CN103410353A - Garage steel framework and installation process - Google Patents
Garage steel framework and installation process Download PDFInfo
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- CN103410353A CN103410353A CN2013103674410A CN201310367441A CN103410353A CN 103410353 A CN103410353 A CN 103410353A CN 2013103674410 A CN2013103674410 A CN 2013103674410A CN 201310367441 A CN201310367441 A CN 201310367441A CN 103410353 A CN103410353 A CN 103410353A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 94
- 239000010959 steel Substances 0.000 title claims abstract description 94
- 238000011900 installation process Methods 0.000 title abstract 2
- 238000000034 method Methods 0.000 claims description 20
- 239000000758 substrate Substances 0.000 claims description 17
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims description 4
- 235000011613 Pinus brutia Nutrition 0.000 claims description 4
- 241000018646 Pinus brutia Species 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 20
- 238000005516 engineering process Methods 0.000 description 5
- 230000035807 sensation Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 206010057855 Hypotelorism of orbit Diseases 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001915 proofreading effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007514 turning Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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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
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
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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
- E04B2001/2415—Brackets, gussets, joining plates
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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
- E04B2001/2454—Connections between open and closed section profiles
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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
- E04B2001/2466—Details of the elongated load-supporting parts
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a garage steel framework, comprising a garage steel framework unit, wherein the garage steel framework unit comprises a crossbeam module and a plurality of uprights; a first connecting part is arranged on each upright; a second connecting part is arranged at each vertex of the crossbeam module; the second connecting part is connected with the first connecting part so that the crossbeam module is fixedly connected between the plurality of uprights. The invention also discloses an installation process which comprises the following steps: loosely fixing the plurality of uprights on a horizontal base plane in such a manner that the distance between every two uprights is matched with the crossbeam module of the garage steel framework; correcting the uprights by using a clamp module and fastening the uprights on the horizontal base plane; hoisting the crossbeam module and connecting the crossbeam module to the uprights; and correcting the uprights again after the crossbeam module is assembled for a plurality of times. According to the invention, the prefabricated crossbeam module is hoisted as a whole and directly placed between the plurality of uprights, and the first and second connecting parts are just installed and connected together; the garage steel framework is simple in structure, convenient to install and high in installation accuracy.
Description
Technical field
The present invention relates to the garage tools field, relate in particular to a kind of garage steel framework and mounting process.
Background technology
On existing market, the structure of multi-storied garage steel framework and traditional architecture steel structure frame is all the same with assembling process, be generally the first segment of many columns fixing on basic installing plate, just again a rule crossbeam is arranged on the junction plate of column, then by fixture, described many columns and crossbeam are being fixed, finally on the frame plane that crossbeam forms, are laying equipment such as carrying the car device.
On the steel work specialty, the connecting portion of crossbeam and column is commonly called as " node ".Node because of needs bear crossbeam in the horizontal direction with the power of above-below direction, generally by a main junction steel plate vertical with the column axis, be welded on the column surface, below main junction steel plate and between column, be welded with gusset, above main junction steel plate and between column, be welded with an auxiliary junction steel plate.On main junction steel plate and auxiliary junction steel plate, all have the hole that several are connected for screw.The cross beam water yaw is placed on main junction steel plate, with main junction steel plate, is connected with bolt with auxiliary junction steel plate respectively.Main junction steel plate and auxiliary junction steel plate mainly bear crossbeam power in the horizontal direction, and gusset bears the power of crossbeam above-below direction as support.
From mechanical property, surface-treated convenience and the weight etc. of material structure, consider, the crossbeam of general steel framework is mostly to adopt " H " shape shaped steel to make, the an angle of 90 degrees of turning round during installation, below with the main junction plate of node in succession, middle pectoral plate is connected with auxiliary junction plate.During installation, must first be placed on main junction plate, then horizontal shifting sticks auxiliary junction plate, if can interfere with auxiliary junction plate on node during integral hoisting, so once can only install one.
The precision of steel framework depends primarily on the machining accuracy of the gusset plate manufacture of column and welding precision, crossbeam, is exactly on-the-spot installation accuracy in addition.The gusset plate welding of column and the processing of crossbeam are all to complete in factory, and the accuracy of manufacture of this part can obtain by frock clamp the assurance of certain precision.But, when the first segment column is installed on the basis of building-site, be difficult to the control position error.While for fear of crossbeam, installing, bolt hole, to not going up, often all amplifies the 3mm left and right by the junction plate on node and the bolt hole on crossbeam, will cause like this installation accuracy of steel structure to descend, thereby affects the installation of garage tools.
So, adopt the garage steel framework major defect of traditional approach to have: while because of crossbeam, installing, must move horizontally near the auxiliary junction plate on node, so can not first make integral module installs from top to bottom, can only a rule install one by one, process is complicated, installation effectiveness is low, and installation accuracy is not high.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of garage steel framework that can meet force request, can improve again installation effectiveness, and a kind of mounting process that can improve garage steel framework installation accuracy also is provided simultaneously.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is: a kind of garage steel framework is provided, comprises at least one steel framework unit, parking stall, steel framework unit, described parking stall comprises many root posts of one deck crossbeam module and supporting traverse module at least;
On every described column, be provided with at least one first connecting portion, the height of described the first connecting portion on each root post is corresponding;
Each place, summit of described crossbeam module is provided with second connecting portion corresponding with the first connecting portion on described column, and described the second connecting portion is connected with the first connecting portion, described crossbeam module is fixedly connected between many root posts.
Wherein, steel framework unit, described parking stall is more than two, and described parking stall is connected between steel framework unit, and shares at least one root post between steel framework unit, every two described parking stalls.
Wherein, the first connecting portion on every described column be distribute up and down more than two.
Wherein, described the first connecting portion comprises boss, and described boss extends radially out along column.
Wherein, described the first connecting portion also comprises brace, and described brace is arranged on the top of boss and distributes along column axis direction annular space.
Wherein, described crossbeam module comprises many side bars, and described the second connecting portion has the binding face suitable with described brace, and each summit of described crossbeam module is supported on corresponding boss, and described binding face is fixedly connected with described brace.
Wherein, described crossbeam module comprises many side bars, and described the second connecting portion has the gap suitable with described brace, and each summit of described crossbeam module is supported on corresponding boss, and described brace is fixedly connected in described gap.
Wherein, described the first connecting portion also comprises junction plate, described junction plate is arranged on the top of boss and distributes along column axis direction annular space, described junction plate comprises substrate, on described substrate two ends, be provided with to the kink of same direction bending, described substrate is connected on described column by the kink at two ends.
Wherein, described crossbeam module comprises many side bars, and described the second connecting portion has the auxiliary binding face vertical with the side bar length direction, and described auxiliary binding face and described substrate are suitable, each summit of described crossbeam module is supported on corresponding boss, and described auxiliary binding face is fixedly connected with described substrate.
The invention has the beneficial effects as follows: be different from prior art, garage of the present invention steel framework, many side bars are made into to the crossbeam module, then the polygon block diagram is positioned between the many root posts that set in advance, and directly be connected with the second connecting portion that is arranged on the side bar end by the first connecting portion arranged on column, this structure does not need every side bar is installed separately, the crossbeam module whole that only needs to make is in advance sling, directly place between many root posts to install to connect and get final product, simple in structure compared to existing technology, greatly reduced complicated working programme, install simple, improved operating efficiency.
In addition, on described crossbeam module also can by supporting with it garage tools, lighting apparatus and fire fighting equipment etc. in advance integrated installation in module, more reduce the installation workload of building-site, improve installation effectiveness.
The present invention also provides the mounting process of a kind of garage steel framework, comprises the steps:
A) many root posts pine is fixed on horizontal basal plane, the distance between column is suitable with garage steel truck transom module;
B) put into fixture module column and proofread and correct, and column is tightly fixed on horizontal basal plane;
C) the crossbeam module is sling, and be connected with the first connecting portion on column by the second connecting portion on the crossbeam module;
D) after repeatedly assembling the crossbeam module, with the fixture module again column proofread and correct.
Wherein, the size of described fixture module is identical with the crossbeam module size, and this fixture module comprises framework, and the place, summit of described framework is provided with alignment pin, is provided with the locating hole suitable with described alignment pin on described the first connecting portion; Perhaps, place, the summit of described framework is provided with locating hole, is provided with the alignment pin suitable with described locating hole on described the first connecting portion.
The invention has the beneficial effects as follows: be different from prior art, the present invention used fixture module column to proofread and correct before the crossbeam module is installed, with respect to prior art, mode by screw expansion, the present invention can make the crossbeam module of installing installation accuracy higher, and, after the crossbeam module repeatedly is installed, can reuse the method for this correction, the method is convenient, fast, and the column precision after correction is high.
The accompanying drawing explanation
Fig. 1 is the structural representation of the first embodiment of the present invention;
Fig. 2 is the enlarged drawing of A section in Fig. 1;
Fig. 3 is the Local map of Fig. 1;
Fig. 4 is the enlarged drawing of the B section of Fig. 3;
Fig. 5 is the sectional view of the side bar end of the first embodiment of the present invention;
Fig. 6 is the structural representation of the second embodiment of the present invention;
Fig. 7 is the enlarged drawing of C section in Fig. 6;
Fig. 8 is the Local map of Fig. 6;
Fig. 9 is the enlarged drawing of the D section of Fig. 8;
Figure 10 is the sectional view of the side bar end of the second embodiment of the present invention;
Figure 11 is the structural representation of the third embodiment of the present invention;
Figure 12 is the enlarged drawing of E section in Figure 11;
Figure 13 is the Local map of Figure 11;
Figure 14 is the F section enlarged drawing of Figure 13;
Figure 15 is the structure chart of the side bar end of the third embodiment of the present invention;
Figure 16 is the structural representation of the junction plate of the third embodiment of the present invention;
Figure 17 is the structural representation of the present invention while installing.
Label declaration:
1, crossbeam module; 11, side bar; 111, U-steel; 111a, 111c, foot; 111b, waist; 112, H shaped steel; 112a, upper plate; 112b, web; 112c, lower plate; 113, H shaped steel; 113a, upper plate; 113b, web; 113c, lower plate; 113d, auxiliary brace; 12, contiguous block; 13, connector; 14, crossbeam; 2, column; 21, boss; 22, brace; 22 ', junction plate; 100, substrate; 101, kink; 200, fixture module; 300, basal plane.
The specific embodiment
By describing technology contents of the present invention, structural feature in detail, being realized purpose and effect, below in conjunction with embodiment and coordinate accompanying drawing to be explained in detail.
Fig. 1 is the first embodiment of the present invention, after being mainly used in laying the plate face, this garage steel framework parks cars, this garage steel framework comprises steel framework unit, each steel framework unit comprises many root posts 2 and crossbeam module 1, side bar 11 quantity of crossbeam module 1 are corresponding with the quantity of many root posts 2, this crossbeam module 1 is connected between many root posts 2, between every two steel frameworks, shares a column 2, finally surrounds an annular (not shown).Intelligible, in some other embodiment, also can share two root posts between each steel framework unit, for example two steel framework unit are placed side by side.In the present embodiment, together consult Fig. 3, described crossbeam module 1 is frame structure, and described framework comprises the four edges beam; Described many root posts 2 comprise four columns.Understandably, in some other embodiment, this column 2 and side bar 11 also can be other many and many, and column as corresponding as five limits, hexagon etc. is five, the six roots of sensation etc.
Together consult Fig. 2, on column, be provided with the first connecting portion, this first connecting portion comprises boss 21 and brace 22, and this boss 21, for along column, to extend radially out, arranges brace 22 above boss 21; In the present embodiment, brace 22 is to arrange along column 2 axis direction annular space, and on brace 22, offer the 3rd screw, on boss 21, offer the first screw, below boss 21, also be provided with gusset, this gusset is strengthened the holding capacity of boss 21, and the boss 21 on every root post 2 and the height of brace 22 are corresponding, after guaranteeing that column 2 stands surely, but crossbeam module 1 level is installed.
Together consult Fig. 4, Fig. 5, this crossbeam module 1 comprises side bar 11, at the place, summit of crossbeam module 1, be provided with the second connecting portion with the first connecting portion adaptation, this second connecting portion has the binding face suitable with brace 22, this crossbeam module 1 each summit is supported on corresponding boss 21, binding face is fixedly connected with brace 22, also is provided with connector 13 11 of side bars.In the present embodiment, this side bar 11 comprises two U-steels 111, every channel-section steel comprises the 111a of foot, 111c and waist 111b, article two, the waist 111b of described U-steel 111 relatively and leave gap and form described the second connecting portion, the thickness of the width in this gap and brace 22 is suitable, article two, between U-steel 111, realize connecting by contiguous block 12, and on the 111c of foot, be provided with second screw corresponding with the first screw, and offer four screw corresponding with the 3rd screw at waist 111b, brace 22 is plugged in gap, the end portion supports of every U-steel 111 is on described boss 21, by first, the second screw and the 3rd, the connection of the 4th screw completes the fixing of crossbeam module.
The mounting process of this garage steel framework, comprise the steps:
Step a), and together consult Figure 17, many root post 2 pines are fixed on horizontal basal plane 300, the distance between column 2 is suitable with crossbeam module 1; In the present embodiment, basal plane 300 is a basal plane 300 of laying in advance, according to certain rule, is provided with the column installation position on basal plane 300, column is installed respectively on the column installation position, in the present embodiment, the column installation position is annular arranges, and the bottom of this column 2 arranges footing, on footing, offer installing hole, at installing hole, load onto bolt, on bolt, screw on nut, and be fixed, but now nut wants pine fixing, does not tighten.
Step b) is put into fixture module 200 columns and is proofreaied and correct, and column 2 is tightly fixed on horizontal basal plane 300; The size of this fixture module 200 and crossbeam module 1 are measure-alike, and this fixture module 200 comprises framework, and the place, summit of framework is provided with alignment pin, on the first connecting portion, is provided with the locating hole suitable with this alignment pin; Perhaps, place, the summit of described framework is provided with locating hole, on the first connecting portion, is provided with the alignment pin suitable with locating hole.This fixture module 200 is set, is mainly used in proofreading and correct the distance between column 2, the crossbeam module 1 inconvenience installation that prevents hypotelorism or excessively far cause, understandably, also can arrange locating hole or alignment pin on the crossbeam module, substitute fixture module 200.
Step c) is sling crossbeam module 1, and is connected with the first connecting portion on column 2 by the second connecting portion on crossbeam module 1; During lifting, 1 integral hoisting of crossbeam module is vertically put into from top on the node of column, the integral hoisting process not can with boss 21 on upper junction plate 22 ' or brace 22 interfere.
After step d) is repeatedly assembled crossbeam module 1, with fixture module 200 again column proofread and correct.When crossbeam module 1 is installed, column 2 can splice according to the differing heights demand, be specially by inner sleeve and splice and fix, after repeatedly assembling crossbeam module 1, or find that crossbeam module 1 is equipped with at need, by fixture module 200, carry out the column correction again, crossbeam module 1 can be installed all the time smoothly.
The present invention used fixture module column to proofread and correct before the crossbeam module is installed, with respect to prior art, mode by screw expansion, the present invention can make the crossbeam module of installing installation accuracy higher, and after the crossbeam module repeatedly is installed, can reuse the method for this correction, the method is convenient, fast, and the column precision after correction is high.
Fig. 6 is the second embodiment of the present invention, this garage steel framework mainly comprises steel framework unit, each steel framework unit comprises many root posts 2 and crossbeam module 1, the side bar quantity of crossbeam module 1 is corresponding with the quantity of many root posts 2, this crossbeam module 1 is connected between many root posts 2, between every two steel frameworks, share a column 2, finally surround an annular (not shown).Intelligible, in some other embodiment, also can share two root posts between each steel framework unit, for example two steel framework unit are placed side by side.Together consult Fig. 8, in the present embodiment, described crossbeam module 1 is the rectangle framework, and described rectangle framework comprises the four edges beam; Described many root posts 2 comprise four columns.Understandably, in some other embodiment, this column and side bar also can be other many and many, and column as corresponding as five limits, hexagon etc. is five, the six roots of sensation etc.
Together consult Fig. 7, on this column, be provided with the first connecting portion, this first connecting portion comprises boss 21 and brace 22, and this boss 21, for along column, to extend radially out, arranges brace 22 above boss 21; In the present embodiment, brace 22 is to arrange along column 2 axis direction annular space, and on brace 22, offer the 3rd screw, on boss 21, offer the first screw, below boss 21, also be provided with gusset, this gusset is strengthened the holding capacity of boss 21, and the boss 21 on every root post 2 and the height of brace 22 are corresponding, after guaranteeing that column 2 stands surely, but crossbeam module 1 level is installed.
Together consult Fig. 9, Figure 10, this crossbeam module 1 comprises that side bar 11, the second connecting portions have the gap suitable with described brace, and this crossbeam module 1 each summit is supported on corresponding boss, brace 22 is inserted in gap and is fixedly connected with, and in the side bar setting, connects in addition the connector 13 of side bar 11.In the present embodiment, this side bar is H shaped steel 112, this H shaped steel 112 comprise upper plate 112a, lower plate 112c and be connected to upper plate 112a and lower plate 112c between web 112b; The upper plate 112a of web 112b mono-side of the end of this H shaped steel 112 and lower plate 112c cut and form the second connecting portion, and on the lower plate 112c of H shaped steel 112, offer second screw corresponding with the first screw, on the web of H shaped steel, offer four screw corresponding with the 3rd screw.The end portion supports of every described H shaped steel 112 is on described boss 21, and the connection by first, second screw and the 3rd, the 4th screw completes the fixing of crossbeam module.
The mounting process of this garage steel framework, comprise the step identical with embodiment 1, repeats no more herein.
Embodiment 3
Figure 11 is the third embodiment of the present invention, this garage steel framework mainly comprises steel framework unit, each steel framework unit comprises many root posts 2 and crossbeam module 1, side bar 11 quantity of crossbeam module 1 are corresponding with the quantity of many root posts 2, this crossbeam module 1 is connected between many root posts 2, between every two steel frameworks, share a column 2, finally surround an annular (not shown).Intelligible, in some other embodiment, also can share two root posts between each steel framework unit, for example two steel framework unit are placed side by side.Together consult Figure 13, in the present embodiment, described crossbeam module 1 is the rectangle framework, and described rectangle framework comprises the four edges beam; Described many root posts 2 comprise four columns.Understandably, in some other embodiment, this column and side bar also can be other many and many, and column as corresponding as five limits, hexagon etc. is five, the six roots of sensation etc.
Together consult Figure 12, on this column, be provided with the first connecting portion, this first connecting portion comprise boss 21 and junction plate 22 ', this boss 21 is for to extend radially out along column, above boss 21, be provided with junction plate 22 '; Boss 21 on every root post 2 and junction plate 22 ' height corresponding, with guarantee column 2 vertical steady after, but crossbeam module 1 level is installed.In the present embodiment, junction plate 22 ' be to arrange along column axis direction annular space.Together consult Figure 16, this junction plate 22 ' comprise substrate 100, on substrate 100 two ends, be provided with to the kink 101 of same direction bending, this substrate 100 is connected on column 2 by the kink 101 at two ends, and junction plate 22 ' substrate 100 on offer the 3rd screw, on boss 21, offer the first screw.
Together consult Figure 14, this crossbeam module 1 comprises many side bars 11, and the summit of crossbeam module 1 place is provided with the second connecting portion with the first connecting portion adaptation, on this second connecting portion, have auxiliary binding face vertical with side bar 11 length directions, auxiliary binding face and substrate 100 are suitable, crossbeam module 1 each summit is supported on corresponding boss 21, and auxiliary binding face is fixedly connected with substrate 100, between side bar 11, also is provided with connector 13; Together consult Figure 15, in the present embodiment, this side bar is H shaped steel 113, H shaped steel 113 comprise upper plate 113a, lower plate 113c and be connected to upper plate 113a and lower plate 113c between web 113b; At the upper plate 113a of the end of described H shaped steel 113 and the auxiliary brace 113d perpendicular to web 113b between lower plate 113c, and on lower plate 113c, be provided with the second corresponding screw of the first screw, offer four screw corresponding with described the 3rd screw on auxiliary brace 113d.The end portion supports of every H shaped steel 113 is on boss 21, and the connection by first, second screw and the 3rd, the 4th screw completes the fixing of crossbeam module 1.
On this boss 21, also be provided with for the fixing alignment pin of side bar 11, this alignment pin by with connector 13 on screw coordinate the purpose that reaches fixed cross beam module 1.
Certainly, also can increase the structure that some crossbeams 14 carry out reinforcing crossmember module 1, make the intensity of crossbeam module 1 larger.
The mounting process of this garage steel framework, comprise the step identical with embodiment 1, repeats no more herein.
Comprehensive above-mentioned three embodiment, in this garage steel framework, many side bars are made into to the crossbeam module, then the polygon block diagram is positioned between the many root posts that set in advance, and directly be connected with the second connecting portion that is arranged on the side bar end by the first connecting portion arranged on column, this structure does not need every side bar is installed separately, the crossbeam module whole that only needs to make is in advance sling, directly place after many root posts part supports boss to install to connect and get final product, simple in structure compared to existing technology, greatly reduced complicated working programme, install simple, improved operating efficiency.
In addition, adopt the side bar of special section bar, increased the bulk strength of parking stall framework.
And for mounting process, before being installed, the crossbeam module use fixture module column to proofread and correct, with respect to prior art, mode by screw expansion, the present invention can make the crossbeam module of installing installation accuracy higher, and, after the crossbeam module repeatedly is installed, can reuse the method for this correction, the method is convenient, fast, and the column precision after correction is high.
The foregoing is only embodiments of the invention; not thereby limit the scope of the claims of the present invention; every equivalent structure or equivalent flow process conversion that utilizes manual of the present invention and accompanying drawing content to do; or directly or indirectly be used in other relevant technical fields, all in like manner be included in scope of patent protection of the present invention.
Claims (10)
1. a garage steel framework, is characterized in that, comprises at least one steel framework unit, parking stall, and steel framework unit, described parking stall comprises one deck crossbeam module at least and supports many root posts of described crossbeam module;
On every described column, be provided with at least one first connecting portion, the height of described the first connecting portion on each root post is corresponding;
Each place, summit of described crossbeam module is provided with second connecting portion corresponding with the first connecting portion on described column, and described the second connecting portion is connected with the first connecting portion, described crossbeam module is fixedly connected between many root posts.
2. garage according to claim 1 steel framework, it is characterized in that: steel framework unit, described parking stall is more than two, described parking stall is connected between steel framework unit, and shares at least one root post between steel framework unit, every two described parking stalls.
3. garage according to claim 1 steel framework, it is characterized in that: described the first connecting portion comprises boss, and described boss extends radially out along column.
4. garage according to claim 3 steel framework, it is characterized in that: described the first connecting portion also comprises brace, described brace is arranged on the top of boss and distributes along column axis direction annular space.
5. garage according to claim 4 steel framework, it is characterized in that: described crossbeam module comprises many side bars, described the second connecting portion has the binding face suitable with described brace, each summit of described crossbeam module is supported on corresponding boss, and described binding face is fixedly connected with described brace.
6. garage according to claim 4 steel framework, it is characterized in that: described crossbeam module comprises many side bars, described the second connecting portion has the gap suitable with described brace, and each summit of described crossbeam module is supported on corresponding boss, and described brace is fixedly connected in described gap.
7. garage according to claim 3 steel framework, it is characterized in that: described the first connecting portion also comprises junction plate, described junction plate is arranged on the top of boss and distributes along column axis direction annular space, described junction plate comprises substrate, on described substrate two ends, be provided with to the kink of same direction bending, described substrate is connected on described column by the kink at two ends.
8. garage according to claim 7 steel framework, it is characterized in that: described crossbeam module comprises many side bars, described the second connecting portion has the auxiliary binding face vertical with the side bar length direction, described auxiliary binding face and described substrate are suitable, each summit of described crossbeam module is supported on corresponding boss, and described auxiliary binding face is fixedly connected with described substrate.
9. the mounting process of a garage claimed in claim 1 steel framework, is characterized in that, comprises the steps:
A) many root posts pine is fixed on horizontal basal plane, the distance between column is suitable with the crossbeam module;
B) put into fixture module column and proofread and correct, and column is tightly fixed on horizontal basal plane;
C) the crossbeam module is sling, and be connected with the first connecting portion on column by the second connecting portion on the crossbeam module;
D) after repeatedly assembling the crossbeam module, with the fixture module again column proofread and correct.
10. the mounting process of garage according to claim 9 steel framework, it is characterized in that, the size of described fixture module is identical with the crossbeam module size, this fixture module comprises framework, the place, summit of described framework is provided with alignment pin, is provided with the locating hole suitable with described alignment pin on described the first connecting portion; Perhaps, place, the summit of described framework is provided with locating hole, is provided with the alignment pin suitable with described locating hole on described the first connecting portion.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310367441.0A CN103410353B (en) | 2013-08-21 | 2013-08-21 | Garage steel framework and mounting process |
| PCT/CN2014/088932 WO2015024537A2 (en) | 2013-08-21 | 2014-10-20 | Garage steel frame and installation technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310367441.0A CN103410353B (en) | 2013-08-21 | 2013-08-21 | Garage steel framework and mounting process |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103410353A true CN103410353A (en) | 2013-11-27 |
| CN103410353B CN103410353B (en) | 2015-09-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310367441.0A Expired - Fee Related CN103410353B (en) | 2013-08-21 | 2013-08-21 | Garage steel framework and mounting process |
Country Status (2)
| Country | Link |
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| CN (1) | CN103410353B (en) |
| WO (1) | WO2015024537A2 (en) |
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| WO2015024537A3 (en) * | 2013-08-21 | 2015-04-16 | 深圳市中科利亨车库设备有限公司 | Garage steel frame and installation technique |
| CN106545029A (en) * | 2016-01-03 | 2017-03-29 | 江西中恒地下空间科技有限公司 | A kind of underground space safely and fast construction method |
| CN106948498A (en) * | 2017-05-12 | 2017-07-14 | 中国电子科技集团公司第三十八研究所 | Node and its production method for installing multi-storied garage steel construction |
| CN107083853A (en) * | 2017-05-12 | 2017-08-22 | 中国电子科技集团公司第三十八研究所 | Modularization multi-storied garage and its installation method |
| CN107143144A (en) * | 2017-07-12 | 2017-09-08 | 中国十九冶集团有限公司 | Round multi-storied garage steel construction unit integrated installation method |
| CN107419935A (en) * | 2017-05-12 | 2017-12-01 | 卡典智能科技（北京）有限公司 | A kind of under(-)chassis of up-down cross sliding type multi-storied garage |
| CN107806264A (en) * | 2017-09-29 | 2018-03-16 | 中铁科建有限公司 | A kind of engineering method and jiffy stand of assembled jiffy stand |
| CN108060805A (en) * | 2017-10-30 | 2018-05-22 | 中建钢构有限公司 | Garage framework and installation method |
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| CN107119940A (en) * | 2017-05-11 | 2017-09-01 | 山东全得利自动泊车设备有限公司 | A kind of vertical circulation multi-storied garage main frame is mechanically integrated device and manufacture craft |
| CN106988581B (en) * | 2017-05-12 | 2022-09-23 | 安徽博微联控科技有限公司 | Steel structure stereo garage and assembling method thereof |
| CN109079374A (en) * | 2018-09-06 | 2018-12-25 | 浙江天马停车设备有限公司 | Weld the positioning mechanism of the tertiary crossbeam of lift-sliding machinery |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240745A (en) * | 1993-02-15 | 1994-08-30 | Taisei Corp | Structure of welding connection part of steel frame column/beam jointing |
| JPH08144370A (en) * | 1994-11-17 | 1996-06-04 | Artes:Kk | Joint structure of closed cross sectional steel frame column and steel frame beam |
| JP2000096706A (en) * | 1998-09-24 | 2000-04-04 | Ohbayashi Corp | Reinforcing structure of steel frame beam end |
| CN2687232Y (en) * | 2004-03-26 | 2005-03-23 | 许德斌 | Combined multi-layer parking house with steel structure |
| CN200999390Y (en) * | 2006-12-31 | 2008-01-02 | 深圳赤晓组合房屋有限公司 | Fully-assembled base station house |
| CN103140639A (en) * | 2010-05-06 | 2013-06-05 | 联合建筑有限公司 | A building structure |
| CN203452416U (en) * | 2013-08-21 | 2014-02-26 | 夏健鸣 | Garage steel framework |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1241668A (en) * | 1999-07-07 | 2000-01-19 | 王志林 | Building component for steel structure building |
| US6854238B2 (en) * | 2002-11-12 | 2005-02-15 | Alfred Boots | Structural connection system for frameworks |
| EP1605111B1 (en) * | 2004-06-10 | 2007-07-18 | Capperucci, Donatella | Modular system and joint for the construction of extensive frameworks |
| CN102089486A (en) * | 2008-07-09 | 2011-06-08 | 天空燃料有限公司 | Space frame connector |
| CN101886431A (en) * | 2010-07-12 | 2010-11-17 | 朱建华 | Connecting structure for nested composite sections |
| CN202055344U (en) * | 2011-04-22 | 2011-11-30 | 甘秀明 | Crossbeam node structure of building steel vertical pillar |
| CN102605858B (en) * | 2012-04-01 | 2014-11-12 | 杨东佐 | Building structure and construction method |
| CN102995743B (en) * | 2012-11-26 | 2014-11-05 | 北京工业大学 | Multi-high-rise assembly type steel structure system |
| CN103410353B (en) * | 2013-08-21 | 2015-09-02 | 夏健鸣 | Garage steel framework and mounting process |
| CN203640362U (en) * | 2013-12-18 | 2014-06-11 | 周凯旋 | Parking frame for stereo garage |
-
2013
- 2013-08-21 CN CN201310367441.0A patent/CN103410353B/en not_active Expired - Fee Related
-
2014
- 2014-10-20 WO PCT/CN2014/088932 patent/WO2015024537A2/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06240745A (en) * | 1993-02-15 | 1994-08-30 | Taisei Corp | Structure of welding connection part of steel frame column/beam jointing |
| JPH08144370A (en) * | 1994-11-17 | 1996-06-04 | Artes:Kk | Joint structure of closed cross sectional steel frame column and steel frame beam |
| JP2000096706A (en) * | 1998-09-24 | 2000-04-04 | Ohbayashi Corp | Reinforcing structure of steel frame beam end |
| CN2687232Y (en) * | 2004-03-26 | 2005-03-23 | 许德斌 | Combined multi-layer parking house with steel structure |
| CN200999390Y (en) * | 2006-12-31 | 2008-01-02 | 深圳赤晓组合房屋有限公司 | Fully-assembled base station house |
| CN103140639A (en) * | 2010-05-06 | 2013-06-05 | 联合建筑有限公司 | A building structure |
| CN203452416U (en) * | 2013-08-21 | 2014-02-26 | 夏健鸣 | Garage steel framework |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015024537A3 (en) * | 2013-08-21 | 2015-04-16 | 深圳市中科利亨车库设备有限公司 | Garage steel frame and installation technique |
| CN106545029A (en) * | 2016-01-03 | 2017-03-29 | 江西中恒地下空间科技有限公司 | A kind of underground space safely and fast construction method |
| CN106948498A (en) * | 2017-05-12 | 2017-07-14 | 中国电子科技集团公司第三十八研究所 | Node and its production method for installing multi-storied garage steel construction |
| CN107083853A (en) * | 2017-05-12 | 2017-08-22 | 中国电子科技集团公司第三十八研究所 | Modularization multi-storied garage and its installation method |
| CN107419935A (en) * | 2017-05-12 | 2017-12-01 | 卡典智能科技（北京）有限公司 | A kind of under(-)chassis of up-down cross sliding type multi-storied garage |
| CN106948498B (en) * | 2017-05-12 | 2023-09-19 | 安徽博微联控科技有限公司 | Node for installing stereo garage steel structure and production method thereof |
| CN107143144A (en) * | 2017-07-12 | 2017-09-08 | 中国十九冶集团有限公司 | Round multi-storied garage steel construction unit integrated installation method |
| CN107143144B (en) * | 2017-07-12 | 2019-02-22 | 中国十九冶集团有限公司 | Round stereo garage steel construction unit integrated installation method |
| CN107806264A (en) * | 2017-09-29 | 2018-03-16 | 中铁科建有限公司 | A kind of engineering method and jiffy stand of assembled jiffy stand |
| CN107806264B (en) * | 2017-09-29 | 2023-12-15 | 中铁科建有限公司 | Engineering method of assembled parking frame and parking frame |
| CN108060805A (en) * | 2017-10-30 | 2018-05-22 | 中建钢构有限公司 | Garage framework and installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2015024537A3 (en) | 2015-04-16 |
| WO2015024537A2 (en) | 2015-02-26 |
| CN103410353B (en) | 2015-09-02 |
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Effective date of registration: 20170209 Address after: 518000 Baoan District, Guangdong, the Peach Garden science and Technology Innovation Park building, room 513, Patentee after: SHENZHEN ZHONGKE LIHENG PARKING EQUIPMENT Co.,Ltd. Address before: 518000 Baoan District, Guangdong, the Peach Garden science and Technology Innovation Park building, room 513, Patentee before: Xia Jianming Patentee before: SHENZHEN ZHONGKE LIHENG PARKING EQUIPMENT Co.,Ltd. |
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Address after: 518000 C building, U, 901, Chau Shi Road, Hang Zhou community, Baoan District City, Shenzhen, Guangdong, 901 Patentee after: SHENZHEN ZHONGKE LIHENG GARAGE EQUIPMENT Co.,Ltd. Address before: 513 room 518000, main building of the Peach Garden science and Technology Innovation Park, Baoan District, Guangdong, Shenzhen Patentee before: SHENZHEN ZHONGKE LIHENG PARKING EQUIPMENT Co.,Ltd. |
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Granted publication date: 20150902 |