CN212002460U - Assembled construction channel capable of being turned over - Google Patents
Assembled construction channel capable of being turned over Download PDFInfo
- Publication number
- CN212002460U CN212002460U CN202020327774.6U CN202020327774U CN212002460U CN 212002460 U CN212002460 U CN 212002460U CN 202020327774 U CN202020327774 U CN 202020327774U CN 212002460 U CN212002460 U CN 212002460U
- Authority
- CN
- China
- Prior art keywords
- group
- beams
- construction
- longitudinal
- bolts
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 50
- 239000010959 steel Substances 0.000 claims abstract description 50
- 230000007306 turnover Effects 0.000 claims abstract description 20
- 238000003466 welding Methods 0.000 claims abstract description 15
- 230000000712 assembly Effects 0.000 claims description 6
- 238000000429 assembly Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 abstract description 12
- 239000000463 material Substances 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 6
- 230000007774 longterm Effects 0.000 description 2
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- -1 fasteners Substances 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000010408 sweeping Methods 0.000 description 1
Images
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses an assembled construction passage capable of turnover, which comprises a group of upright posts (1), wherein the top ends of the upright posts are connected with a pair of longitudinal beams (2) through bolts; two ends of the longitudinal beams are respectively connected with the shear walls (3) at two ends of the longitudinal beams through bolts; the longitudinal beams are connected through a group of cross beams (4); a pedal (5) is laid on one group of beams; the tops of the longitudinal beams are connected with the guardrails (6) through bolts. The utility model discloses carry out bolted connection at whole assembly in-process mainly with bolt assembly and expansion bolts standard component, only a small amount of positions adopt spot welding to connect. The assembling process and the disassembling process are both convenient and fast, and the assembling and disassembling device is very suitable for turnover use. After the construction channel is assembled, only a small number of upright columns which are arranged orderly are connected with the structural beam or the ground below the construction channel, and the normal construction of the lower layer or the ground is not influenced at all. Adopt the utility model discloses a construction channel has effectively improved the efficiency of construction, has avoided occupying turnover materials such as fastener and steel pipe for a long time, can reduce construction cost.
Description
Technical Field
The utility model relates to a pin-connected panel construction passageway of can having enough to meet need belongs to the supplementary construction equipment technical field of industry and civilian building.
Background
In the building engineering, the interlayer or unit cannot pass due to the staggered floor or jump house type design, so that the construction is inconvenient. In order to ensure the construction passage, the prior art adopts a mode that a construction channel is built between layers or units by a fastener type steel pipe scaffold as the construction channel. The existing construction mode can occupy a large amount of materials such as fasteners, steel pipes and the like, so that the fasteners and the steel pipes cannot be used in a circulating way; in addition, the construction channel erected by the fastener type steel pipe scaffold occupies a large area, and the later-stage decoration construction of the floor slab is influenced; the floor sweeping rod, the horizontal rod and the like of the fastener type steel pipe scaffold can cause difficulty in passing below the construction channel, and even cannot pass at all. Although the problem of an upper construction channel is solved, the normal passing of the upper construction channel is influenced in turn, so that the defects still exist in the prior art and need to be further improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pin-connected panel can have enough to meet need construction passageway to solve the problem of upper portion layer-to-layer or unit room construction passageway, and ensure construction passageway's normal current simultaneously, thereby effectively improve the efficiency of construction and overcome the not enough of prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model relates to an assembled construction passage capable of turnover, which comprises a group of upright posts, wherein the top ends of the upright posts are connected with a pair of longitudinal beam bolts; two ends of the longitudinal beams are respectively connected with the shear wall bolts at the two ends of the longitudinal beams; the pair of longitudinal beams are connected through a group of cross beams in a spot welding manner; a group of cross beams are paved with pedals; the tops of the longitudinal beams are connected with the guardrail bolts; forming a construction channel.
In the assembled turnover construction channel, the upright posts are square steel welding pieces with the diameters of 100mm multiplied by 2 mm; two ends of the square steel are respectively welded with 250mm multiplied by 2mm connecting steel plates, and a group of connecting holes are arranged on the connecting steel plates; the connecting steel plate at the bottom end of the upright post is connected with the structural beam of the ground or the lower building through a group of expansion bolts; the connecting steel plate at the top end of the upright post is connected with the bottom of the longitudinal beam through a group of bolt assemblies.
In the assembled turnover construction channel, the longitudinal beam is a square steel welding piece of 100mm multiplied by 2 mm; two ends of the longitudinal beam are respectively welded with a 250mm multiplied by 2mm wall connecting steel plate, and a group of connecting holes are arranged on the wall connecting steel plate; the wall connecting steel plates at two ends of the longitudinal beam are respectively connected with the shear wall bolts at two ends of the construction channel through expansion bolts; 200mm multiplied by 100mm multiplied by 10mm guardrail connecting lugs and 100mm multiplied by 10mm cross beam base plates are welded on the top surfaces of the longitudinal beams at equal intervals; one end of the guardrail connecting lug is welded with the inner side of the longitudinal beam in an aligning way, and the other end of the guardrail connecting lug extends out of the outer side of the longitudinal beam; the extended section of the guardrail connecting lug is provided with a group of connecting holes, and the connecting holes are connected with guardrail bolts through bolt assemblies; the bottom surface of the longitudinal beam is welded with an upright post connecting plate connected with the upright post; a group of connecting holes are arranged on the upright post connecting plate.
In the assembled turnover construction channel, the guardrail is a welding part formed by a group of upright posts and a group of cross bars; the distance between the vertical rods corresponds to the distance between the guardrail connecting lugs on the longitudinal beam; the lower end of the vertical rod is welded with the center of the top surface of the longitudinal beam connecting plate; the longitudinal beam connecting plate is connected with a guardrail connecting lug bolt on the longitudinal beam through a bolt component.
In the assembly type turnover construction channel, the cross beams are square steel components with the size of 60mm multiplied by 2mm, and two ends of one group of cross beams are respectively welded with the top surfaces of the guardrail connecting lugs or the cross beam base plates on the pair of longitudinal beams.
In the assembly type construction channel capable of being turned round, the top surface of the beam is paved with a pedal formed by a pattern steel plate with the thickness of 3 mm.
Since the technical scheme is used, the utility model discloses compare with prior art, the utility model discloses a can have enough to meet the need and use standardized stand, longeron and guardrail component, at the scene through the construction passageway between bolt assembly and expansion bolts makeup into the tie coat or between the unit. In the whole assembling process, bolt components and expansion bolt standard parts are mainly used for bolt connection, and only a small number of parts are fixed by spot welding. The assembling process and the disassembling process are both convenient and fast, and the assembling and disassembling device is very suitable for turnover use. After the construction channel is assembled, only a small number of upright columns which are arranged orderly are connected with the structural beam or the ground below the construction channel, and the normal construction of the lower layer or the ground is not influenced at all. Adopt the utility model discloses a construction passage has effectively improved the efficiency of construction, has also avoided the long-term occupancy of turnover materials such as fastener and steel pipe simultaneously, can reduce construction cost.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is an enlarged view of a portion of FIG. 1 at B;
FIG. 4 is an enlarged view of a portion of FIG. 1 at C;
fig. 5 is a partial enlarged view at D in fig. 1.
The figures are labeled as follows: 1-upright post, 2-longitudinal beam, 3-shear wall, 4-cross beam, 5-pedal, 6-guardrail, 7-connecting steel plate, 8-connecting hole, 9-expansion bolt, 10-structural beam or ground, 11-bolt component, 12-wall connecting steel plate, 13-guardrail connecting lug, 14-cross beam base plate, 15-upright post connecting plate, 16-upright post, 17-cross rod and 18-longitudinal beam connecting plate.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
The utility model relates to an assembled construction passage capable of turnover, as shown in figures 1-5, comprising a group of upright posts 1, wherein the top ends of the group of upright posts 1 are connected with a pair of longitudinal beams 2 by bolts; two ends of the longitudinal beams 2 are respectively connected with the shear walls 3 at two ends of the longitudinal beams 2 through bolts; the pair of longitudinal beams 2 are connected through a group of cross beams 4 in a spot welding mode; a pedal 5 is laid on the group of cross beams 4; the tops of the longitudinal beams 2 are connected with the guardrails 6 through bolts; forming a construction channel.
As shown in fig. 2, the upright column 1 is a square steel welding piece of 100mm × 100mm × 2 mm; two ends of the square steel are respectively welded with a 250mm multiplied by 2mm connecting steel plate 7, and a group of connecting holes 8 are arranged on the connecting steel plate 7; the connecting steel plate 7 at the bottom end of the upright post 1 is in bolted connection with a structural beam 10 of the ground or the lower building through a group of expansion bolts 9. As shown in fig. 3, the connecting steel plate 7 at the top end of the upright 1 is bolted to the bottom of the longitudinal beam 2 through a set of bolt assemblies 11.
As shown in fig. 5, the longitudinal beam 2 is a square steel welded part of 100mm × 100mm × 2 mm; two ends of the longitudinal beam 2 are respectively welded with a 250mm multiplied by 2mm wall connecting steel plate 12, and the wall connecting steel plate 12 is provided with a group of connecting holes 8; the wall connecting steel plates 12 at the two ends of the longitudinal beam 2 are respectively in bolted connection with the shear walls 3 at the two ends of the construction channel through expansion bolts 9; as shown in fig. 3 and 4, 200mm × 100mm × 10mm guardrail connecting lugs 13 and 100mm × 100mm × 10mm beam backing plates 14 are welded on the top surfaces of the longitudinal beams 2 at equal intervals. As shown in fig. 3, one end of the guardrail connecting lug 13 is welded with the inner side of the longitudinal beam 2 in an aligning way, and the other end of the guardrail connecting lug 13 extends out of the outer side of the longitudinal beam 2; the extended section of the guardrail connecting lug 13 is provided with a group of connecting holes 8, and the connecting holes 8 are in bolted connection with the guardrail 6 through a bolt component 11; the bottom surface of the longitudinal beam 2 is welded with an upright post connecting plate 15 connected with the upright post 1; a group of connecting holes 8 are arranged on the upright post connecting plate 15.
As shown in fig. 1, the guard rail 6 is a weldment consisting of a set of uprights 16 and a set of cross bars 17; the distance between the upright rods 16 corresponds to the distance between the guardrail connecting lugs 13 on the longitudinal beam 2; as shown in fig. 3, the lower end of the upright 16 is welded with the center of the top surface of the longitudinal beam connecting plate 18; the longitudinal beam connecting plate 18 is in bolted connection with the guardrail connecting lug 13 on the longitudinal beam 2 through the bolt assembly 11. As shown in fig. 1, 3 and 4, the cross beams 4 are square steel members with the thickness of 60mm × 60mm × 2mm, and both ends of one group of cross beams 4 are respectively welded with the top surfaces of the guardrail connecting lugs 13 or the cross beam backing plates 14 on the pair of longitudinal beams 2.
As shown in fig. 1, 4 and 5, a tread plate 5 made of a pattern steel plate with the thickness of 3mm is laid on the top surface of a group of cross beams 4.
An assembling method for the above assembling construction channel of the present invention is, as shown in fig. 1 to 5, assembling according to the following steps:
a. designing drawings of the upright posts 1, the longitudinal beams 2 and the guardrails 6 are entrusted to a professional factory for external cooperation and processing;
b. the processed upright posts 1, the longitudinal beams 2 and the guardrails 6 are transported to a construction site;
c. according to the length of a construction channel to be erected, connecting steel plates 7 at the bottom ends of a group of stand columns 1 are in bolted connection with a structural beam 10 on the ground or on the lower layer of the construction channel through a group of expansion bolts 9 and used as supports of longitudinal beams 2;
d. the upright post connecting plates 15 at the bottoms of the longitudinal beams 2 are in bolted connection with the connecting steel plates 7 corresponding to the top ends of the upright posts 1 through a group of bolt assemblies 11;
e. connecting wall connecting steel plates 12 at two ends of a pair of longitudinal beams 2 with shear walls 3 at two ends of a construction channel through a group of expansion bolts 9 respectively;
f. cutting a 60mm × 60mm × 2mm square steel into short sections according to the distance between the outer sides of a pair of longitudinal beams 2 on a construction site to serve as a group of cross beams 4; the cross beam 4 and the pedal 5 are prevented from shifting in the use process, and meanwhile, the disassembly is convenient for turnover use;
g. aligning two ends of a group of cross beams 4 with the outer sides of a pair of longitudinal beams 2, and performing spot welding with guardrail connecting lugs 13 or cross beam base plates 14 at the tops of the longitudinal beams 2; the cross beam 4 and the pedal 5 are prevented from shifting in the use process, and meanwhile, the disassembly is convenient for turnover use;
h. paving pedals 5 on the top surfaces of the group of cross beams 4, and performing spot welding with the cross beams 4;
i. a group of upright post connecting plates 15 at the bottom of the guardrail 6 are connected with guardrail connecting lugs 13 on the longitudinal beams 2 through a group of bolt assemblies 11 in a bolt mode.
The utility model discloses a can have enough to meet the need and use standardized stand, longeron and guardrail component, the construction passageway between the tie layer or unit is assembled into through bolt assembly and expansion bolts at the scene. In the whole assembling process, bolt components and expansion bolt standard parts are mainly used for bolt connection, and only a small number of parts are fixed by spot welding. The assembling process and the disassembling process are both convenient and fast, and the assembling and disassembling device is very suitable for turnover use. After the construction channel is assembled, only a small number of upright columns which are arranged orderly are connected with the structural beam or the ground below the construction channel, and the normal construction of the lower layer or the ground is not influenced at all. Adopt the utility model discloses a construction passage has effectively improved the efficiency of construction, has also avoided the long-term occupancy of turnover materials such as fastener and steel pipe simultaneously, can reduce construction cost.
Claims (6)
1. The utility model provides a construction passageway can have enough to meet need of pin-connected panel, includes a set of stand (1), its characterized in that: the top ends of a group of upright posts (1) are connected with a pair of longitudinal beams (2) through bolts; two ends of the longitudinal beams (2) are respectively connected with the shear walls (3) at two ends of the longitudinal beams (2) through bolts; the longitudinal beams (2) are connected through a group of cross beams (4) in a spot welding manner; a pedal (5) is laid on the group of cross beams (4); the tops of the longitudinal beams (2) are connected with the guardrails (6) through bolts; forming a construction channel.
2. The assembled turnover construction channel of claim 1, wherein: the upright post (1) is a square steel welding piece with the thickness of 100mm multiplied by 2 mm; two ends of the square steel are respectively welded with a 250mm multiplied by 2mm connecting steel plate (7), and a group of connecting holes (8) are arranged on the connecting steel plate (7); the connecting steel plate (7) at the bottom end of the upright post (1) is in bolt connection with a structural beam (10) of the ground or the lower building through a group of expansion bolts (9); the connecting steel plate (7) at the top end of the upright post (1) is connected with the bottom of the longitudinal beam (2) through a group of bolt assemblies (11).
3. The assembled turnover construction channel of claim 1, wherein: the longitudinal beam (2) is a square steel welding piece with the thickness of 100mm multiplied by 2 mm; two ends of the longitudinal beam (2) are respectively welded with a wall connecting steel plate (12) with the thickness of 250mm multiplied by 2mm, and a group of connecting holes (8) are arranged on the wall connecting steel plate (12); the wall connecting steel plates (12) at the two ends of the longitudinal beam (2) are respectively connected with the shear walls (3) at the two ends of the construction channel through expansion bolts (9) by bolts; guard rail connecting lugs (13) of 200mm multiplied by 100mm multiplied by 10mm and cross beam base plates (14) of 100mm multiplied by 10mm are welded on the top surfaces of the longitudinal beams (2) at equal intervals; one end of the guardrail connecting lug (13) is aligned and welded with the inner side of the longitudinal beam (2), and the other end of the guardrail connecting lug (13) extends out of the outer side of the longitudinal beam (2); the extended section of the guardrail connecting lug (13) is provided with a group of connecting holes (8), and the connecting holes (8) are in bolt connection with the guardrail (6) through a bolt component (11); the bottom surface of the longitudinal beam (2) is welded with an upright post connecting plate (15) connected with the upright post (1); a group of connecting holes (8) are arranged on the upright post connecting plate (15).
4. The assembled turnover construction channel of claim 3, wherein: the guardrail (6) is a welding piece formed by a group of upright rods (16) and a group of cross rods (17); the distance between the vertical rods (16) corresponds to the distance between the guardrail connecting lugs (13) on the longitudinal beam (2); the lower end of the upright rod (16) is welded with the center of the top surface of the longitudinal beam connecting plate (18); the longitudinal beam connecting plate (18) is in bolt connection with a guardrail connecting lug (13) on the longitudinal beam (2) through a bolt component (11).
5. The assembled turnover construction channel of claim 3, wherein: the cross beams (4) are square steel components with the thickness of 60mm multiplied by 2mm, and two ends of one group of cross beams (4) are respectively welded with the top surfaces of guardrail connecting lugs (13) or cross beam base plates (14) on a pair of longitudinal beams (2).
6. The assembled turnover construction channel of claim 4, wherein: the top surface of the group of cross beams (4) is paved with a pedal (5) consisting of a pattern steel plate with the thickness of 3 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020327774.6U CN212002460U (en) | 2020-03-16 | 2020-03-16 | Assembled construction channel capable of being turned over |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020327774.6U CN212002460U (en) | 2020-03-16 | 2020-03-16 | Assembled construction channel capable of being turned over |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212002460U true CN212002460U (en) | 2020-11-24 |
Family
ID=73432784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020327774.6U Expired - Fee Related CN212002460U (en) | 2020-03-16 | 2020-03-16 | Assembled construction channel capable of being turned over |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212002460U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236693A (en) * | 2020-03-16 | 2020-06-05 | 中国建筑第四工程局有限公司 | Assembled construction channel capable of being turned over and assembling method |
-
2020
- 2020-03-16 CN CN202020327774.6U patent/CN212002460U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236693A (en) * | 2020-03-16 | 2020-06-05 | 中国建筑第四工程局有限公司 | Assembled construction channel capable of being turned over and assembling method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090925B (en) | Reinforced precast reinforced concrete shear wall, structural system and construction method thereof | |
| CN103206014B (en) | Multi-high-rise assembled steel structure frame supporting system capable of realizing rigid connection of joints | |
| CN212002460U (en) | Assembled construction channel capable of being turned over | |
| CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
| CN107460948A (en) | The double-deck RC plate-type transfer floors and construction method of superstructure are poured after a kind of | |
| CN104032829A (en) | Modularized high-rise assembled steel structure pre-stressed eccentric support system | |
| CN211647306U (en) | Floor carrier plate bearing structure with adjustable steel construction large-span | |
| CN112982963A (en) | Hyperboloid wood grain clear water concrete roof construction supporting template and construction process | |
| CN111424948A (en) | Construction method and construction platform for cantilever structure layer of high-rise building | |
| CN104018574A (en) | Modularization multi-high-rise assembly type steel structure occlusion steel beam prestress eccentric support system | |
| CN202577162U (en) | Combined-type steel pipe bracket | |
| CN111236693A (en) | Assembled construction channel capable of being turned over and assembling method | |
| CN202990497U (en) | Modular parking lot | |
| CN202152442U (en) | Assembling type steel tube-vertical post system | |
| CN112372808B (en) | Three-fold-line double-step prefabricated stand board die and stand board construction method | |
| CN209976088U (en) | Assembled protection canopy | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN111608317A (en) | Installation foundation of overhead embedded GIS equipment | |
| CN213953062U (en) | Steel guardrail bar form convenient to disassemble | |
| CN214006471U (en) | Steel tube scaffold operation platform on four-beam traveling crane of industrial factory building | |
| CN103898974A (en) | Modularized multi-high-layer assembly type steel-structure meshed steel beam framework central supporting system | |
| CN215519538U (en) | Roof railing corridor structure | |
| CN217538085U (en) | Assembled multilayer stereo garage | |
| CN219691021U (en) | Be used for facing empty ALC wallboard construction tool | |
| CN203891212U (en) | Beam column connecting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201124 |