CN109887399B - Steel structure splicing model and splicing method thereof - Google Patents
Steel structure splicing model and splicing method thereof Download PDFInfo
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- CN109887399B CN109887399B CN201711277424.2A CN201711277424A CN109887399B CN 109887399 B CN109887399 B CN 109887399B CN 201711277424 A CN201711277424 A CN 201711277424A CN 109887399 B CN109887399 B CN 109887399B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 76
- 239000010959 steel Substances 0.000 title claims abstract description 76
- 238000000034 method Methods 0.000 title claims abstract description 32
- 238000009434 installation Methods 0.000 claims description 14
- 238000010276 construction Methods 0.000 claims description 7
- 238000010586 diagram Methods 0.000 description 7
- 238000011900 installation process Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
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Abstract
The invention provides a steel structure splicing model and an assembling method thereof. The steel structure splicing model comprises four fixing structures; the four support columns are respectively fixed on the four fixing structures; the four limiting structures are grouped in pairs, each of the four limiting structures comprises a stop lever and a second limiting block, the second limiting blocks are fixed on the supporting columns, and the stop levers are fixed at one ends of the second limiting blocks, which are far away from the supporting columns; the two beams respectively comprise a first connecting rod, a second connecting rod, a plurality of clamping grooves and a first limiting block, the two first connecting rods are respectively fixed to two non-identical groups of stop rods, the second connecting rod is fixed to the other two non-identical groups of stop rods, and the first limiting block is arranged at one end of each first connecting rod; a plurality of support structures. The steel structure splicing model provided by the invention is convenient to mount and dismount and stable in structure.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a steel structure splicing model and an assembling method thereof.
Background
With the rapid development of society and the diversification of buildings, steel structures are widely applied to the building industry, and the steel structures are structures made of steel materials and are one of main building structure types; the structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and all the members or parts are usually connected by adopting welding seams, bolts or rivets; the steel structure member connected between steel structures plays an important role in building construction, so that various parts are connected with the steel structure member into a whole in various modes such as welding, bolt connection and the like, the parts are mutually connected and restricted to form an organic whole, and the working efficiency is greatly improved.
However, the traditional spliced steel structure is limited or fixed for the first time when being welded or connected by bolts in the installation process, the steel structure beam is prevented from inclining to cause accidents through limiting equipment, meanwhile, the stress of the joint of the steel structure beam is uneven in the installation process, the steel structure is easily damaged, and the installation and the disassembly are inconvenient.
Therefore, it is necessary to provide a new steel structure splicing model and a splicing method thereof to solve the above technical problems.
Disclosure of Invention
The invention aims to provide a steel structure splicing model convenient to mount and dismount and an assembling method thereof.
In order to solve the technical problems, the invention provides a steel structure splicing model and a splicing method thereof, wherein the steel structure splicing model comprises the following steps: the number of the fixing structures is four; the four support columns are respectively fixed on the four fixing structures; one end of each of the four limiting structures is fixed to each of the four support columns, each of the four limiting structures is a group, each of the four limiting structures comprises a stop lever and a second limiting block, the second limiting block is fixed to each support column, and the stop lever is fixed to one end, away from the support column, of the second limiting block; the two beams are respectively fixed between the two stop levers of the two groups of limiting structures and respectively comprise a first connecting rod, a second connecting rod, a plurality of clamping grooves and a first limiting block, the two first connecting rods are respectively fixed on the two stop levers of different groups, the second connecting rod is fixed on the other two stop levers of different groups, the first limiting block is arranged at one end of the first connecting rod, the first limiting block is clamped with the second connecting rod, and the first connecting rod and the second connecting rod are respectively provided with the plurality of clamping grooves; the supporting structures are fixed between the two first connecting rods and the two second connecting rods and comprise two clamping blocks and two supporting rods, the two clamping blocks are fixed in the two clamping grooves respectively, and the supporting rods are arranged between the two clamping blocks.
The assembling method of the steel structure splicing model comprises the following steps:
the method comprises the following steps: the four fixing structures are leveled and fixed, the positions among the four fixing structures are determined according to the lengths of the cross beam of the device and the supporting structure of the cross beam, then the fixing place of the model is determined, and the four fixing structures are arranged on the same plane through the leveling structure;
step two: fixing the support columns, and fixing the four support columns on the four fixing structures respectively through hoisting equipment;
step three: installing the two beams, respectively hoisting the first connecting rod and the second connecting rod of one group of beams by adopting two hoisting devices, clamping the end part of the first limiting block into the second connecting rod when the beams are close to the supporting column, then adjusting the second limiting block at the bottom ends of the first connecting rod and the second connecting rod to be embedded into the supporting column, simultaneously moving the first limiting block to ensure that the supporting column is kept in an upright state, and further fixing the first limiting block and the second connecting rod by bolts;
step four, the supporting structures are arranged between the two cross beams one by one through hoisting equipment; and after the installation is finished, installing a waterproof steel plate on the inclined plane formed by the supporting structure.
Preferably, the volume of the clamping block is equal to half of the volume of the clamping groove, the supporting rod, the clamping block and the clamping groove are both of rectangular structures, and the area of the joint surface of the connecting part of the supporting rod and the clamping block is smaller than the area of the clamping block, which is opposite to the side surface of the supporting rod.
Preferably, the supporting rods are provided with a plurality of supporting rods, the number of the supporting rods is even, and the supporting rods are linearly distributed between the two cross beams.
Preferably, the supporting rod and the clamping block are integrally formed, and the upper surfaces of the supporting rod, the clamping block and the cross beam are on the same plane.
Preferably, a plurality of fixing plates are arranged between two adjacent supporting columns of the four supporting columns, and the plurality of fixing plates between the two adjacent supporting columns are arranged in parallel.
Preferably, the four support columns are arranged in parallel between every two support columns, and the four support columns are of cylindrical structures with cavities. The fixed knot constructs including a plurality of pre-buried fixed blocks, a plurality of gag lever post and fixing base, the fixing base is fixed in the bottom of support column, it is a plurality of gag lever post circumference run through in the fixing base, just it is a plurality of the gag lever post is with a plurality of pre-buried fixed block one-to-one.
Preferably, the plurality of embedded fixed blocks are anchor bolt type fixed blocks, and the embedded fixed blocks are in threaded connection with the limiting rod.
Preferably, the embedded fixed block is of an ellipsoidal structure, and the embedded fixed block is in threaded connection with the limiting rod.
Compared with the prior art, the steel structure splicing model and the splicing method thereof provided by the invention have the following beneficial effects:
the invention provides a steel structure splicing model and an assembling method thereof, wherein two crossbeams are fixedly connected with four support columns in a clamping mode, the crossbeams are limited by the clamping mode, the problems of dislocation and bolt damage in the installation process are effectively solved, a first limiting block of a first connecting rod is clamped with a second connecting rod, the pressure at the port parts of the first connecting rod and the second connecting rod is decomposed to the side direction of the first limiting block and the second connecting rod, the stressed area is increased, the installation and disassembly speed and the safety performance are improved, the pressure resistance of a steel structure joint is effectively improved, a clamping block of a support structure is clamped with a clamping groove, the pressure resistance of a steel structure is greatly improved, the stability of the whole model is improved, and the secondary use of each component of the model is facilitated, has good social benefit and economic benefit, and is suitable for popularization and use.
Drawings
FIG. 1 is a schematic structural diagram of a steel structure splicing model and a splicing method thereof according to a preferred embodiment of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
FIG. 3 is an enlarged view of the portion B shown in FIG. 1;
FIG. 4 is a schematic structural view of the beam shown in FIG. 2;
FIG. 5 is a schematic view of a connection structure between the limiting structure and the support column shown in FIG. 3;
FIG. 6 is a schematic structural diagram of a fixing structure of a first embodiment of the steel structure splicing model and the splicing method thereof provided by the invention;
fig. 7 is a schematic structural diagram of a fixing structure of a second embodiment of the steel structure splicing model and the splicing method thereof provided by the invention.
Reference numbers in the figures: 1. fixed knot constructs, 11, pre-buried fixed block, 12, gag lever post, 13, fixing base, 2, fixed plate, 3, crossbeam, 31, head rod, 32, second connecting rod, 33, draw-in groove, 34, first stopper, 4, bearing structure, 41, fixture block, 42, bracing piece, 5, support column, 6, limit structure, 61, pin, 62, second stopper.
Detailed Description
The invention is further described with reference to the following figures and embodiments.
The first embodiment is as follows:
please refer to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5 and fig. 6, wherein fig. 1 is a schematic structural diagram of a steel structure splicing model and a splicing method thereof according to a preferred embodiment of the present invention; FIG. 2 is an enlarged view of portion A of FIG. 1; FIG. 3 is an enlarged view of the portion B shown in FIG. 1; FIG. 4 is a schematic structural view of the beam shown in FIG. 2; FIG. 5 is a schematic view of a connection structure between the limiting structure and the support column shown in FIG. 3; fig. 6 is a schematic structural diagram of a fixing structure of a first embodiment of the steel structure splicing model and the splicing method thereof provided by the invention. The steel construction concatenation model includes: the fixing structure 1 is provided with four fixing structures 1; the four supporting columns 5 are respectively fixed on the four fixing structures 1; the four limiting structures 6 are respectively fixed at one end of each of the four limiting structures 6 to the four support columns 5, each two of the limiting structures 6 form a group, each of the four limiting structures 6 comprises a stop lever 61 and a second limiting block 62, the second limiting block 62 is fixed to the support column 5, and the stop lever 61 is fixed to one end, away from the support column 5, of the second limiting block 62; the two beams 3 are respectively fixed between the two stop levers 61 of the two groups of limiting structures 6, each of the two beams 3 comprises a first connecting rod 31, a second connecting rod 32, a plurality of clamping grooves 33 and a first limiting block 34, the two first connecting rods 31 are respectively fixed on two non-identical groups of stop levers 61, the second connecting rod 32 is fixed on the other two non-identical groups of stop levers 61, one end of each first connecting rod 31 is provided with the first limiting block 34, the first limiting block 34 is clamped with the second connecting rod 32, and the first connecting rod 31 and the second connecting rod 32 are both provided with the plurality of clamping grooves 33; a plurality of bearing structure 4, it is a plurality of bearing structure 4 is fixed in two head rod 31 and two between the second connecting rod 32, it is a plurality of bearing structure all includes two fixture blocks 41 and bracing piece 42, two fixture blocks 41 are fixed in two respectively draw-in groove 33, two be equipped with bracing piece 42 between fixture block 41.
The assembling method of the steel structure splicing model comprises the following steps:
the method comprises the following steps: the four fixing structures are leveled and fixed, firstly, the positions among the four fixing structures 1 are determined according to the lengths of the cross beam 3 and the supporting structure 4 of the device, then, the fixing place of the model is determined, and the four fixing structures 1 are arranged on the same plane through the leveling structure;
step two: fixing the support columns 5, and fixing the four support columns 5 on the four fixing structures 1 respectively through hoisting equipment;
step three: installing two beams 3, respectively hoisting the first connecting rod 31 and the second connecting rod 32 of one group of beams 3 by using two hoisting devices, clamping the end part of the first limiting block 34 into the second connecting rod 32 when the beams are close to the supporting column 5, then adjusting the second limiting block 62 at the bottom ends of the first connecting rod 31 and the second connecting rod 32 to be embedded into the supporting column 5, simultaneously moving the first limiting block 34 to ensure that the supporting column 5 is kept in an upright state, and further fixing the first limiting block 34 and the second connecting rod 32 by bolts;
step four, the supporting structures 4 are arranged between the two cross beams 3 one by one through hoisting equipment; after the installation, a waterproof steel plate is installed on the inclined plane formed by the supporting structure 4.
In order to facilitate assembly of the assembly model, the fixture block 42 and the clamping groove 33 are fixed more firmly, the volume of the fixture block 42 is equal to half of the volume of the clamping groove 33, the support rod 42, the fixture block 41 and the clamping groove 33 are both rectangular structures, and the area of the interface of the connection part of the support rod 42 and the fixture block 41 is smaller than the area of the side surface of the fixture block 41 opposite to the support rod 42.
In order to facilitate the installation of a top plate on the top surface of the steel structure model and stabilize the structure, a plurality of support rods 42 are provided, the number of the support rods 42 is even, and the support rods 42 are linearly distributed between the two cross beams 3; the supporting rod 42 and the fixture block 41 are integrally formed, and the upper surfaces of the supporting rod 42, the fixture block 41 and the cross beam 3 are on the same plane; a plurality of fixing plates 2 are arranged between two adjacent supporting columns 5 of the four supporting columns 5, and the plurality of fixing plates 2 between the two adjacent supporting columns 5 are arranged in parallel in pairs; the four support columns 5 are arranged in parallel between every two support columns, and the four support columns 5 are of cylindrical structures with cavities.
In order to facilitate the installation and the disassembly of the supporting column 5 and ensure the stability of the splicing model, the fixing structure 1 comprises a plurality of pre-embedded fixing blocks 11, a plurality of limiting rods 12 and a fixing seat 13, the fixing seat 13 is fixed at the bottom end of the supporting column 5, the plurality of limiting rods 12 circumferentially penetrate through the fixing seat 13, and the plurality of limiting rods 12 and the plurality of pre-embedded fixing blocks 11 are in one-to-one correspondence; the plurality of embedded fixed blocks 11 are anchor type fixed blocks, and the embedded fixed blocks 11 are in threaded connection with the limiting rods 12.
Example two:
please refer to fig. 1, fig. 2, fig. 3, fig. 4, fig. 5 and fig. 7, wherein fig. 1 is a schematic structural diagram of a steel structure splicing model and a splicing method thereof according to a preferred embodiment of the present invention; FIG. 2 is an enlarged view of portion A of FIG. 1; FIG. 3 is an enlarged view of the portion B shown in FIG. 1; FIG. 4 is a schematic structural view of the beam shown in FIG. 2; FIG. 5 is a schematic view of a connection structure between the limiting structure and the support column shown in FIG. 3; fig. 7 is a schematic structural diagram of a fixing structure of a second embodiment of the steel structure splicing model and the splicing method thereof provided by the invention. The steel construction concatenation model includes: the fixing structure 1 is provided with four fixing structures 1; the four supporting columns 5 are respectively fixed on the four fixing structures 1; the four limiting structures 6 are respectively fixed at one end of each of the four limiting structures 6 to the four support columns 5, each two of the limiting structures 6 form a group, each of the four limiting structures 6 comprises a stop lever 61 and a second limiting block 62, the second limiting block 62 is fixed to the support column 5, and the stop lever 61 is fixed to one end, away from the support column 5, of the second limiting block 62; the two beams 3 are respectively fixed between the two stop levers 61 of the two groups of limiting structures 6, each of the two beams 3 comprises a first connecting rod 31, a second connecting rod 32, a plurality of clamping grooves 33 and a first limiting block 34, the two first connecting rods 31 are respectively fixed on two non-identical groups of stop levers 61, the second connecting rod 32 is fixed on the other two non-identical groups of stop levers 61, one end of each first connecting rod 31 is provided with the first limiting block 34, the first limiting block 34 is clamped with the second connecting rod 32, and the first connecting rod 31 and the second connecting rod 32 are both provided with the plurality of clamping grooves 33; a plurality of bearing structure 4, it is a plurality of bearing structure 4 is fixed in two head rod 31 and two between the second connecting rod 32, it is a plurality of bearing structure all includes two fixture blocks 41 and bracing piece 42, two fixture blocks 41 are fixed in two respectively draw-in groove 33, two be equipped with bracing piece 42 between fixture block 41.
The assembling method of the steel structure splicing model comprises the following steps:
the method comprises the following steps: the four fixing structures are leveled and fixed, firstly, the positions among the four fixing structures 1 are determined according to the lengths of the cross beam 3 and the supporting structure 4 of the device, then, the fixing place of the model is determined, and the four fixing structures 1 are arranged on the same plane through the leveling structure;
step two: fixing the support columns 5, and fixing the four support columns 5 on the four fixing structures 1 respectively through hoisting equipment;
step three: installing two beams 3, respectively hoisting the first connecting rod 31 and the second connecting rod 32 of one group of beams 3 by using two hoisting devices, clamping the end part of the first limiting block 34 into the second connecting rod 32 when the beams are close to the supporting column 5, then adjusting the second limiting block 62 at the bottom ends of the first connecting rod 31 and the second connecting rod 32 to be embedded into the supporting column 5, simultaneously moving the first limiting block 34 to ensure that the supporting column 5 is kept in an upright state, and further fixing the first limiting block 34 and the second connecting rod 32 by bolts;
step four, the supporting structures 4 are arranged between the two cross beams 3 one by one through hoisting equipment; after the installation, a waterproof steel plate is installed on the inclined plane formed by the supporting structure 4.
In order to facilitate assembly of the assembly model, the fixture block 42 and the clamping groove 33 are fixed more firmly, the volume of the fixture block 42 is equal to half of the volume of the clamping groove 33, the support rod 42, the fixture block 41 and the clamping groove 33 are both rectangular structures, and the area of the interface of the connection part of the support rod 42 and the fixture block 41 is smaller than the area of the side surface of the fixture block 41 opposite to the support rod 42.
In order to facilitate the installation of a top plate on the top surface of the steel structure model and stabilize the structure, a plurality of support rods 42 are provided, the number of the support rods 42 is even, and the support rods 42 are linearly distributed between the two cross beams 3; the supporting rod 42 and the fixture block 41 are integrally formed, and the upper surfaces of the supporting rod 42, the fixture block 41 and the cross beam 3 are on the same plane; a plurality of fixing plates 2 are arranged between two adjacent supporting columns 5 of the four supporting columns 5, and the plurality of fixing plates 2 between the two adjacent supporting columns 5 are arranged in parallel in pairs; the four support columns 5 are arranged in parallel between every two support columns, and the four support columns 5 are of cylindrical structures with cavities.
In order to facilitate the installation and the disassembly of the supporting column 5 and ensure the stability of the splicing model, the fixing structure 1 comprises a plurality of pre-embedded fixing blocks 11, a plurality of limiting rods 12 and a fixing seat 13, the fixing seat 13 is fixed at the bottom end of the supporting column 5, the plurality of limiting rods 12 circumferentially penetrate through the fixing seat 13, and the plurality of limiting rods 12 and the plurality of pre-embedded fixing blocks 11 are in one-to-one correspondence; the embedded fixed block is of an 11-ellipsoid structure, and the embedded fixed block 11 is in threaded connection with the limiting rod 12.
10 sets of steel structure splicing models of the first embodiment and the second embodiment are respectively manufactured, ten sets of existing steel structure splicing models are taken, then 100 steel structure splicing models of the first embodiment and the second embodiment and 10 sets of steel structure splicing models of the first embodiment are delivered to the same construction team for construction, and multiple periodical installation and disassembly comparisons are carried out, so that the steel structure splicing models of the first embodiment have the installation and disassembly efficiencies which are 7% higher and the construction safety performance which are 6% higher than those of common steel structure splicing models, the steel structure splicing models of the second embodiment have the installation and disassembly efficiencies which are 8% higher and the construction safety performance which are 6% higher than those of common steel structure splicing models, 5 sets of steel structure splicing models of the first embodiment and the second embodiment of the invention are assembled by the assembling method of the invention, and in addition, 5 sets of steel structure splicing models of the first embodiment and the second embodiment of the invention are assembled according to the traditional assembling method, compared with the traditional assembling method, the assembling and disassembling efficiency of the steel structure assembling model in the first embodiment is 8% higher, and the safety performance of the steel structure assembling model in the second embodiment is 7% higher, and compared with the traditional assembling method, the assembling and disassembling efficiency of the steel structure assembling model in the second embodiment is 9% higher, and the safety performance of the steel structure assembling model in the second embodiment is 7% higher.
Compared with the prior art, the steel structure splicing model and the splicing method thereof provided by the invention have the following beneficial effects:
the invention provides a steel structure splicing model and an assembling method thereof, wherein two crossbeams 3 are fixedly connected with four supporting columns 5 in a clamping manner, the crossbeams 3 are limited in the clamping manner, the problems of dislocation and bolt damage in the installation process are effectively solved, the first limiting block 34 of the first connecting rod 31 is clamped with the second connecting rod 32, the pressure at the port parts of the first connecting rod 31 and the second connecting rod 32 is decomposed to the side direction of the first limiting block 34 and the second connecting rod 32, the stressed area is increased, the installation and disassembly speed and the safety performance are improved, the pressure resistance of a steel structure joint is effectively improved, the clamping block 41 of the supporting structure 4 is clamped with the clamping groove 33, the pressure resistance of a steel structure is greatly improved, and the stability of the whole model is improved, and each component of the model is convenient to use for the second time, has good social benefit and economic benefit, and is suitable for popularization and use.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (10)
1. The utility model provides a steel construction concatenation model which characterized in that includes:
the number of the fixing structures is four;
the four support columns are respectively fixed on the four fixing structures;
one end of each of the four limiting structures is fixed to each of the four support columns, each of the four limiting structures is a group, each of the four limiting structures comprises a stop lever and a second limiting block, the second limiting block is fixed to each support column, and the stop lever is fixed to one end, away from the support column, of the second limiting block;
the two beams are respectively fixed between the two stop levers of the two groups of limiting structures and respectively comprise a first connecting rod, a second connecting rod, a plurality of clamping grooves and a first limiting block, the two first connecting rods are respectively fixed on the two stop levers of different groups, the second connecting rod is fixed on the other two stop levers of different groups, the first limiting block is arranged at one end of the first connecting rod, the first limiting block is clamped with the second connecting rod, and the first connecting rod and the second connecting rod are respectively provided with the plurality of clamping grooves;
the supporting structures are fixed between the two first connecting rods and the two second connecting rods and comprise two clamping blocks and two supporting rods, the two clamping blocks are fixed in the two clamping grooves respectively, and the supporting rods are arranged between the two clamping blocks.
2. The steel structure splicing model of claim 1, wherein the volume of the fixture block is equal to half of the volume of the clamping groove, the support rod, the fixture block and the clamping groove are all rectangular structures, and the area of the interface of the connection part of the support rod and the fixture block is smaller than the area of the side surface of the fixture block opposite to the support rod.
3. The steel structure splicing model of claim 1, wherein a plurality of supporting rods are provided, the number of the supporting rods is even, and the supporting rods are linearly distributed between the two cross beams.
4. The steel structure splicing model of claim 1, wherein the supporting rod and the clamping block are integrally formed, and the upper surfaces of the supporting rod, the clamping block and the cross beam are on the same plane.
5. The steel structure splicing model of claim 1, wherein a plurality of fixing plates are arranged between two adjacent supporting columns of four supporting columns, and two fixing plates between two adjacent supporting columns are arranged in parallel.
6. The steel structure splicing model of claim 1, wherein four supporting columns are arranged in parallel between every two supporting columns, and the four supporting columns are cylindrical structures with cavities.
7. The steel structure splicing model of claim 1, wherein the fixing structure comprises a plurality of pre-embedded fixing blocks, a plurality of limiting rods and a fixing seat, the fixing seat is fixed at the bottom end of the supporting column, the limiting rods circumferentially penetrate through the fixing seat, and the limiting rods and the pre-embedded fixing blocks are in one-to-one correspondence.
8. The steel structure splicing model of claim 7, wherein the plurality of pre-embedded fixing blocks are anchor fixing blocks, and the pre-embedded fixing blocks are in threaded connection with the limiting rods.
9. The steel structure splicing model of claim 7, wherein the pre-embedded fixing block is of an ellipsoidal structure, and the pre-embedded fixing block is in threaded connection with the limiting rod.
10. The assembling method of the steel structure splicing model according to claim 1, wherein the assembling method of the steel structure splicing model comprises the following steps:
the method comprises the following steps: the four fixing structures are leveled and fixed, the positions among the four fixing structures are determined according to the lengths of the cross beam of the device and the supporting structure of the cross beam, then the fixing place of the model is determined, and the four fixing structures are arranged on the same plane through the leveling structure;
step two: fixing the support columns, and fixing the four support columns on the four fixing structures respectively through hoisting equipment;
step three: installing the two beams, respectively hoisting the first connecting rod and the second connecting rod of one group of beams by adopting two hoisting devices, clamping the end part of the first limiting block into the second connecting rod when the beams are close to the supporting column, then adjusting the second limiting block at the bottom ends of the first connecting rod and the second connecting rod to be embedded into the supporting column, simultaneously moving the first limiting block to ensure that the supporting column is kept in an upright state, and further fixing the first limiting block and the second connecting rod by bolts;
step four, the supporting structures are arranged between the two cross beams one by one through hoisting equipment; and after the installation is finished, installing a waterproof steel plate on the inclined plane formed by the supporting structure.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201711277424.2A CN109887399B (en) | 2017-12-06 | 2017-12-06 | Steel structure splicing model and splicing method thereof |
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| CN201711277424.2A CN109887399B (en) | 2017-12-06 | 2017-12-06 | Steel structure splicing model and splicing method thereof |
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| CN109887399A CN109887399A (en) | 2019-06-14 |
| CN109887399B true CN109887399B (en) | 2020-11-17 |
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| CN105297886A (en) * | 2014-07-10 | 2016-02-03 | 广东合力建造科技有限公司 | Lightweight steel structure building frame system |
| CN205557831U (en) * | 2016-04-16 | 2016-09-07 | 万华集成房屋（烟台）有限公司 | Foldable house |
| CN205637129U (en) * | 2016-05-19 | 2016-10-12 | 孝感市超前钢构有限公司 | Constructional steel component |
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2017
- 2017-12-06 CN CN201711277424.2A patent/CN109887399B/en active Active
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|---|---|---|---|---|
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN202131672U (en) * | 2011-06-29 | 2012-02-01 | 厦门市国安特机械工程有限公司 | Combined-type steel structure house |
| CN203238842U (en) * | 2013-05-24 | 2013-10-16 | 郝晓谷 | H-shaped steel beam |
| CN103993664A (en) * | 2014-05-20 | 2014-08-20 | 东南大学 | Assembled light house and building and dismounting method thereof |
| CN105297886A (en) * | 2014-07-10 | 2016-02-03 | 广东合力建造科技有限公司 | Lightweight steel structure building frame system |
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| CN205557831U (en) * | 2016-04-16 | 2016-09-07 | 万华集成房屋（烟台）有限公司 | Foldable house |
| CN205637129U (en) * | 2016-05-19 | 2016-10-12 | 孝感市超前钢构有限公司 | Constructional steel component |
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| CN109887399A (en) | 2019-06-14 |
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