CN114893002A - Recyclable construction channel structure for lined villas and construction method thereof - Google Patents
Recyclable construction channel structure for lined villas and construction method thereof Download PDFInfo
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- CN114893002A CN114893002A CN202210713063.6A CN202210713063A CN114893002A CN 114893002 A CN114893002 A CN 114893002A CN 202210713063 A CN202210713063 A CN 202210713063A CN 114893002 A CN114893002 A CN 114893002A
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- 238000010276 construction Methods 0.000 title claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 91
- 239000010959 steel Substances 0.000 claims abstract description 91
- 230000008093 supporting effect Effects 0.000 claims abstract description 65
- 238000009434 installation Methods 0.000 claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims abstract description 12
- 238000000034 method Methods 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 230000001681 protective effect Effects 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 230000007306 turnover Effects 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 8
- 239000004566 building material Substances 0.000 abstract description 6
- 230000032258 transport Effects 0.000 abstract description 6
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- 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
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
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- 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
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
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- 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
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3209—Temporary tunnels specially adapted against falling objects
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Abstract
The invention discloses a rotatable construction channel structure for a united villa and a construction method thereof, and relates to the technical field of building construction channels. According to the structure, the left floor slabs and the right floor slabs are fixedly connected through the supporting component, and the bottom of the supporting component is fixedly connected with the reinforcing component; the supporting assembly comprises supporting pieces, I-shaped steel girders and I-shaped steel upright posts, the supporting pieces are respectively and fixedly connected between the left floor slab and the right floor slab, the I-shaped steel girders are fixedly connected among the supporting pieces, and the I-shaped steel girders are respectively and fixedly connected through the I-shaped steel upright posts; the method comprises the steps of welding the left floor slab and the right floor slab by adopting I-shaped steel girders, and welding the I-shaped steel girders on the n layers and the n +1 layers by adopting I-shaped steel upright posts. The invention transports the building materials through the channel, and other buildings are connected with the building through the installation material transport channel for material transportation, so that the construction cost is greatly reduced through the channel.
Description
Technical Field
The invention belongs to the technical field of building construction channels, and particularly relates to a rotatable construction channel structure for villas in united arrangement and a construction method thereof.
Background
The low-rise and low-density garden houses such as the villas can meet the requirements of people on good living environment, can provide a living environment which is loose, comfortable, quiet and free and independent, and is more and more popular with high-consumption people in China.
The existing united villas are generally formed by connecting a plurality of houses or dozens of houses or even dozens of houses with lower floors smaller than 5 floors in parallel, and as the number of single houses is large, huge vertical transport machines or discharge platforms need to be invested in the secondary structure and the rough installation construction process, so that the construction cost is high, and the field safety management difficulty is high.
A recyclable construction channel for a united villa project is designed, vertical transportation machinery is only installed on part of buildings in the secondary structure and the rough installation construction process, and other buildings are connected with the buildings through installation material transportation channels for material transportation.
Disclosure of Invention
The invention aims to provide a recyclable construction channel structure for a united villa and a construction method thereof, and solves the problems that the number of single united villas is large, and huge vertical transport machines or discharge platforms need to be invested in the construction process of building materials, so that the construction cost is high, and the field safety management difficulty is high.
In order to solve the technical problems, the invention is realized by the following technical scheme:
the invention relates to a rotatable construction channel structure for a united villa, which comprises a left floor and a right floor, wherein the left floor and the right floor are fixedly connected through a supporting component, and the bottom of the supporting component is fixedly connected with a reinforcing component;
the supporting assembly comprises supporting pieces, I-shaped steel main beams and I-shaped steel stand columns, the supporting pieces are fixedly connected between a left floor slab and a right floor slab respectively, the I-shaped steel main beams are fixedly connected among the supporting pieces, and the I-shaped steel main beams are fixedly connected through the I-shaped steel stand columns respectively;
the reinforcing components are divided into two groups and comprise supporting rods, telescopic columns, first springs, fixed blocks, first movable arms, second springs and supporting blocks, two ends of each supporting rod are respectively and fixedly connected to different supporting pieces, the tops of the supporting rods are fixedly connected with the fixed blocks, one ends of the four first movable arms are movably connected to the fixed blocks, the other ends of every two first movable arms are movably connected to one end of each second movable arm, the other ends of the two second movable arms are movably connected to the supporting blocks, the supporting blocks are fixedly connected to the bottoms of the I-steel main beams, and the bottoms of the supporting blocks are fixedly connected with the tops of the fixed blocks through the second springs; two equal fixedly connected with telescopic column's one end on the second digging arm, telescopic column other end fixed connection is on support piece, just telescopic column week side is provided with first spring.
Preferably, there are two left floor slabs and two right floor slabs, each of the left floor slabs and the right floor slabs is the same floor slab of two adjacent villas, and the distance between the two left floor slabs is equal to the distance between the two right floor slabs.
Preferably, the supporting component further comprises a fixing support and an installation block, the fixing support is fixedly connected to the left floor and the right floor respectively and is provided with an installation block fixedly connected to the fixing support, the installation block is fixedly connected to one support piece, and the number of the fixing support, the number of the installation blocks and the number of the support pieces are the same and four.
Preferably, wherein two level parallels equal fixedly connected with decorative pattern steel sheet between the I-steel girder, the decorative pattern steel sheet thickness is 3mm, another two level parallels equal fixedly connected with protection canopy between the I-steel girder, protection canopy is located the decorative pattern steel sheet directly over.
Preferably, each corner position at protection canopy top is fixedly connected with couple respectively, the inside of protection canopy threaded connection at the I-steel girder is run through to the couple bottom, just the quantity of couple is four.
Preferably, the two side faces of the patterned steel plate are respectively and fixedly connected with a protective railing, and each protective railing is internally and fixedly connected with a galvanized iron sheet.
Preferably, the two groups of reinforcing components are fixedly connected through connecting rods, and two ends of each connecting rod are respectively and fixedly connected between the two supporting rods.
A method for constructing a rotatable construction channel structure of a united villa comprises the following steps:
s1, taking the same floor of two adjacent villas as a building site of a channel structure, and sequentially installing a fixed support, an installation block and a support piece on the nth floor and the (n + 1) th floor of a left floor and a right floor respectively;
s2, welding the left floor slab and the right floor slab by adopting I-shaped steel girders, and welding the n layers of I-shaped steel girders and the n +1 layers of I-shaped steel girders by adopting I-shaped steel upright posts;
s3, paving a pattern steel plate on the H-shaped steel girder on the nth layer, and paving a protective shed on the H-shaped steel girder on the (n + 1) th layer;
s4, respectively welding a group of reinforcing assemblies on two sides of the bottom of the H-steel girder on the nth layer to complete the integral construction of the channel;
and S5, after the nth layer of whole building is finished, detaching the fixed support, lifting the whole channel upwards to the (n + 1) th layer through the hook, and turning upwards layer by layer for use.
The invention has the following beneficial effects:
1. the invention forms a channel connected between two villas and the same floor by erecting channels on the same floor of two adjacent villas, arranging detachable fixed supports on the nth floor and the (n + 1) th floor, erecting and welding I-steel main beams and I-steel upright columns on the fixed supports, and laying galvanized iron sheets on the I-steel upright columns, thereby carrying out the transportation of building materials through the channel in the construction process of the same floor of the subsequent villas, connecting the rest of the villas with the villas for the transportation of materials through the installation material transportation channel, greatly reducing the construction cost of the channel without investing huge number of vertical conveyors or erecting unloading platforms, detaching the fixed supports after the integral construction of the nth floor is finished, vertically transporting the whole channel to the (n + 1) th floor through a crane, and continuing the construction of the (n + 1) th floor, the villa can be quickly constructed, and the construction efficiency is improved.
2. According to the invention, the reinforcing component is arranged at the bottom of the H-shaped steel girder on the nth layer, the pressure applied to the H-shaped steel girder is downwards transmitted to the supporting block through the reinforcing component, the second spring is compressed after the supporting block is applied with the pressure, one end of the first movable arm and one end of the second movable arm move outwards, so that the telescopic column connected with the second movable arm is contracted, the telescopic column is slightly contracted under the elastic deformation of the first spring, the pressure is transmitted to two sides, the supporting capability of the H-shaped steel girder is stronger, and the pressure generated to a certain section of the H-shaped steel girder can be uniformly distributed on the H-shaped steel girder, so that the damage of the H-shaped steel girder caused by bending is avoided, and the compression resistance and the safety performance of the H-shaped steel girder are enhanced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic view of the overall structure of a reusable construction passage structure for a villa according to the present invention;
fig. 2 is a schematic view of a main view structure of a reusable construction passage structure for a villa according to the present invention;
FIG. 3 is an enlarged view taken at A of FIG. 2 according to the present invention;
FIG. 4 is an enlarged view of the invention at B of FIG. 2;
FIG. 5 is an enlarged view of FIG. 2 at C;
fig. 6 is a schematic bottom structure view of a reusable construction passage structure for a villa according to the present invention;
FIG. 7 is an enlarged view of the invention at D in FIG. 6.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a left floor slab; 2. a right floor slab; 3. a fixed support; 4. mounting blocks; 5. a support member; 6. an I-steel main beam; 7. i-shaped steel upright posts; 8. a patterned steel plate; 9. a protective shed; 10. hooking; 11. a guard rail; 12. galvanized iron sheet; 13. a connecting rod; 14. a support bar; 15. a telescopic column; 16. a first spring; 17. a fixed block; 18. a first movable arm; 19. a second movable arm; 20. a second spring; 21. and (7) a supporting block.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further described with the specific embodiments.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-7, the invention is a circulating construction passage structure for a united villa, comprising a left floor slab 1 and a right floor slab 2, wherein a plurality of left floor slabs 1 and a plurality of right floor slabs 2 are fixedly connected through a supporting component, and the bottom of the supporting component is fixedly connected with a reinforcing component; the left floor slab 1 and the right floor slab 2 are used as floor slabs of two adjacent villas, and the channel is erected between the nth layer and the (n + 1) th layer so as to finish the transportation of building materials.
Wherein, there are two left floor 1 and right floor 2, and every left floor 1 is the same floor of two adjacent villas with every right floor 2 respectively, and the distance of two left floors 1 equals with the distance between two right floors 2.
The supporting assembly comprises supporting pieces 5, I-shaped steel main beams 6 and I-shaped steel upright posts 7, the supporting pieces 5 are respectively and fixedly connected between the left floor slab 1 and the right floor slab 2, the I-shaped steel main beams 6 are fixedly connected between the supporting pieces 5, the supporting pieces 5 are respectively and fixedly connected between the I-shaped steel main beams 6 through the I-shaped steel upright posts 7 and are used for supporting the I-shaped steel main beams 6, so that the I-shaped steel main beams 6 are convenient to install, the I-shaped steel main beams 6 are used as main body supporting parts of the channel and are connected with two adjacent villas, and the I-shaped steel upright posts 7 are used for connecting the I-shaped steel main beams 6 on the upper layer and the lower layer, so that a reinforcing and supporting effect is achieved, and collapse is avoided in the process of transporting building materials;
wherein, the supporting component still includes fixing support 3 and installation piece 4, a plurality of fixing support 3 are fixed connection respectively on left floor 1 and right floor 2, and equal fixedly connected with installation piece 4 on every fixing support 3, every installation piece 4 all with a support piece 5 fixed connection, fixing support 3, installation piece 4 and support piece 5 quantity are the same, all there are four, fixing support 3 is used for fixing on first floor 1 and second floor 2, accomplish the dismantlement of whole passageway through dismantling fixing support 3 after each floor overall construction finishes, thereby conveniently upwards have enough to meet the need the use with the passageway, installation piece 4 is used for installing fixedly support piece 5 and fixing support 3.
Wherein, equal fixed connection has decorative pattern steel sheet 8 between the I-steel girder 6 of two horizontal parallels wherein, decorative pattern steel sheet 8's thickness is 3mm, equal fixedly connected with protection canopy 9 between the I-steel girder 6 of another two horizontal parallels, protection canopy 9 is located decorative pattern steel sheet 8 directly over, decorative pattern steel sheet 8 is as the floor of passageway, its surface is covered with the decorative pattern, thereby make things convenient for the transportation of personnel current and material, avoid skidding, protection canopy 9 is used for playing the guard action at top to the passageway, avoid the passageway to receive the influence of top construction, and protection canopy 9 is the protection shed top of stereoplasm.
Wherein, each corner position at protection canopy 9 top is fixedly connected with couple 10 respectively, and 9 threaded connection in the inside of I-steel girder 6 of protection canopy is run through to couple 10 bottom, and the quantity of couple 10 is four, on couple 10 sets up and the I-steel girder 6 on n +1 th layer, after the nth layer construction finishes, catches on couple 10 through equipment such as loop wheel machine and comes the transport corridor that makes progress, installs it at n +1 th layer.
Wherein, 8 both sides face of decorative pattern steel sheet are fixedly connected with respectively and prevent railing 11, and the equal fixedly connected with galvanized iron 12 in every prevents railing 11 inside, prevents railing 11 and is used for playing the guard action to the passageway both sides, prevents railing 12 and is 50 x 2's square steel, and galvanized iron 12 plays the effect of strengthening the protection, and the thickness of tinned iron 12 is 1 mm.
Two groups of reinforcing components are provided, and each group of reinforcing components comprises a supporting rod 14, a telescopic column 15, a first spring 16, a fixed block 17, a first movable arm 18, a second movable arm 19, a second spring 20 and a supporting block 21, wherein two ends of the supporting rod 14 are respectively and fixedly connected to different supporting pieces 5, the top of the supporting rod 14 is fixedly connected with the fixed block 17, the fixed block 17 is movably connected with one end of each of the four first movable arms 18, the other ends of each of the two first movable arms 18 are movably connected to one end of the second movable arm 19, the other ends of the two second movable arms 19 are movably connected to the supporting block 21, the supporting block 21 is fixedly connected to the bottom of the I-shaped steel main beam 6, and the bottom of the supporting block 21 is fixedly connected with the top of the fixed block 17 through the second spring 20; one end of a telescopic column 15 is fixedly connected to each of two second movable arms 19, the other end of the telescopic column 15 is fixedly connected to the support member 5, a first spring 16 is arranged on the peripheral side of the telescopic column 15, the support rod 14 plays a role of supporting a group of reinforcing components, when a transport material passes through the channel, the I-beam 6 is inevitably subjected to large pressure due to heavy building materials, the I-beam 6 is slightly deformed, the generated pressure is downwards transmitted to the support block 21, the second spring 20 is compressed after the support block 21 is subjected to the pressure, the first movable arm 18 and one end of the second movable arm 19 move outwards, the telescopic column 15 connected with the second movable arm 19 is contracted, the telescopic column 15 slightly contracts under the elastic deformation of the first spring 16, so that the pressure is transmitted to two sides, the supporting capability of the I-beam 6 is stronger, and the pressure generated on a certain section of the I-beam 6 can be uniformly distributed on the I-beam 6, thereby avoiding the I-steel girder 6 from being damaged due to bending and enhancing the compression resistance and the safety performance.
Wherein, through connecting rod 13 fixed connection between two sets of reinforcement subassembly, connecting rod 13 both ends fixed connection respectively between two spinal branch vaulting poles 14, connecting rod 13 is used for connecting two sets of reinforcement subassemblies to make the atress become more even.
A building method of a rotatable construction channel structure of an inline villa comprises the following steps:
s1, taking the same floor of two adjacent villas as a building site of a channel structure, and sequentially installing the fixed support 3, the installation block 4 and the support piece 5 on the nth floor and the (n + 1) th floor of the left floor 1 and the right floor 2 respectively;
s2, welding the left floor slab 1 and the right floor slab 2 by adopting I-shaped steel girders 6, and welding the I-shaped steel girders 6 on the n layers and the n +1 layers by adopting I-shaped steel upright posts 7;
s3, paving a pattern steel plate 8 on the H-shaped steel girder 6 on the nth layer, and paving a protective shed 9 on the H-shaped steel girder 6 on the (n + 1) th layer;
s4, respectively welding a group of reinforcing assemblies on two sides of the bottom of the H-steel main beam 6 on the nth layer to complete the integral construction of the channel;
s5, after the nth layer of whole building is completed, the fixed support 3 is disassembled, the whole channel is lifted upwards to the (n + 1) th layer through the hook 10, and the whole channel is turned upwards layer by layer for use.
The foregoing shows and describes the general principles and broad features of the present invention and advantages thereof. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides a but gang villa turnover construction access structure, includes left floor (1) and right floor (2), its characterized in that: the left floor slabs (1) and the right floor slabs (2) are fixedly connected through supporting components, and reinforcing components are fixedly connected to the bottoms of the supporting components;
the supporting assembly comprises supporting pieces (5), I-shaped steel main beams (6) and I-shaped steel stand columns (7), the supporting pieces (5) are fixedly connected between the left floor (1) and the right floor (2) respectively, the I-shaped steel main beams (6) are fixedly connected between the supporting pieces (5), and the I-shaped steel main beams (6) are fixedly connected through the I-shaped steel stand columns (7) respectively;
the two groups of reinforcing components comprise supporting rods (14), telescopic columns (15), first springs (16), fixed blocks (17), first movable arms (18), second movable arms (19), second springs (20) and supporting blocks (21), two ends of the supporting rod (14) are respectively fixedly connected to different supporting pieces (5), the top of the supporting rod (14) is fixedly connected with a fixed block (17), one end of each of four first movable arms (18) is movably connected to the fixed block (17), the other end of each of two first movable arms (18) is movably connected to one end of a second movable arm (19), the other end of each of two second movable arms (19) is movably connected to a supporting block (21), the supporting block (21) is fixedly connected to the bottom of the I-shaped steel girder (6), the bottom of the supporting block (21) is fixedly connected with the top of the fixed block (17) through a second spring (20); two the one end of the flexible post of equal fixedly connected with (15) on second digging arm (19), flexible post (15) other end fixed connection is on support piece (5), just flexible post (15) week side is provided with first spring (16).
2. The structure of a circulating construction passage for villas in claim 1, wherein the number of the left floor (1) and the right floor (2) is two, each of the left floor (1) and the right floor (2) is the same floor of two adjacent villas, and the distance between the two left floors (1) is equal to the distance between the two right floors (2).
3. The structure of a circulating construction passage for an inline villa according to claim 2, wherein the supporting component further comprises a plurality of fixing supports (3) and mounting blocks (4), the fixing supports (3) are respectively fixedly connected to the left floor (1) and the right floor (2), each fixing support (3) is fixedly connected with a mounting block (4), each mounting block (4) is fixedly connected with a supporting member (5), and the number of the fixing supports (3), the number of the mounting blocks (4) and the number of the supporting members (5) are the same and are four.
4. The rowed villa construction channel structure capable of being turned over of claim 3, wherein two horizontal parallel I-shaped steel main beams (6) are fixedly connected with a patterned steel plate (8), the thickness of the patterned steel plate (8) is 3mm, the other two horizontal parallel I-shaped steel main beams (6) are fixedly connected with a protective shed (9), and the protective shed (9) is located right above the patterned steel plate (8).
5. The structure of a circulating construction passage for an interconnected villa as claimed in claim 4, wherein the top corners of the protective shed (9) are fixedly connected with hooks (10) respectively, the bottom of each hook (10) penetrates through the protective shed (9) and is connected with the inside of the I-shaped steel girder (6) in a threaded manner, and the number of the hooks (10) is four.
6. The structure of a circulating construction passage for lined villas as claimed in claim 5, wherein two side surfaces of the patterned steel plate (8) are respectively and fixedly connected with a guard rail (11), and a galvanized iron sheet (12) is fixedly connected inside each guard rail (11).
7. A villa of uniting and circulating construction channel structure as claimed in claim 6, wherein the two groups of the reinforcing components are fixedly connected through a connecting rod (13), and two ends of the connecting rod (13) are respectively and fixedly connected between the two supporting rods (14).
8. A method for constructing a circulating construction channel structure of a united villa is characterized by comprising the following steps:
s1, taking the same floor of two adjacent villas as a building site of a channel structure, and sequentially installing a fixed support (3), an installation block (4) and a support piece (5) on the nth layer and the (n + 1) th layer of a left floor (1) and a right floor (2) respectively;
s2, welding the left floor (1) and the right floor (2) by adopting I-shaped steel girders (6), and welding the n-shaped steel girders (6) on the nth layer and the (n + 1) th layer by adopting I-shaped steel upright posts (7);
s3, paving a pattern steel plate (8) on the H-shaped steel girder (6) on the nth layer, and paving a protective shed (9) on the H-shaped steel girder (6) on the (n + 1) th layer;
s4, respectively welding a group of reinforcing components on two sides of the bottom of the H-shaped steel girder (6) on the nth layer to complete the integral construction of the channel;
s5, after the nth layer of whole building is completed, the fixed support (3) is disassembled, the whole channel is lifted upwards to the (n + 1) th layer through the hook (10), and the whole channel is turned upwards layer by layer for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210713063.6A CN114893002A (en) | 2022-06-22 | 2022-06-22 | Recyclable construction channel structure for lined villas and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210713063.6A CN114893002A (en) | 2022-06-22 | 2022-06-22 | Recyclable construction channel structure for lined villas and construction method thereof |
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| CN114893002A true CN114893002A (en) | 2022-08-12 |
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| CN202210713063.6A Pending CN114893002A (en) | 2022-06-22 | 2022-06-22 | Recyclable construction channel structure for lined villas and construction method thereof |
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| CN106760451A (en) * | 2016-11-21 | 2017-05-31 | 成都建筑工程集团总公司 | The combination constructing method thereof that the collapsible operation of assembled architecture construction and discharging platform are lifted with tool type stairs |
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| CN109914225A (en) * | 2018-12-19 | 2019-06-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Bridge anti-seismic device |
| CN214935525U (en) * | 2020-11-24 | 2021-11-30 | 中建八局西南建设工程有限公司 | Tower crane escape way that can have enough to meet need |
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Application publication date: 20220812 |