figure, 1, edge column;11, fixed block;111, mounting hole;112, connecting rod;113, connecting plate;114, compression bar;
115, pressing plate;1151, convex block is limited;116, return spring;117, the first limiting holes;118, the first limitation column;2, support post;
21, lock sleeve;211, rotary head;212, rolling bearing;213, the second limiting holes;214, convex block is finely tuned;22, loading plate;23, it locks
Block;231, upper confinement block;232, lower confinement block;233, fore shaft;234, rib is connected;24, the second limitation column;3, main girder steel;31, pacify
Fill column;311, confinement groove;312, the first matching hole;32, locking post;321, lock tongue;322, the second matching hole.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment: a kind of steel-structure factory building of Fast Installation, referring to Fig.1, including edge column 1, support post 2 and main girder steel
3.Edge column 1 is buried on the ground relatively, and edge column 1 builds the exterior contour to form steel-structure factory building.Support post 2 is arranged
Between edge column 1, support post 2 is set in qually spaced between edge column 1 according to the design requirement of steel-structure factory building.Support is vertical
Column 2 and edge column 1 support the longitudinal loading of workshop jointly, improve the ability that steel-structure factory building bears longitudinal loading.Main girder steel 3 is horizontal
To on the edge column 1 and support post 2 of connection on the same line.
Referring to Fig. 3, in edge column 1(referring to Fig. 2) top surface on be fixedly connected with fixed block 11, fixed block 11 is vertically communicated
There is mounting hole 111.Fixed block 11 is laterally equipped with two connecting rods 112, and the sliding of connecting rod 112 is connected to fixed block 11, installs
Hole 111 is located between two connecting rods 112.Connecting plate 113, connecting plate 113 have been respectively fixedly connected at the both ends of connecting rod 112
Setting so that two connecting rods 112 move synchronously.
Referring to Fig. 3, compression bar 114 is fixedly connected on a side connecting plate 113, compression bar 114 is penetrated through to mounting hole 111.Pressure
One end that bar 114 is located in peace turn hole is fixedly connected with pressing plate 115, and pressing plate 115 is arc-shaped.Connecting rod 112 is far from compression bar 114
End sleeve is equipped with return spring 116, and return spring 116, which squeezes, to be contradicted between fixed block 11 and connecting plate 113.
Referring to Fig. 3, main girder steel 3(is referring to Fig. 2) be right against edge column 1(referring to Fig. 2) position be fixedly connected with mounting post
31, mounting post 31 is plugged in mounting hole 111.When plugging, mounting post 31 is directed at mounting hole 111, is pulled at this time with pressure
The connecting plate 113 of bar 114, connecting plate 113 drive connecting rod 112 mobile, and return spring 116 is compressed.In mobile connection plate 113
During, compression bar 114 follows connecting rod 112 mobile, and pressing plate 115 concedes the position of mounting hole 111.Then main girder steel 3 is transferred,
After the mounting post 31 of main girder steel 3 is plugged in mounting hole 111, connecting plate 113 is unclamped, the restoring force of return spring 116 starts to release
It puts, so that pressing plate 115 be pulled to squeeze towards mounting post 31, achievees the effect that lock mounting post 31.
In order to reinforce stability of the mounting post 31 in mounting hole 111, set in one side of the pressing plate 115 towards mounting post 31
There is the limitation convex block 1151 in X-shaped, the confinement groove 311 in X-shaped is provided in mounting post 31, is fitted in mounting post in pressing plate 115
When on 31, limitation convex block 1151 is embedded in confinement groove 311, to achieve the effect that further to lock mounting post 31.
Referring to Fig. 3,11 lateral direction penetrating of fixed block has the first limiting holes 117, and mounting post 31(is referring to Fig. 2) on lateral direction penetrating have
First matching hole 312(is referring to Fig. 2).When mounting post 31 is plugged in mounting hole 111, the first limiting holes 117 and the first matching hole
312 communicate, and are inserted with the first limitation column 118 in the first limiting holes 117 and the first matching hole 312 communicated, pass through the first limit
The limitation of column 118 processed, so that extraction-resistant behavior of the mounting post 31 in mounting hole 111 improves, to improve main girder steel 3(reference
Fig. 2) and edge column 1(is referring to the locking degree between Fig. 2).
Referring to Fig. 4, it is rotatably connected to lock sleeve 21 in the top surface of support post 2, main girder steel 3 is right against support post 2
Position is fixedly connected with locking post 32, and locking post 32 is plugged in lock sleeve 21.The cooperation of locking post 32 and lock sleeve 21 improves
Main girder steel 3 is connected to the stability on edge column 1 and support post 2.
Referring to Fig. 5, the lower section of lock sleeve 21 is fixedly connected with rotary head 211, and fixing sleeve is equipped with rotation on rotary head 211
Bearing 212 is welded with loading plate 22 positioned at the top surface of support post 2 in advance, and rolling bearing 212 is embedded on loading plate 22.Lock
Fixed 21 pass through the setting of rolling bearing 212, realize rotation in the horizontal direction.
Referring to Fig. 5, the inner sidewall at 21 top of lock sleeve is equipped with closing piece 23, and closing piece 23 is provided with two pieces, two pieces of closing pieces 23
It is centrosymmetric on the inner sidewall that lock sleeve 21 is set.Closing piece 23 includes upper confinement block 231, lower confinement block 232 and fore shaft
233, upper confinement block 231 and lower confinement block 232 are parallel to each other, and fore shaft 233 is between upper confinement block 231 and lower confinement block 232.
Connection rib 234 is connected between upper confinement block 231 and lower confinement block 232.
Referring to Fig. 5, locking post 32(is referring to Fig. 4) lock tongue 321(is fixedly connected with referring to Fig. 4) on the lateral wall of bottom, it locks
Tongue 321 is relatively set with two pieces about the axle center of locking post 32.During installation, locking post 32 is inserted into lock sleeve 21, is then revolved
Twist lock fixed 21, so that lock tongue 321 is embedded in fore shaft 233, until lock tongue 321 is contradicted to connection rib 234.Connect rib 234
Lock tongue 321 is limited jointly with upper confinement block 231, achievees the effect that fix locking post 32 in lock sleeve 21.
It is horizontal on lock sleeve 21 in order to further increase the stability that locking post 32 is plugged in lock sleeve 21 referring to Fig. 4
To the second limiting holes 213 are through with, the second limiting holes 213 are with fore shaft 233(referring to Fig. 5) it flushes.In lock tongue 321 and locking post 32
Upper lateral direction penetrating has the second matching hole 322.After locking post 32 is plugged in lock sleeve 21, rotation lock fixed 21, so that lock tongue
321 are embedded in fore shaft 233, and when lock tongue 321 is contradicted to connection rib 234(referring to Fig. 5), the second limiting holes 213 and second are matched
It closes hole 322 to communicate, is inserted with the second limitation column 24 in the second limiting holes 213 and the second matching hole 322 communicated.Second limitation
The setting of column 24 further improves coupling mechanism force of the locking post 32 in lock sleeve 21, to strengthen lock sleeve 21 and locking post
Connection between 32.
Referring to Fig. 4, fine tuning convex block 214 is fixedly connected on the lateral wall of lock sleeve 21, when lock tongue 321 is in insertion fore shaft
233(is referring to Fig. 5) during when being difficult to enter, staff taps tool using hammer etc. and taps fine tuning convex block 214, thus
It helps fore shaft 233 to sting tight lock tongue 321, reduces the work load of staff.
Specific implementation process:
1, edge column 1 and support post 2 is pre-buried on the ground according to the prior art, form gabarit and the inside of steel-structure factory building
The support frame of longitudinal loading;
2, using loop wheel machine or other handling apparatus by main 3 handling of girder steel to the top of edge column 1 and support post 2, gradually slowly
Main girder steel 3 is transferred, until locking post 32, close to lock sleeve 21, mounting post 31 is close to fixed block 11;
3, the connecting plate 113 for having compression bar 114 is pulled, so that in mounting hole 111 there is enough mounting posts 31 to transfer space, together
When alignment lock sleeve 21 and locking post 32;
4, main girder steel 3 is transferred, so that locking post 32 enters in lock sleeve 21, mounting post 31 enters in mounting hole 111.Then it unclamps
Connecting plate 113 is inserted into so that pressing plate 115 is pressed in mounting post 31 in the first limiting holes 117 and the first matching hole 312
One limitation column 118, further locks mounting post 31.
5, after mounting post 31 is locked, rotation lock fixed 21 are limited so that lock tongue 321 is embedded in fore shaft 233 second one by one
Locking post 32, is further locked in lock sleeve 21 by the second limitation of insertion column 24 in drilling 213 and the second matching hole 322.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (9)
1. a kind of steel-structure factory building of Fast Installation, including edge column (1), support post (2) and main girder steel (3), the side is vertical
Column (1) is relatively embedded, and the support post (2) is embedded between edge column (1) on the ground, and the main girder steel (3) laterally sets
It sets on edge column (1) and support post (2), it is characterised in that: the top surface of the edge column (1) is fixedly connected with fixed block
(11), the fixed block (11) is vertically communicated has mounting hole (111), and the position that the main girder steel (3) is right against edge column (1) is solid
Surely it is connected with mounting post (31), the mounting post (31) is plugged in mounting hole (111), and the top surface of the support post (2) turns
Dynamic to be connected with lock sleeve (21), the main girder steel (3) is equipped with locking post (32) towards the position of support post (2), the locking
Column (32) is plugged in lock sleeve (21).
2. the steel-structure factory building of Fast Installation according to claim 1, it is characterised in that: the fixed block (11) is laterally worn
Equipped with two connecting rods (112), the mounting hole (111) is located between connecting rod (112), the both ends of the mounting hole (111)
It has been respectively fixedly connected with connecting plate (113), a side connecting plate (113) is fixedly connected with compression bar (114), and the compression bar (114) is passed through
It passes in mounting hole (111), the compression bar (114) is located at the end in mounting hole (111) and is fixedly connected with pressing plate (115), institute
It states connecting rod (112) to be arranged with return spring (116) far from the one end of compression bar (114), the return spring (116) contradicts solid
Determine between block (11) and connecting plate (113).
3. the steel-structure factory building of Fast Installation according to claim 1, it is characterised in that: the fixed block (11) is laterally passed through
It is connected with the first limiting holes (117), there is the first matching hole (312) lateral direction penetrating on the mounting post (31), first limiting holes
(117) and in the first matching hole (312) it is inserted with the first limitation column (118).
4. the steel-structure factory building of Fast Installation according to claim 2, it is characterised in that: the pressing plate (115) is equipped with
In the limitation convex block (1151) of X-type, the confinement groove (311) in X-type is provided on the mounting post (31).
5. the steel-structure factory building of Fast Installation according to claim 1, it is characterised in that: the following table of the lock sleeve (21)
Face is fixedly connected with rotary head (211), and fixing sleeve is equipped with rolling bearing (212) on the rotary head (211), the rolling bearing
(212) it is embedded on the top surface of support post (2).
6. the steel-structure factory building of Fast Installation according to claim 1, it is characterised in that: at the top of the lock sleeve (21)
Inner sidewall is equipped with closing piece (23), and the closing piece (23) is provided with two pieces, and two pieces of closing pieces (23) are centrosymmetric to be arranged and lock
On the inner sidewall for covering (21), lock tongue (321), the lock tongue are fixedly connected on the lateral wall of the bottom of the locking post (32)
(321) axle center about locking post (32) is relatively set with two pieces.
7. the steel-structure factory building of Fast Installation according to claim 6, it is characterised in that: the closing piece (23) includes the upper limit
Clamp dog (231), lower confinement block (232) and fore shaft (233), the upper confinement block (231) and lower confinement block (232) are parallel to each other,
The fore shaft (233) is between upper confinement block (231) and lower confinement block (232), the upper confinement block (231) and lower confinement block
(232) connection rib (234) is fixedly connected between, the lock tongue (321) is located in fore shaft (233) and contacts at connection rib
(234)。
8. the steel-structure factory building of Fast Installation according to claim 7, it is characterised in that: the lock sleeve (21) is laterally passed through
It is connected with the second limiting holes (213), second limiting holes (213) flush with fore shaft (233), the lock tongue (321) and locking post
(32) lateral direction penetrating has the second matching hole (322), is inserted in second limiting holes (213) and the second matching hole (322)
Second limitation column (24).
9. the steel-structure factory building of Fast Installation according to claim 1, it is characterised in that: the outside of the lock sleeve (21)
Wall is equipped with fine tuning convex block (214).
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110805055A (en) * | 2019-11-15 | 2020-02-18 | 山西省工业设备安装集团有限公司 | Mounting rack for steel structure factory building |
CN111042340A (en) * | 2019-12-24 | 2020-04-21 | 浙江高盛钢结构有限公司 | Steel house frame |
CN112922149A (en) * | 2021-01-29 | 2021-06-08 | 李婷 | Assembled integrated steel construction for building |
Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2038083A1 (en) * | 1969-01-02 | 1971-01-08 | Streater Ind Inc | |
US4809480A (en) * | 1986-04-18 | 1989-03-07 | Hale Cecil E | Building metal support apparatus and method |
CN2793179Y (en) * | 2005-06-10 | 2006-07-05 | 金胜财 | Assembled house structural system |
CN101646875A (en) * | 2006-12-19 | 2010-02-10 | 安德鲁斯·克劳斯·格斯温 | The component groups that can be coupled together |
CN104652906A (en) * | 2013-11-19 | 2015-05-27 | 泰州市同裕节能门窗有限公司 | Damping steel structure |
CN105803944A (en) * | 2016-03-24 | 2016-07-27 | 王道领 | Scaffold for road and bridge construction |
CN205776732U (en) * | 2016-07-07 | 2016-12-07 | 江苏九天建设有限公司 | Steel-structured Factory Building Assembly framework |
CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
CN107327021A (en) * | 2017-07-10 | 2017-11-07 | 重庆交通大学 | The stable Steel Structure of buckling type |
CN108035440A (en) * | 2017-10-27 | 2018-05-15 | 西安建筑科技大学 | A kind of assembled Self-resetting Column Joint with Wedge device |
CN207392434U (en) * | 2017-09-09 | 2018-05-22 | 佛山市德苏曼建材科技有限公司 | A kind of workshop large-span steel |
CN207405771U (en) * | 2017-11-12 | 2018-05-25 | 青岛义和钢构有限公司 | A kind of assembled architecture steel structure module combining structure |
CN108204041A (en) * | 2018-01-31 | 2018-06-26 | 盐城工业职业技术学院 | Construction steel structure attachment device and connection structure |
-
2018
- 2018-11-06 CN CN201811315448.7A patent/CN109183989B/en active Active
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2038083A1 (en) * | 1969-01-02 | 1971-01-08 | Streater Ind Inc | |
US4809480A (en) * | 1986-04-18 | 1989-03-07 | Hale Cecil E | Building metal support apparatus and method |
CN2793179Y (en) * | 2005-06-10 | 2006-07-05 | 金胜财 | Assembled house structural system |
CN101646875A (en) * | 2006-12-19 | 2010-02-10 | 安德鲁斯·克劳斯·格斯温 | The component groups that can be coupled together |
CN104652906A (en) * | 2013-11-19 | 2015-05-27 | 泰州市同裕节能门窗有限公司 | Damping steel structure |
CN105803944A (en) * | 2016-03-24 | 2016-07-27 | 王道领 | Scaffold for road and bridge construction |
CN205776732U (en) * | 2016-07-07 | 2016-12-07 | 江苏九天建设有限公司 | Steel-structured Factory Building Assembly framework |
CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
CN107327021A (en) * | 2017-07-10 | 2017-11-07 | 重庆交通大学 | The stable Steel Structure of buckling type |
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CN108035440A (en) * | 2017-10-27 | 2018-05-15 | 西安建筑科技大学 | A kind of assembled Self-resetting Column Joint with Wedge device |
CN207405771U (en) * | 2017-11-12 | 2018-05-25 | 青岛义和钢构有限公司 | A kind of assembled architecture steel structure module combining structure |
CN108204041A (en) * | 2018-01-31 | 2018-06-26 | 盐城工业职业技术学院 | Construction steel structure attachment device and connection structure |
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CN112922149A (en) * | 2021-01-29 | 2021-06-08 | 李婷 | Assembled integrated steel construction for building |
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