CN105133725A - Manufacturing method of steel structure building and steel structure building - Google Patents
Manufacturing method of steel structure building and steel structure building Download PDFInfo
- Publication number
- CN105133725A CN105133725A CN201510541882.7A CN201510541882A CN105133725A CN 105133725 A CN105133725 A CN 105133725A CN 201510541882 A CN201510541882 A CN 201510541882A CN 105133725 A CN105133725 A CN 105133725A
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- main frame
- wallboard
- steel building
- connecting portion
- steel
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Abstract
The invention provides a manufacturing method of a steel structure building and the steel structure building. The problems that due to the unreasonable construction mode and structure, a steel structure building in the prior art is wholly damaged, and normal use is affected are solved. The method includes the steps that firstly, a main frame structure is connected; secondly, floor manufacturing is conducted on the main frame structure, and a main structure is formed; thirdly, connecting parts are arranged on the main frame; fourthly, wallboards are connected to the set connecting parts; fifthly, sealing and fixing operation is conducted at the joints of the wallboards and the main frame. The steel structure building comprises the main frame for supporting, multiple floors arranged on the main frame, the connecting parts arranged on the main frame, and the wallboards. The main frame comprises multiple vertical columns and multiple cross beams. The wallboards and the connecting parts are connected in a clamped mode through multiple connecting pieces, and the connecting pieces are hinged to the wallboards. The phenomenon of damage to the wallboards in the following use process is avoided through the manufacturing method of the steel structure building and the steel structure building.
Description
Technical field
The present invention relates to building field, refer to a kind of preparation method and steel building of steel building especially.
Background technology
Steel building possesses to be saved the engineering time, by seasonal effect, increases residence space usable floor area, reduces building waste and environment pollution, constructional materials can reuse, can promote that the development of building material industry, anti-seismic performance are good, are easy to transformation, flexible, intensity is high and from features such as heavy and lights; Steel building has progressively been captured building in market segment;
Steel building of the prior art comprises main frame part (comprise column and crossbeam belongs to yielding structure) and wallboard (belonging to on-deformable structure), unreasonable due to construction method and structure, cause after connection completes, main frame part can produce distortion along with the mechanical periodicity of time and load-carrying, and wallboard is together out of shape because himself characteristic can not follow main frame while main frame part distortion, therefore cause while main frame part distortion, panel segment causes damage, and then cause the destruction of steel building entirety, have a strong impact on normal use.
Summary of the invention
The present invention proposes a kind of preparation method and steel building of steel building, solves unreasonable due to construction method and structure of steel building in prior art, causes steel building entirety to destroy, the normal problem used of impact.
Technical scheme of the present invention is achieved in that
A preparation method for steel building, comprises the steps:
S1: connect main frame structure;
S2: carry out floor making in main frame structure, forms agent structure;
S3: connecting portion is set on main frame;
S4: connecting portion wallboard being connected to setting;
S5: carry out wallboard and main frame junction seals fixing operation.
As further technical scheme, S1 step comprises:
S11: utilize some columns that the vertical portion of vertical direction is set;
S22: utilize some crossbeams to be placed between some columns, be connected to form the horizontal component of horizontal direction.
Preferably, described S2 step is specially: inside placing of concrete to main frame, makes concrete form floor.
Preferably, described S3 step is specially: be welded on main frame by connecting portion.
Preferably, described S3 step is specially: be embedded in floor by connecting portion.
As further technical scheme, S4 step comprises:
S41: connector and wallboard are carried out hinged;
S42: hung by lifting gear and get connector wallboard is promoted, and by the clamping of connector and main frame, make wallboard be placed on main frame;
S43: by the lifting gear band follower link adjustment position of wallboard on main frame.
Also disclose a kind of steel building utilizing the preparation method of steel building to make in the present invention, comprising:
For carrying out the main frame supported, comprise some columns and some crossbeams;
Some floors, are arranged on main frame;
Connecting portion, is arranged on main frame;
Some wallboards, by some connectors and connecting portion clamping, and some connectors and some wallboards hinged.
Preferably, connecting portion is L-type steel.
Preferably, some crossbeams are H profile steel.
Preferably, wallboard side is provided with groove, and opposite side is provided with projection, and the spacing between adjacent wall board is 8cm ~ 10cm.
The steel building that technical solution of the present invention is completed by the preparation method of steel building is rational in infrastructure, and the position of wallboard can be adjusted in the process made, improve the degree of accuracy after wallboard installation, make whole manufacturing process reasonable, and then while increasing work efficiency, ensure that the reasonability making the steel building connected, avoid occurring in follow-up use procedure the phenomenon that wallboard damages;
Steel work in the present invention is by rational layout and rational annexation, make the steel building after having connected can when main frame is out of shape, wallboard is rotated under the effect of connecting portion, makes wallboard change angle, and then avoid the process deadlight due to main frame distortion to damage;
And be provided with certain distance between adjacent wall board in the present invention, and then make wallboard can not cause damage because of narrow space after rotation.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the flow chart of the preparation method of a kind of steel building of the present invention;
Fig. 2 is the flow chart of S1 step;
Fig. 3 is the flow chart of S4 step;
Fig. 4 is the perspective view of steel building;
Fig. 5 is the structure enlarged diagram of part A in Fig. 4;
Fig. 6 is the connection status structure for amplifying schematic diagram of wallboard and connector.
In figure:
1, main frame; 11, column; 12, crossbeam; 2, floor; 3, connecting portion; 4, wallboard; 41, groove; 42, protruding; 5, connector.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
As Figure 1-3, the present invention proposes a kind of preparation method of steel building, comprise the steps:
Connect main frame 1 structure, concrete in the present invention:
Some columns 11 are utilized to connect the vertical portion of vertical direction, here according to the designing requirement of steel building, carry out the setting of column 11 position, certainly for ensureing that balance column 11 is divided into the mode of some rows anyhow to connect, distance between adjacent upright posts 11 in horizontally-arranged is equal, column 11 in vertical setting of types, apart from equal, can ensure can bear identical power between column 11 like this;
Be placed between some columns 11 when utilizing some crossbeams 12 after column 11 has connected, be connected to form the horizontal component of horizontal direction, wherein, the two ends of crossbeam 12 are all connected with column 11, crossbeam 12 can be connected with column 11 by the mode of welding, but consider the efficiency of dismounting, in the present invention, preferred crossbeam 12 is connected by fixtures such as bolts with column 11, while such guarantee dismounting efficiency, the integrality of crossbeam 12 and column 11 when can ensure that follow-up secondary uses; Middle cross beam 12 of the present invention preferably uses H profile steel, and after being connected with column 11, two side channels of H profile steel are placed in the both sides of horizontal plane respectively;
Main frame 1 carries out floor 2 make, form agent structure, concrete placing of concrete is to (the side on some H profile steel top, main frame 1 top, concrete with H profile steel center support sheet for cut-point, here concrete is arranged on the side of H profile steel top one, concrete is towards the inner side edge of the overall inner side of main frame 1), concrete is made to form floor 2, in the present invention when carrying out floor 2 and arranging, reinforcing rib can be provided with in floor 2, namely pouring position can be prepended at placing of concrete in the process of placing of concrete, like this can the intensity of guarantee floor 2 after completing,
Connecting portion 3 is arranged on the body construction, wherein,
After concrete floor slab placement completes, connecting portion 3 can be separately positioned on main frame 1, and by welding mode and main frame 1 be fixed; After welding is completed, connecting portion 3 forms guide rail, so that follow-up wallboard 4 adjustment uses;
When floor 2 is built, or build rear unhardened before, can also connecting portion 3 be placed in concrete, connecting portion 3 is embedded in concrete, and then make connecting portion 3 form guide rail, so as follow-up wallboard 4 adjust use;
Which kind of no matter all need connecting portion 3 and agent structure to be fixed by mode, in the present invention, connecting portion 3 is L-type steel, L-type steel can be divided into the vertical wing on the horizontal tail in horizontal direction and vertical direction, when being connected with agent structure, by the mode of welding horizontal tail and agent structure (concrete is crossbeam 12) be fixed to be connected, when connecting portion 3 being fixed with agent structure by pre-buried mode, that horizontal tail is placed in floor 2, make floor after curing, horizontal tail is defined in floor; After connecting portion 3 is fixing, its vertical wing is normal guide rail then, carries out the support of wallboard 4 on the one hand, carries out the adjustment of wallboard 4 on the other hand;
Wallboard 4 is connected to the connecting portion 3 of setting, in the process that wallboard 4 is installed, has following operation:
Connector 5 and wallboard 4 are carried out hinged, by bolt etc. by hinged to connector 5 and wallboard 4, certainly for ensure can with connector 5 for fulcrum rotates at follow-up use procedure deadlight 4, connection chamber can be set in wallboard 4 in the present invention, be placed in connection chamber by connection chamber and bolt etc., and in follow-up use procedure, under the effect of bolt and connection chamber, wallboard 4 is rotated;
After connector 5 completes with wallboard 4 is hinged, hung by lifting gear and get connector 5 wallboard 4 is promoted, and by the clamping (concrete connector 5 be connected to the vertical wing of L-type steel on) of connector 5 with main frame 1, make wallboard 4 be placed on main frame 1;
Certainly after connector 5 snaps fit onto main frame 1, differ and be decided to be assigned address in position, therefore the position of wallboard 4 on main frame 1 can be adjusted by lifting gear band follower link 5, time in the process adjusted, connector 5 is stuck on main frame 1 all the time, on the one hand wallboard 4 is avoided to come off main frame 1 by connector 5 and the part clamping of main frame 1, using main frame 1 as guiding, and then the adjustment to wallboard 4 position can be realized on the other hand;
After wallboard 4 is placed in assigned address, need to carry out wallboard 4 and seal fixing operation with main frame 1 junction, here for carrying out concrete casting operation, make to be fixed wallboard 4 while the part 5 that is sealedly and fixedly connected, preferably concrete pouring is carried out to the space (space existed between floor and wallboard) between connecting portion 3 and agent structure in the present invention, and a part for connector 5 is in this space, completing rear connectors 5 in pouring like this can be watered and be filled in concrete;
After the connection of certain above-mentioned wallboard 4 needs repeated multiple times operation, wallboard 4 is all placed in or concreting operation is being carried out to the space between connecting portion 3 and main frame 1 after reaching the needs of use.
As Figure 4-Figure 6, also disclose a kind of steel building utilizing the preparation method of steel building to make in the present invention, comprising:
Main frame 1 comprises some columns 11 and some crossbeams 12; Crossbeam 12 is arranged between adjacent upright posts 11, and then makes column 11 form braced structures with crossbeam 12; And some support units are formed under the cooperation of crossbeam 12 and column 11; In the present invention, some crossbeams 12 of preferred choosing are H profile steel, and after being connected with column 11, the side channel of H profile steel both sides is placed in the both sides of horizontal plane, distinguish main frame 1 inside and main frame 1 outside like this;
Some floors 2 are arranged on main frame 1, concrete arranges main frame 1 inside, namely with on the crossbeam 12 of crossbeam 12 side (inside main frame 1), the floor 2 in the present invention is formed by concreting by said method, and floor 2 inside is provided with some reinforcing ribs;
Connecting portion 3 is arranged on main frame 1, preferred connecting portion 3 is L-type steel, L-type steel is divided into horizontal tail and the vertical wing, be connected with main frame 1 (being in the H profile steel of the outside side of main frame 1) by horizontal tail in the process connected, in the present invention, connecting portion 3 can be connected with main frame 1 by the mode of welding, the mode that certainly connecting portion 3 can be embedded in floor 2 is arranged, and concrete determines according to the service condition of reality; This is limited no longer further;
Some wallboards 4 are by some connectors 5 and connecting portion 3 clamping, and some connectors 5 are hinged with some wallboards 4, before wallboard 4 is arranged, need connector 5 and wallboard 4 to be fixed, afterwards by the operation of lifting gear to connector 5, realize wallboard 4 to be placed in connecting portion 3, concrete carries out clamping by connector 5 and the vertical wing of L-type steel, deadlight 4 side of the present invention is provided with groove 41, opposite side is provided with protruding 42, when carrying out the arranging of wallboard 4, by lifting gear, wallboard 4 is adjusted at the enterprising line position of the vertical wing, make the distance between wallboard 4, concrete needs to be placed in groove 41 because of protruding 42, then this distance be protruding 42 end face and groove 41 bottom distance be 8cm ~ 10cm, like this when the follow-up distortion occurring main frame 1, wallboard 4 can with connector 5 for fulcrum rotates, and rotation can be rotated within the scope of above-mentioned distance and 8cm ~ 10cm, avoid the extruding between wallboard 4 and wallboard 4, wallboard 4 is caused to damage.
The steel building that technical solution of the present invention is completed by the preparation method of steel building is rational in infrastructure, and the position of wallboard 4 can be adjusted in the process made, improve the degree of accuracy after wallboard 4 installation, make whole manufacturing process reasonable, and then while increasing work efficiency, ensure that the reasonability making the steel building connected, avoid occurring in follow-up use procedure the phenomenon that wallboard 4 damages;
Steel work in the present invention is by rational layout and rational annexation, make the steel building after having connected can when main frame 1 is out of shape, body of wall is rotated under the effect of connecting portion 3, make wallboard 4 change angle, and then avoid the process deadlight 4 be out of shape due to main frame 1 to damage;
And be provided with certain distance between adjacent wall board 4 in the present invention, and then make wallboard 4 can not cause damage because of narrow space after rotation.
These are only preferred embodiment of the present invention, not in order to limit the present invention, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. a preparation method for steel building, is characterized in that, comprises the steps:
S1: connect main frame structure;
S2: carry out floor making in main frame structure, forms agent structure;
S3: connecting portion is set on main frame;
S4: connecting portion wallboard being connected to setting;
S5: carry out wallboard and main frame junction seals fixing operation.
2. the preparation method of steel building as claimed in claim 1, it is characterized in that, described S1 step comprises:
S11: utilize some columns that the vertical portion of vertical direction is set;
S22: utilize some crossbeams to be placed between some columns, be connected to form the horizontal component of horizontal direction.
3. the preparation method of steel building as claimed in claim 1, it is characterized in that, described S2 step is specially:
Inside placing of concrete to main frame, concrete is made to form floor.
4. the preparation method of steel building as claimed in claim 1, it is characterized in that, described S3 step is specially:
Connecting portion is welded on main frame.
5. the preparation method of steel building as claimed in claim 1, it is characterized in that, described S3 step is specially:
Connecting portion is embedded in floor.
6. the preparation method of steel building as claimed in claim 1, it is characterized in that, described S4 step comprises:
S41: connector and wallboard are carried out hinged;
S42: hung by lifting gear and get connector wallboard is promoted, and by the clamping of connector and main frame, make wallboard be placed on main frame;
S43: by the lifting gear band follower link adjustment position of wallboard on main frame.
7. the steel building utilizing the preparation method of the steel building as described in any one of claim 1-6 to make, is characterized in that, comprising:
For carrying out the main frame supported, comprise some columns and some crossbeams;
Some floors, are arranged on described main frame;
Connecting portion, is arranged on described main frame;
Some wallboards, by some connectors and some described connecting portion clampings, and some described connectors and some described wallboards hinged.
8. steel building as claimed in claim 7, it is characterized in that, described connecting portion is L-type steel.
9. steel building as claimed in claim 7, it is characterized in that, some described crossbeams are H profile steel.
10. steel building as claimed in claim 7, it is characterized in that, described wallboard side is provided with groove, and opposite side is provided with projection, and the spacing between adjacent described wallboard is 8cm ~ 10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510541882.7A CN105133725A (en) | 2015-08-31 | 2015-08-31 | Manufacturing method of steel structure building and steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510541882.7A CN105133725A (en) | 2015-08-31 | 2015-08-31 | Manufacturing method of steel structure building and steel structure building |
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| Publication Number | Publication Date |
|---|---|
| CN105133725A true CN105133725A (en) | 2015-12-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510541882.7A Pending CN105133725A (en) | 2015-08-31 | 2015-08-31 | Manufacturing method of steel structure building and steel structure building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759864A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house |
| CN107476423A (en) * | 2017-08-01 | 2017-12-15 | 深圳海龙建筑科技有限公司 | The assembling method of steel building |
| CN108049659A (en) * | 2017-12-07 | 2018-05-18 | 云南省设计院集团 | A kind of assembling type steel structure public lavatory |
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| CN204401800U (en) * | 2015-01-14 | 2015-06-17 | 北京建筑大学 | Gas concrete built-in fitting node |
| CN204590317U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of steel work exterior wall insulated structure and use the house of this structure |
| CN204590326U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of wallboard erects dress syndeton and uses the house of this structure |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN203924412U (en) * | 2014-01-24 | 2014-11-05 | 无锡泛亚环保科技有限公司 | A kind of steel interconnection system wood cement board body of wall |
| CN204401800U (en) * | 2015-01-14 | 2015-06-17 | 北京建筑大学 | Gas concrete built-in fitting node |
| CN204590317U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of steel work exterior wall insulated structure and use the house of this structure |
| CN204590326U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | A kind of wallboard erects dress syndeton and uses the house of this structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759864A (en) * | 2016-11-23 | 2017-05-31 | 广州电力机车有限公司 | A kind of modularization steel house |
| CN107476423A (en) * | 2017-08-01 | 2017-12-15 | 深圳海龙建筑科技有限公司 | The assembling method of steel building |
| CN108049659A (en) * | 2017-12-07 | 2018-05-18 | 云南省设计院集团 | A kind of assembling type steel structure public lavatory |
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Effective date of abandoning: 20181109 |