CN110173038A - A kind of steel construction assembled architecture and its assembly method - Google Patents
A kind of steel construction assembled architecture and its assembly method Download PDFInfo
- Publication number
- CN110173038A CN110173038A CN201910502459.4A CN201910502459A CN110173038A CN 110173038 A CN110173038 A CN 110173038A CN 201910502459 A CN201910502459 A CN 201910502459A CN 110173038 A CN110173038 A CN 110173038A
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- Prior art keywords
- block
- dovetail groove
- several
- raised
- drum
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Classifications
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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
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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
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
- E04H6/02—Small garages, e.g. for one or two cars
- E04H6/025—Small garages, e.g. for one or two cars in the form of an overhead canopy, e.g. carports
-
- 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
- E04H6/02—Small garages, e.g. for one or two cars
- E04H6/06—Small garages, e.g. for one or two cars with means for shifting or lifting vehicles
- E04H6/065—Small garages, e.g. for one or two cars with means for shifting or lifting vehicles using tiltable floors or ramps
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of steel construction assembled architecture and its assembly methods, top plate and bottom plate and several vertical columns being set between top plate and bottom plate including the setting of upper and lower relative level；Column includes vertical support rod and the connection structure for being respectively arranged at support rod both ends；Connection structure includes a columned end cap for opening the drum of setting towards support rod end surface and being sheathed on support rod；Support rod protrudes into drum inner bottom surface and the two is fixedly connected, and is equipped at intervals with several first threaded holes along circumferential direction on drum inner peripheral surface；The upper edge of end cap is circumferentially fixed with the convex edge of evagination, and the lower surface of convex edge is resisted against drum upper surface；Receiving circle chimb is respectively equipped on top plate and bottom plate, outer wall of barrel is equipped with several second threaded holes close to groove inner wall, groove inner wall；Several screws inside drum with the first threaded hole and the second threaded hole by being successively threadedly coupled；There are weld seams between the convex edge and groove outer of end cap.
Description
Technical field
The present invention relates to a kind of steel construction assembled architecture and its assembly methods, belong to steel building field.
Background technique
Steel building in life using more and more extensive, such as based on steel construction frame coagulation civil engineering
It builds, steel construction bicycle shed and steel construction pavilion etc.；The existing mode of building is usually that prefabricated component is produced in present factory, then
It is welded after the splicing of scene, in order to guarantee to be connected firmly, generally requires many labours of welding personnel consuming and weld,
Influence working efficiency.
A kind of adjustable steel construction security booth is disclosed referring to the Chinese patent of Patent No. CN201621180468.4
With steel structure frame, including shell, the shell is by preceding skeleton, back skeleton, the first left cross bar, the second left cross bar, the second right cross
Bar and the first right cross bar composition, preceding skeleton press up time by vertical bar before vertical bar, the first front rail, second before first and the second front rail
Needle welds together, and back skeleton is welded together by vertical bar after vertical bar, the first rear transverse rod, second after first and the second rear transverse rod,
It is pressed between preceding skeleton and back skeleton by fixed block and the first left cross bar, the second left cross bar, the second right cross bar and the first right cross bar
Together according to welded clockwise；Welding sequence needed for the housing parts of the patent is more, and the connection of weld is not secured enough.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of steel construction assembled architecture and its assembly method, the steel
Standard formula building and its assembly method assembly are simple secured, and excessive labour is expended without welding personnel.
Technical scheme is as follows:
A kind of steel construction assembled architecture, top plate and bottom plate including the setting of upper and lower relative level and several is set to top
Vertical column between laminate and bottom plate；Column includes vertical support rod and the company for being respectively arranged at support rod both ends
Binding structure；Connection structure includes one towards the open drum being arranged of support rod end surface and is sheathed on columned on support rod
End cap；Support rod protrudes into drum inner bottom surface and the two is fixedly connected, if being equipped at intervals on drum inner peripheral surface along circumferential direction
Dry first threaded hole；The upper edge of end cap is circumferentially fixed with the convex edge of evagination, and the lower surface of convex edge is resisted against drum upper surface；
Receiving circle chimb is respectively equipped on top plate and bottom plate, outer wall of barrel is close to groove inner wall, if groove inner wall is equipped with
Dry second threaded hole；Several screws inside drum with the first threaded hole and the second threaded hole by being successively threadedly coupled；End cap it is convex
Along with there are weld seams between groove outer.
Wherein, the support rod of each column includes the end shank at both ends and several segmented poles of centre；Segmented poles packet
Mobile jib, the cylindrical bump being fixed in the middle part of the end face of mobile jib one end and the shrinkage pool in the middle part of mobile jib the other end face are included, it is convex
Block outer peripheral surface is equipped with external screw thread, and shrinkage pool inner wall is equipped with the internal screw thread being threadedly engaged with convex block；End shank one end is equipped with the connection
Structure, the other end are equipped with the convex block or shrinkage pool that segmented poles adjacent thereto match.
A kind of assembly method of steel construction assembled architecture, including above-mentioned steel construction assembled architecture, steps are as follows:
The respective splicing of S1, top plate and bottom plate；S1-1, two centrosymmetric cell blocks pass through the first clamping block and the first card
Conjunction slot matches and bolt nut structure passes through the first through hole that two first half-vias are formed and realizes that fixation is spliced into a splicing
Block；By third clamping block and third engaging slot matches and bolt nut structure between the adjacent splicing block in S1-2, front and back
The second through-hole formed across two the 4th half-vias is realized and is fixed；S1-3, two sides splicing block pass through the second engaging slot and second
Clamping block cooperation and bolt nut structure pass through the third through-hole that the second half-via and third half-via are formed and realize fixation；
S1-4, U-steel is arranged in the whole outer being spliced to form and U-steel and splicing block are welded and fixed；
S2, column lower end is connect with bottom plate；S2-1, by end cap pull-up, the drum of column lower end is placed in groove, work
Personnel are by several screws by being successively threadedly coupled with the first threaded hole and the second threaded hole inside drum；End cap is put down and is covered on
On drum；S2-2, the weld seam between the convex edge and groove of end cap is welded and fixed；
S3, top plate is erected using hydraulic pressure support equipment, the upper end of the column is connect with top plate.
Wherein, the top plate and bottom plate include several splicing blocks and are arranged the groove profile for being welded in splicing block outer
Steel；Each splicing block is spliced by two centrosymmetric cell blocks；The cell block includes horizontal positioned L-shaped ontology
Block, ontology block are located at the first clamping block that evagination is fixed on the side end face at infolding, and ontology block is located at another at infolding
The first half-via up and down is fixed on one side end face；With the outside of another adjacent ontology block of first half-via
Face is equipped with the first engaging slot matched with first clamping block；With another adjacent ontology block of first engaging slot
The second clamping block and the second half-via up and down are fixed on lateral surface；It is opposite with lateral surface where the second clamping block
The lateral surface of ontology block be equipped with the second engaging slot for cooperate with second clamping block and third half up and down is led to
Hole；Be fixed on the lateral surface of another adjacent ontology block of the second clamping block third clamping block, with third clamping block match
The third engaging slot of conjunction and the 4th half-via up and down；Two cell blocks of each splicing block pass through the first clamping block and the
One engaging slot matches and bolt nut structure passes through the first through hole that two first half-vias are formed and achieves a fixed connection；Front and back
It is matched between adjacent splicing block by third clamping block and third engaging slot and bolt nut structure passes through two the 4th half
The second through-hole that through-hole is formed, which is realized, to be fixed；The splicing block of two sides passes through the second engaging slot and the cooperation of the second clamping block and bolt
Nut structure passes through the third through-hole that the second half-via and third half-via are formed and realizes fixation.
Wherein, the support rod includes the vertical end shank at both ends and several vertical segmented poles of centre；Described point
Section bar two is equipped with the first dovetail groove up and down with respect to lateral surface, and another the two of segmented poles are opposite, and lateral surface is equipped with and institute
State the first protrusion that the first dovetail groove is engaged；The second protrusion and second are respectively equipped on the end face of the upper and lower ends of segmented poles
Dovetail groove；Second protrusion engages with the mutual cooperation of the second dovetail groove；And second protrusion can also be sticked in the first dovetail groove, the
One protrusion can be also sticked in the second dovetail groove；The transverse direction of second dovetail groove and the second protrusion is equipped with fixation hole, bolt spiral shell
Parent structure passes through several fixation holes to reinforce the connection of the second dovetail groove and the second protrusion；It is tied equipped with the connection end shank one end
Structure, the other end are equipped with the protrusion or dovetail groove that segmented poles adjacent thereto match.
Wherein, the quantity of the support rod of each column is two, and two support rods are parallel to each other；It is set between two support rods
There are several horizontal positioned segmented poles, second protrusion at the both ends of segmented poles and the second dovetail groove are sticked in two support bar sides respectively
On the first dovetail groove and the first protrusion on face.
Wherein, converter plate is additionally provided between adjacent supports bar, converter plate includes the horizontal connecting shaft in the top and is connected to
The baffle of connecting shaft lower end；Connecting shaft is spliced by the segmented poles head and the tail of several levels to be engaged, second protrusion at the both ends of connecting shaft
It is sticked in respectively with the second dovetail groove on first dovetail groove and the first protrusion in adjacent supports bar side face；Baffle is by several vertical
Segmented poles are spliced to form up and down, and several second protrusions of baffle upper end are sticked in several first dovetails of connecting shaft lower end surface
On slot；When converter plate is downwardly and outwardly drawn, the second protrusion and the second dovetail groove in connecting shaft are respectively at adjacent supports bar side face
The first dovetail groove and the first protrusion on sliding downwards, form the low inclined plate by ground in a lower end.
A kind of assembly method of steel construction assembled architecture, including above-mentioned steel construction assembled architecture, specific steps are such as
Under:
The construction of P1, bottom plate；
P2, column lower end is connect with bottom plate；
P3, connection card closes the segmented poles of several levels between two support rods of each column；
P4, splice converter plate between two adjacent columns；Connecting shaft is spliced by the segmented poles head and the tail of several levels to be engaged, connection
Second protrusion at the both ends of axis and the second dovetail groove are sticked in first dovetail groove and the first protrusion in adjacent supports bar side face respectively
On；Baffle is spliced to form up and down by several vertical segmented poles；
P, top plate is erected using hydraulic pressure support equipment, the upper end of the column is connect with top plate.
Wherein, specific step is as follows by step P3:
Second protrusion at the both ends of the segmented poles of several levels and the second dovetail groove are successively sticked in respectively from top to bottom respectively
On the first dovetail groove and the first protrusion of the side of two support rods of each column.
Wherein, the step of above-mentioned steps P4 is changed into heeling condition by vertical state is as follows:
The lower end of converter plate is pulled out, second protrusion at the both ends of connecting shaft and the second dovetail groove are respectively at adjacent supports bar
First dovetail groove of side and the upper slide downward of the first protrusion, until the lower end of converter plate is resisted against on ground, converter plate is formed
The one inclined inclined plate driven into for vehicle.
The invention has the following beneficial effects:
1, column of the invention first passes through screw connection, then by end cap outside weldings, connects stronger and easy for construction.
2, it is fixed between two support rods of the invention by several bracing elements, so that overall structure is more stable.
3, support rod of the invention is connected by several segmented poles and is formed, and the scope of application is wider, and is connected in two segmented poles
Cheng Zhong, the second wedge block on the first wedge block and the second annular attachment on the first annular accessory of retaining mechanism match,
It is more secured.
4, top plate of the invention and bottom plate include that several splicing blocks are spliced to form, the live quick-assembling of energy, construction
Simply, and it is applied widely.
5, a variety of splicings transformation may be implemented by a segmented poles in the embodiment of the present invention two, and applicability is wider.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the embodiment of the present invention one；
Fig. 2 is the structural schematic diagram of post end of the invention；
Fig. 3 is the connection schematic diagram of post end and top plate or bottom plate of the invention；
Fig. 4 is the structural schematic diagram of the single bracing element of the embodiment of the present invention one；
Fig. 5 is the adjacent sectional bar connection schematic diagram of the embodiment of the present invention one；
Fig. 6 is the first annular accessory of the embodiment of the present invention one and the cooperation schematic diagram of the second annular attachment；
Fig. 7 is the structural schematic diagram of a cell block of the invention；
Fig. 8 is the top view of a cell block of the invention；
Fig. 9 is that two cell blocks of the invention are spliced into the top view after a splicing block；
The structural schematic diagram of channel steel Figure 10 of the invention；
Figure 11 is the spliced top view of several cell blocks of the invention；
Figure 12 is the overall structure diagram of the embodiment of the present invention two；
Figure 13 is the schematic diagram after the converter plate inclination of the embodiment of the present invention two；
Figure 14 is the structural schematic diagram viewed from above of the segmented poles of the embodiment of the present invention two；
Figure 15 is the structural schematic diagram of Figure 14 of the embodiment of the present invention two seen from the bottom up；
Figure 16 is the schematic diagram that each column of the embodiment of the present invention two is spliced by segmented poles；
Figure 17 is the partial structure diagram of the converter plate of the embodiment of the present invention two.
Appended drawing reference indicates in figure are as follows:
1, top plate；11, splicing block；12, U-steel；13, cell block；131, ontology block；132, the first clamping block；133, first
Half-via；134, the first engaging slot；135, the second clamping block；136, the second half-via；137, the second engaging slot；138, third half
Through-hole；139, third clamping block；1310, third engaging slot；1311, the 4th half-via；14, first through hole；15, the second through-hole；
16, third through-hole；2, bottom plate；21, groove；22, the second threaded hole；3, column；31, support rod；311, end shank；312, divide
Section bar；313, mobile jib；314, convex block；315, shrinkage pool；32, connection structure；34, drum；35, end cap；36, the first threaded hole；37,
Convex edge；38, the 4th threaded hole；4, screw；5, weld seam；6, bracing element；61, strip inclined plate；62, plate；63, third threaded hole；
7, the first bolt；8, retaining mechanism；81, first annular accessory；82, the second annular attachment；83, the first wedge block；84, it is recessed
Portion；85, the second wedge block；100, the first dovetail groove；101, the first protrusion；102, fixation hole；103, the second protrusion；104, second
Dovetail groove；200, converter plate；201, connecting shaft；202, baffle.
Specific embodiment
It is next in the following with reference to the drawings and specific embodiments that the present invention will be described in detail.
Embodiment one
Referring to Fig. 1-11, a kind of steel construction assembled architecture, including upper and lower relative level setting top plate 1 and bottom plate 2 with
And several vertical columns 3 being set between top plate 1 and bottom plate 2；Column 3 includes vertical support rod 31 and difference
It is set to the connection structure 32 at 31 both ends of support rod；Connection structure 32 includes a drum towards the open setting in 31 end face of support rod
34 and the columned end cap 35 that is sheathed on support rod 31；Support rod 31 protrudes into 34 inner bottom surface of drum and the fixed company of the two
It connects, is equipped at intervals with several first threaded holes 36 along circumferential direction on 34 inner peripheral surface of drum；The upper edge of end cap 35 is circumferentially solid
Surely it is equipped with the convex edge 37 of evagination, the lower surface of convex edge 37 is resisted against 34 upper surface of drum；It is set respectively in top plate 1 and bottom plate 2
There is the groove 21 for accommodating drum 34,34 outer wall of drum is equipped with several second threaded holes close to 21 inner wall of groove, 21 inner wall of groove
22；Several screws 4 inside drum 34 with the first threaded hole 36 and the second threaded hole 22 by being successively threadedly coupled；The convex edge of end cap 35
There are weld seams 5 between 37 and 21 outer of groove.
Referring to Fig. 1-11, the quantity of the support rod 31 of each column 3 is two, and two support rods 31 are parallel to each other, two
Several bracing elements 6 are equipped between support rod 31 along its length；The bracing element 6 include the strip inclined plate 61 that is obliquely installed and
It is fixed at the plate 62 at 61 both ends of strip inclined plate, plate 62 is vertically arranged and plate 62 is equipped with third threaded hole 63, support
31 outer surface of bar is equipped with the 4th threaded hole 38, and the plate 62 of neighbouring bracing element 6 overlaps, and the first bolt 7 sequentially passes through two the
It is threadedly coupled after three threaded holes 63 with the 4th threaded hole 38.
Referring to Fig. 1-11, the support rod 31 includes the end shank 311 at both ends and several segmented poles 312 of centre；Segmentation
Bar 312 is another including mobile jib 313, the cylindrical bump 314 being fixed in the middle part of 313 one end end face of mobile jib and set on mobile jib 313
The shrinkage pool 315 in the middle part of end face is held, 314 outer peripheral surface of convex block is equipped with external screw thread, and 315 inner wall of shrinkage pool is equipped with and is threadedly engaged with convex block 314
Internal screw thread；311 one end of end shank is equipped with the connection structure 32, and the other end is equipped with segmented poles 312 adjacent thereto and matches
Convex block 314 or shrinkage pool 315.
Referring to Fig. 1-11, the junction of the adjacent sectional bar 312 and segmented poles 312 and the connection of end shank 311 are punished
It She You not retaining mechanism 8；The retaining mechanism 8 includes the first annular accessory 81 and second for being respectively arranged on 312 both ends of segmented poles
Annular attachment 82；First annular 81 fixing sleeve of accessory is set to the outer at 314 end of convex block of mobile jib 313, first annular accessory 81
Outer end face along its it is circumferentially continuous be fixed with toward inclined first wedge block 83 in side, side of the mobile jib 313 close to 315 end of shrinkage pool
Outer wall be equipped with the recessed portion 84 axial along mobile jib 313, the middle part of the second annular attachment 82 is sheathed in recessed portion 84, the second ring
The outer end face of shape accessory 82 is equipped with the second wedge block 85 that engaging is matched with first wedge block 83；Recessed portion 84 is along master
The length of 313 length direction of bar is greater than the thickness of the second annular attachment 82 and is less than first annular accessory 81 and the second annular attachment
The sum of 82 thickness；As the convex block 314 of adjacent sectional bar 312 is threadedly engaged with shrinkage pool 315, on first annular accessory 81
The second wedge block 85 on one wedge block 83 and the second annular attachment 82 gradually engages.
Referring to Fig. 1-11, the top plate 1 and bottom plate 2 include several splicing blocks 11 and are arranged and are welded in splicing block 11
The U-steel 12 of outer；Each splicing block 11 is spliced by two centrosymmetric cell blocks 13；The cell block 13 includes water
The L-shaped ontology block 131 of placing flat, ontology block 131 are located at the first engaging that evagination is fixed on the side end face at infolding
Block 132, ontology block 131 are located at the first half-via 133 being fixed on another side end face at infolding up and down；With it is described
The lateral surface of another adjacent ontology block 131 of first half-via 133 is equipped with first matched with first clamping block 132
Engaging slot 134；The second clamping block is fixed with on the lateral surface of another adjacent ontology block 131 of first engaging slot 134
135 and the second half-via 136 up and down；The outside of the ontology block 131 opposite with 135 place lateral surface of the second clamping block
Third half-via 138 of the face equipped with the second engaging slot 137 cooperated with second clamping block 135 and up and down；With
Third clamping block 139 and third clamping block are fixed on the lateral surface of another adjacent ontology block 131 of second clamping block 135
The 139 third engaging slots 1310 matched and the 4th half-via 1311 up and down；Two cell blocks of each splicing block 11
13 are matched and bolt nut structure passes through two first half-vias, 133 shape by the first clamping block 132 and the first engaging slot 134
At first through hole 14 achieve a fixed connection；Engaged between the adjacent splicing block 11 in front and back by third clamping block 139 and third
Slot 1310 matches and bolt nut structure passes through the second through-hole 15 that two the 4th half-vias 1311 are formed and realizes fixation；Two sides
Splicing block 11 by the second engaging slot 137 and the second clamping block 135 cooperation and bolt nut structure pass through the second half-via
136 and third half-via 138 formed third through-hole 16 realize fix.
A kind of assembly method of steel construction assembled architecture, referring to Fig. 1-11, including above-mentioned steel construction assembled architecture,
Steps are as follows:
The respective splicing of S1, top plate 1 and bottom plate 2；
S2,3 lower end of column is connect with bottom plate 2；
S3, top plate 1 is erected using hydraulic pressure support equipment, 3 upper end of column is connect with top plate 1.
Specific step is as follows by above-mentioned steps S1:
S1-1, two centrosymmetric cell blocks 13 are by the first clamping block 132 and the first engaging slot 134 matches and bolt spiral shell
Parent structure passes through the first through hole 14 that two first half-vias 133 are formed and realizes that fixation is spliced into a splicing block 11；Further, it is
Reinforcing connection can also weld in junction；
Pass through third clamping block 139 between the adjacent splicing block 11 in S1-2, front and back and third engaging slot 1310 matches and spiral shell
Bolt nut structure passes through the second through-hole 15 that two the 4th half-vias 1311 are formed and realizes fixation；Further, in order to reinforce connecting
It can also be welded in junction；
S1-3, two sides splicing block 11 by the second engaging slot 137 and the second clamping block 135 cooperation and bolt nut structure wear
It crosses the third through-hole 16 that the second half-via 136 and third half-via 138 are formed and realizes fixation；Further, in order to reinforce connecting
It can also be welded in junction；
S1-4, U-steel 12 is arranged in the whole outer being spliced to form and U-steel 12 and splicing block 11 are welded and fixed.
Specific step is as follows by above-mentioned steps S2:
S2-1, by 35 pull-up of end cap, the drum 34 of 3 lower end of column is placed in groove 21, and staff is by several screws 4 by justifying
It is successively threadedly coupled with the first threaded hole 36 and the second threaded hole 22 inside bucket 34；End cap 35 is put down and is covered on drum 34；
S2-2, the weld seam 5 between the convex edge 37 and groove 21 of end cap 35 is welded and fixed.
Embodiment two
Referring to fig. 2-5, Figure 12-17, a kind of steel construction assembled architecture, top plate 1 and bottom including the setting of upper and lower relative level
Laminate 2 and several vertical columns 3 being set between top plate 1 and bottom plate 2；Column 3 includes vertical support rod 31
And it is respectively arranged at the connection structure 32 at 31 both ends of support rod；Connection structure 32 is set including one towards the opening of 31 end face of support rod
The drum 34 set and the columned end cap 35 being sheathed on support rod 31；Support rod 31 protrudes into 34 inner bottom surface of drum and the two
It is fixedly connected, is equipped at intervals with several first threaded holes 36 along circumferential direction on 34 inner peripheral surface of drum；Along edge on end cap 35
The circumferentially fixed convex edge 37 equipped with evagination, the lower surface of convex edge 37 are resisted against 34 upper surface of drum；On top plate 1 and bottom plate 2
It is respectively equipped with the groove 21 for accommodating drum 34,34 outer wall of drum is equipped with several second close to 21 inner wall of groove, 21 inner wall of groove
Threaded hole 22；Several screws 4 inside drum 34 with the first threaded hole 36 and the second threaded hole 22 by being successively threadedly coupled；End cap 35
21 outer of convex edge 37 and groove between there are weld seams 5.
Referring to Figure 12-17, the support rod 31 includes the vertical end shank 311 and intermediate several vertical points at both ends
Section bar 312；The opposite lateral surfaces of 312 liang of segmented poles are equipped with the first dovetail grooves 100 up and down, segmented poles 312 it is another
One liang of opposite lateral surface is equipped with the first protrusion 101 being engaged with first dovetail groove 100；Above and below segmented poles 312
The second protrusion 103 and the second dovetail groove 104 are respectively equipped on the end face at both ends；Second protrusion 103 and the second dovetail groove 104 are mutually
It is engaged；And second protrusion 103 can also be sticked in the first dovetail groove 100, the first protrusion 101 can also be sticked in second
In dovetail groove 104；The transverse direction of second dovetail groove 104 and the second protrusion 103 is equipped with fixation hole 102, and bolt nut structure passes through
Several fixation holes reinforce the connection of the second dovetail groove 104 and the second protrusion 103；It is tied equipped with the connection 311 one end of end shank
Structure 32, the other end are equipped with the protrusion or dovetail groove that segmented poles 312 adjacent thereto match.
Referring to Figure 12-17, the quantity of the support rod 31 of each column is two, and two support rods 31 are parallel to each other；Two
Several horizontal positioned segmented poles 312, second protrusion 103 at the both ends of segmented poles 312 and the second swallow are equipped between support rod 31
Stern notch 104 is sticked in respectively on the first dovetail groove 100 and the first protrusion 101 on two support rods, 31 side.To play reinforcing
The effect of upright bar 3.
Referring to Figure 12-17, converter plate 200 is additionally provided between adjacent supports bar 31, converter plate 200 includes horizontal topmost
Connecting shaft 201 and the baffle 202 for being connected to 201 lower end of connecting shaft；Connecting shaft 201 is spelled from beginning to end by the segmented poles 312 of several levels
Engaging is connect, second protrusion 103 at the both ends of connecting shaft 201 and the second dovetail groove 104 are sticked in 31 side of adjacent supports bar respectively
The first dovetail groove 100 and the first protrusion 101 on；Baffle 202 is spliced to form up and down by several vertical segmented poles 312,
Several second protrusions 103 of 202 upper end of baffle are sticked on several first dovetail grooves 100 of connecting shaft lower end surface；Converter plate 200
When downwardly and outwardly drawing, the second protrusion 103 and the second dovetail groove 104 in connecting shaft 201 are respectively at 31 side of adjacent supports bar
The first dovetail groove 100 and the first protrusion 101 on sliding downwards, the low inclined plate by ground in a lower end is formed, when the present invention is used as
When one bicycle shed, facilitate car open into, and convert after more preferable protection vehicle, prevent toy close to vehicle.
Referring to Fig. 7-11, the top plate 1 and bottom plate 2 include several splicing blocks 11 and are arranged and are welded in splicing block 11
The U-steel 12 of outer；Each splicing block 11 is spliced by two centrosymmetric cell blocks 13；The cell block 13 includes water
The L-shaped ontology block 131 of placing flat, ontology block 131 are located at the first engaging that evagination is fixed on the side end face at infolding
Block 132, ontology block 131 are located at the first half-via 133 being fixed on another side end face at infolding up and down；With it is described
The lateral surface of another adjacent ontology block 131 of first half-via 133 is equipped with first matched with first clamping block 132
Engaging slot 134；The second clamping block is fixed with on the lateral surface of another adjacent ontology block 131 of first engaging slot 134
135 and the second half-via 136 up and down；The outside of the ontology block 131 opposite with 135 place lateral surface of the second clamping block
Third half-via 138 of the face equipped with the second engaging slot 137 cooperated with second clamping block 135 and up and down；With
Third clamping block 139 and third clamping block are fixed on the lateral surface of another adjacent ontology block 131 of second clamping block 135
The 139 third engaging slots 1310 matched and the 4th half-via 1311 up and down；Two cell blocks of each splicing block 11
13 are matched and bolt nut structure passes through two first half-vias, 133 shape by the first clamping block 132 and the first engaging slot 134
At first through hole 14 achieve a fixed connection；Engaged between the adjacent splicing block 11 in front and back by third clamping block 139 and third
Slot 1310 matches and bolt nut structure passes through the second through-hole 15 that two the 4th half-vias 1311 are formed and realizes fixation；Two sides
Splicing block 11 by the second engaging slot 137 and the second clamping block 135 cooperation and bolt nut structure pass through the second half-via
136 and third half-via 138 formed third through-hole 16 realize fix.
A kind of assembly method of steel construction assembled architecture, including above-mentioned steel construction assembled architecture, specific steps are such as
Under:
The construction of P1, bottom plate 2；
P2,3 lower end of column is connect with bottom plate 2；
P3, connection card closes the segmented poles 312 of several levels between two support rods 31 of each column 3；
P4, splice converter plate 200 between two adjacent columns 3；Connecting shaft 201 is spelled from beginning to end by the segmented poles 312 of several levels
Engaging is connect, second protrusion 103 at the both ends of connecting shaft 201 and the second dovetail groove 104 are sticked in 31 side of adjacent supports bar respectively
The first dovetail groove 100 and the first protrusion 101 on；Baffle 202 is spliced to form up and down by several vertical segmented poles 312；
P5, top plate 1 is erected using hydraulic pressure support equipment, 3 upper end of column is connect with top plate 1.
Specific step is as follows by step P3:
Second protrusion 103 at the both ends of the segmented poles 312 of several levels and the second dovetail groove 104 are distinguished successively from top to bottom respectively
It is sticked on the first dovetail groove 100 and the first protrusion 101 of the side of two support rods 31 of each column 3.
The step of above-mentioned steps P4 is changed into heeling condition by vertical state is as follows:
The lower end of converter plate 200 is pulled out, second protrusion 103 at the both ends of connecting shaft 201 and the second dovetail groove 104 are distinguished
In slide downward on the first dovetail groove 100 of 31 side of adjacent supports bar and the first protrusion 101, until the lower end of converter plate 200
It is resisted against on ground, converter plate 200 forms an inclined inclined plate driven into for vehicle.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalent structure or equivalent flow shift made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant skills
Art field, is included within the scope of the present invention.
Claims (10)
1. a kind of steel construction assembled architecture, it is characterised in that: top plate (1) and bottom plate including the setting of upper and lower relative level
(2) and several vertical columns (3) being set between top plate (1) and bottom plate (2)；Column (3) includes vertical branch
Strut (31) and the connection structure (32) for being respectively arranged at support rod (31) both ends；Connection structure (32) includes a direction support
The drum (34) of the open setting in bar (31) end face and the columned end cap (35) being sheathed on support rod (31)；Support rod
(31) it protrudes into drum (34) inner bottom surface and the two is fixedly connected, drum (34) on inner peripheral surface along circumferential direction if be equipped at intervals with
Dry first threaded hole (36)；The upper edge of end cap (35) is circumferentially fixed with the convex edge (37) of evagination, the lower surface of convex edge (37)
It is resisted against drum (34) upper surface；The groove (21) for accommodating drum (34), circle are respectively equipped on top plate (1) and bottom plate (2)
Bucket (34) outer wall is equipped with several second threaded holes (22) close to groove (21) inner wall, groove (21) inner wall；Several screws (4) by
It is successively threadedly coupled with the first threaded hole (36) and the second threaded hole (22) inside drum (34)；The convex edge (37) of end cap (35) with
There are weld seam (5) between groove (21) outer.
2. steel construction assembled architecture according to claim 1, it is characterised in that: the support rod of each column (3)
(31) include both ends end shank (311) and centre several segmented poles (312)；Segmented poles (312) include mobile jib (313), consolidate
It cylindrical bump (314) in the middle part of mobile jib (313) one end end face and is set to recessed in the middle part of mobile jib (313) the other end face
Hole (315), convex block (314) outer peripheral surface are equipped with external screw thread, and shrinkage pool (315) inner wall is equipped with the interior spiral shell being threadedly engaged with convex block (314)
Line；End shank (311) one end is equipped with the connection structure (32), and the other end is equipped with segmented poles (312) adjacent thereto and matches
Convex block (314) or shrinkage pool (315).
3. steel construction assembled architecture according to claim 1, it is characterised in that: the top plate (1) and bottom plate (2)
The U-steel (12) of splicing block (11) outer is welded in including several splicing blocks (11) and being arranged；Each splicing block (11) is by two
Centrosymmetric cell block (13) is spliced；The cell block (13) includes horizontal positioned L-shaped ontology block (131), this
Body block (131) is located at the first clamping block (132) that evagination is fixed on the side end face at infolding, and ontology block (131) is located at
The first half-via (133) up and down is fixed on another side end face at infolding；It is another with first half-via (133)
The lateral surface of one adjacent ontology block (131) is equipped with the first engaging slot matched with first clamping block (132)
(134)；The second clamping block is fixed with on the lateral surface of another adjacent ontology block (131) of first engaging slot (134)
(135) and up and down the second half-via (136)；The ontology block opposite with lateral surface where the second clamping block (135)
(131) lateral surface be equipped with the second engaging slot (137) for cooperating with second clamping block (135) and up and down the
Three half-vias (138)；Third card is fixed with on the lateral surface of another adjacent ontology block (131) of the second clamping block (135)
Close block (139), the third engaging slot (1310) that matches with third clamping block (139) and the 4th half-via up and down
(1311)；Two cell blocks (13) of each splicing block (11) are matched by the first clamping block (132) and the first engaging slot (134)
And bolt nut structure passes through the first through hole (14) that two first half-vias (133) are formed and achieves a fixed connection；Front and back is adjacent
Splicing block (11) between pass through third clamping block (139) and third engaging slot (1310) matches and bolt nut structure is worn
The second through-hole (15) for crossing the formation of two the 4th half-vias (1311), which is realized, to be fixed；The splicing block (11) of two sides passes through the second engaging slot
(137) and the second clamping block (135) cooperates and bolt nut structure passes through the second half-via (136) and third half-via
(138) third through-hole (16) formed, which is realized, fixes.
4. a kind of assembly method of steel construction assembled architecture, it is characterised in that: filled including steel construction as claimed in claim 3
It is built with formula, the specific steps are as follows: the respective splicing of S1, top plate (1) and bottom plate (2)；S1-1, two centrosymmetric units
Block (13) is matched by the first clamping block (132) and the first engaging slot (134) and bolt nut structure is across two the first half
The first through hole (14) that through-hole (133) is formed realizes that fixation is spliced into a splicing block (11)；The adjacent splicing block in S1-2, front and back
(11) it is matched between by third clamping block (139) and third engaging slot (1310) and bolt nut structure passes through two the 4th
The second through-hole (15) that half-via (1311) is formed, which is realized, to be fixed；S1-3, two sides splicing block (11) pass through the second engaging slot
(137) and the second clamping block (135) cooperates and bolt nut structure passes through the second half-via (136) and third half-via
(138) third through-hole (16) formed, which is realized, fixes；S1-4, U-steel (12) is arranged in the whole outer being spliced to form and by slot
Fashioned iron (12) and splicing block (11) are welded and fixed；
S2, column (3) lower end is connect with bottom plate (2)；S2-1, by end cap (35) pull-up, the drum (34) of column (3) lower end
Be placed in groove (21), staff by several screws (4) by drum (34) it is internal successively with the first threaded hole (36) and the
Two threaded holes (22) are threadedly coupled；End cap (35) is put down and is covered on drum (34)；S2-2, the convex edge (37) to end cap (35)
Weld seam (5) between groove (21) is welded and fixed；
S3, top plate (1) is erected using hydraulic pressure support equipment, column (3) upper end is connect with top plate (1).
5. steel construction assembled architecture according to claim 1 or 3, it is characterised in that: the support rod (31) includes two
The vertical end shank (311) at end and several vertical segmented poles (312) of centre；(312) two opposite exterior lateral sides of segmented poles
Face is equipped with the first dovetail groove (100) up and down, and the opposite lateral surface of another the two of segmented poles (312) is equipped with and described the
First raised (101) that one dovetail groove (100) is engaged；Is respectively equipped on the end face of the upper and lower ends of segmented poles (312)
Two raised (103) and the second dovetail groove (104)；Second raised (103) cooperate with the second dovetail groove (104) to be engaged；And the
Two raised (103) can be also sticked in the first dovetail groove (100), and first raised (101) can also be sticked in the second dovetail groove
(104) in；The transverse direction of second dovetail groove (104) and second raised (103) is equipped with fixation hole (102), and bolt nut structure is worn
Several fixation holes are crossed to reinforce the connection of the second dovetail groove (104) and second raised (103)；End shank (311) one end is equipped with institute
It states connection structure (32), the other end is equipped with the protrusion or dovetail groove that segmented poles (312) adjacent thereto match.
6. steel construction assembled architecture according to claim 5, it is characterised in that: the number of the support rod (31) of each column
Amount is two, and two support rods (31) are parallel to each other；Several horizontal positioned segmented poles are equipped between two support rods (31)
(312), second raised (103) at the both ends of segmented poles (312) and the second dovetail groove (104) are sticked in two support rods (31) respectively
On the first dovetail groove (100) and first raised (101) on side.
7. steel construction assembled architecture according to claim 6, it is characterised in that: adjacent supports bar is additionally provided between (31)
Converter plate (200), converter plate (200) include the horizontal connecting shaft (201) in the top and the gear for being connected to connecting shaft (201) lower end
Plate (202)；Connecting shaft (201) is spliced by segmented poles (312) head and the tail of several levels to be engaged, and the of the both ends of connecting shaft (201)
Two raised (103) and the second dovetail groove (104) are sticked in first dovetail groove (100) and the of adjacent supports bar (31) side respectively
On one raised (101)；Baffle (202) is spliced to form up and down by several vertical segmented poles (312), baffle (202) upper end
Several second raised (103) be sticked on several first dovetail grooves (100) of connecting shaft lower end surface；Converter plate (200) is downward
And when being pulled outwardly, second raised (103) and the second dovetail groove (104) in connecting shaft (201) are respectively at adjacent supports bar (31)
Sliding downwards, forms the low inclined plate by ground in a lower end on the first dovetail groove (100) of side and first raised (101).
8. a kind of assembly method of steel construction assembled architecture, it is characterised in that: filled including steel construction as claimed in claim 7
It is built with formula, the specific steps are as follows:
The construction of P1, bottom plate (2)；
P2, column (3) lower end is connect with bottom plate (2)；
P3, connection card closes the segmented poles (312) of several levels between two support rods (31) of each column (3)；
P4, splice converter plate (200) between adjacent two columns (3)；Connecting shaft (201) by several levels segmented poles
(312) head and the tail splicing engaging, second raised (103) at the both ends of connecting shaft (201) and the second dovetail groove (104) are sticked in respectively
On first dovetail groove (100) of adjacent supports bar (31) side and first raised (101)；Baffle (202) is by several vertical points
Section bar (312) is spliced to form up and down；
P5, top plate (1) is erected using hydraulic pressure support equipment, column (3) upper end is connect with top plate (1).
9. the assembly method of steel construction assembled architecture according to claim 8, it is characterised in that: the specific step of step P3
It is rapid as follows:
The second of the both ends of the segmented poles (312) of several levels raised (103) and the second dovetail groove (104) divide from top to bottom respectively
It is not sticked in successively in the first dovetail groove (100) of the side of two support rods (31) of each column (3) and first raised (101)
On.
10. the assembly method of steel construction assembled architecture according to claim 8, it is characterised in that: above-mentioned steps P4 by
It is as follows that vertical state is changed into the step of heeling condition:
The lower end of converter plate (200) is pulled out, second raised (103) at the both ends of connecting shaft (201) and the second dovetail groove
(104) respectively at slide downward on first dovetail groove (100) of adjacent supports bar (31) side and first raised (101), until
The lower end of converter plate (200) is resisted against on ground, and converter plate (200) forms an inclined inclined plate driven into for vehicle.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910502459.4A CN110173038B (en) | 2019-06-11 | 2019-06-11 | Steel structure assembly type building and assembly method thereof |
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| CN201910502459.4A CN110173038B (en) | 2019-06-11 | 2019-06-11 | Steel structure assembly type building and assembly method thereof |
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| CN110173038B CN110173038B (en) | 2021-02-23 |
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| CN208899516U (en) * | 2018-08-24 | 2019-05-24 | 南京明辉建设有限公司 | Insert-type steel pipe concrete column installing mechanism |
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2019
- 2019-06-11 CN CN201910502459.4A patent/CN110173038B/en not_active Expired - Fee Related
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| CN205243121U (en) * | 2015-12-30 | 2016-05-18 | 山东科技大学 | A isolation bearing that is used for large -span steel room to cover |
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