CN112942735A - Vertical garbage transporting device for high-rise building construction site and construction method thereof - Google Patents
Vertical garbage transporting device for high-rise building construction site and construction method thereof Download PDFInfo
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- CN112942735A CN112942735A CN202110152074.7A CN202110152074A CN112942735A CN 112942735 A CN112942735 A CN 112942735A CN 202110152074 A CN202110152074 A CN 202110152074A CN 112942735 A CN112942735 A CN 112942735A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/10—Arrangements in buildings for the disposal of refuse
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/10—Arrangements in buildings for the disposal of refuse
- E04F17/12—Chutes
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Abstract
The invention discloses a vertical garbage transporting device for a high-rise building construction site and a construction method thereof. The construction method of the invention comprises the following steps: 1) mounting a bottom bent pipe section; 2) and (5) installing a vertical channel. The vertical transportation device is adopted in the structure of the invention, the cleaned waste water can be uniformly discharged and recycled, the pollution of the waste water to other places is effectively prevented, the environment around the high-rise building construction is protected, and the green building construction is realized; in the construction process, the height of the transportation channel is synchronously lifted and erected along with the change of the building floors, so that each floor is ensured to have a corresponding conduction inlet, and the transportation channel and the scaffold are fixedly installed, so that the structural stability and the safety of the whole transportation channel are effectively ensured.
Description
Technical Field
The invention belongs to the technical field of vertical garbage transportation, and particularly relates to a vertical garbage transportation device for a high-rise building construction site and a construction method thereof.
Background
The construction of high-rise building, engineering volume such as earthwork, reinforcing bar, template, concrete, building, fitment, equipment pipeline installation all will increase, and the process is many simultaneously, and ten more professional work types cross operation, the tissue cooperation is very complicated, simultaneously, because the engineering volume is big to cause puts forward higher requirement to the technique, for example bulky concrete crack control technique, thick reinforcing bar connection technique, high strength grade concrete technique, novel template application technique etc.. In the concrete pouring process of high-rise building construction, waste water generated by subsequent cleaning of a pump pipe is generally directly discharged after high-rise concrete pouring is finished, and concrete slurry is mixed in the waste water, so that places such as scaffold, elevator shaft and the like are easily polluted, and great potential safety hazards exist.
Disclosure of Invention
The invention aims to provide a vertical garbage transporting device on a high-rise building construction site and a technical scheme of a construction method thereof aiming at the defects in the prior art, the vertical garbage transporting device is ingenious and reasonable in structural design and strong in practicability, the vertical garbage transporting device can be used for uniformly discharging and recycling cleaned waste water, the pollution of the waste water to other places is effectively prevented, the environment around the high-rise building construction is protected, and the green building construction is realized; in the construction process, the height of the transport channel is synchronously lifted and erected along with the change of the building floors, so that each floor is ensured to have a corresponding conduction inlet, the cleaning wastewater in each floor can be conveyed into the transport channel through the conduction inlets to be intensively discharged and recovered, and the transport channel and a scaffold are fixedly installed, so that the structural stability and the safety of the whole transport channel are effectively ensured, the bottom of the transport channel is also fixedly arranged with the placing ground, the erection of the transport channel is firmer and more reliable, and the normal discharge of the wastewater is effectively ensured.
In order to solve the technical problems, the invention adopts the following technical scheme:
the utility model provides a vertical conveyer of high-rise building job site rubbish which characterized in that: including first transport passageway and second transport passageway, first transport passageway and second transport passageway communicate each other, first transport passageway and second transport passageway all include end bend section and perpendicular passageway, end bend section connects in the bottom of perpendicular passageway, perpendicular passageway is formed by the concatenation of subsection pipeline section, the subsection pipeline includes segmentation passageway and buffer pipe, the segmentation passageway comprises standard festival pipeline concatenation, buffer pipe connects the top at segmentation passageway, the last conduction entry that is provided with of buffer pipe, it is connected with the buffering pipe to control between two adjacent buffer pipe, adjustable installation on the buffer pipe has the anchor block, control through horizontal auxiliary rod fixed connection between two adjacent anchor blocks, through vertical auxiliary rod fixed connection between two adjacent anchor blocks from top to bottom.
Further, the side of buffer pipe is provided with the slot, be provided with the picture peg on the anchor strut, picture peg and slot phase-match, the picture peg activity is pegged graft in the slot, and the picture peg passes through holding screw and buffer pipe is spacing fixed, adjustable connection between anchor strut and the buffer pipe can be realized through the design of slot and picture peg, the length that extends the slot through adjusting the picture peg can be adjusted the position of anchor strut, thereby make anchor strut can remove in the past the scaffold direction, be convenient for follow-up horizontal auxiliary rod, installation between vertical auxiliary rod and the scaffold is fixed, and reasonable design, can guarantee the installation fastness between anchor strut and the buffer pipe through screwing up holding screw after anchor strut position control is accomplished, when needs adjustment, it can to unscrew holding screw.
Further, all be provided with the installation cover on the four sides of reinforcement piece, horizontal auxiliary rod and vertical auxiliary rod all with the installation cover phase-match, the tip of horizontal auxiliary rod or vertical auxiliary rod is pegged graft in the installation cover that corresponds, horizontal auxiliary rod or vertical auxiliary rod pass through bolt assembly and installation cover fixed connection, design through the installation cover can realize controlling being connected between two adjacent reinforcement pieces and the horizontal auxiliary rod, also can realize being connected between two adjacent reinforcement pieces about the while and the vertical auxiliary rod, rethread bolt assembly is further fixed, effectively guarantee horizontal auxiliary rod, the installation fastness of vertical auxiliary rod, improve the structural strength after first transportation passageway and the equipment of second transportation passageway, guarantee the fastness after the concatenation of two adjacent subsection pipeline sections from top to bottom.
Furthermore, the middle part of horizontal auxiliary rod is provided with the mount pad, is provided with the gusset plate between two adjacent mount pads from top to bottom, and the gusset plate can be dismantled with the mount pad and be connected, and the design of mount pad can be convenient for the installation of gusset plate, can realize through the gusset plate that the connection between two adjacent horizontal auxiliary rod from top to bottom is fixed, further improves the structure steadiness and the security of whole perpendicular conveyer of rubbish.
Further, the upper and lower both sides of mount pad all are provided with U type draw-in groove, gusset plate and U type draw-in groove phase-match, and the joint is in the U type draw-in groove that corresponds respectively at the both ends of gusset plate, and the design of U type draw-in groove can realize that preliminary joint between gusset plate and the mount pad is spacing, reasonable in design ingenious.
Further, be provided with the reference column in the U type draw-in groove, the both ends of gusset plate all are provided with the perforation, perforate and reference column phase-match, and the gusset plate is established on the reference column through the perforation cover, and the tip of reference column is provided with fastening nut, can realize further accurate installation between gusset plate and the mount pad through the perforation with the design of deciding the post, and the spacing fixed installation fastness between effectively guaranteeing gusset plate and the mount pad of reunion fastening nut.
Further, be provided with the support chassis on the end bend section, the support chassis includes the roof, connecting rod and bottom plate, the top at end bend section is fixed to the roof, the roof is connected with the bottom plate through the connecting rod, it is connected through even board between two bottom plates to control, even board and bottom plate fix with screw, the installation that the end bend section can be convenient for of support chassis is placed, roof welded fastening is at the top of end bend section, the roof passes through the connecting rod and is fixed with the bottom plate, hole through reserving on the bottom plate can combine rag screw will support the chassis and place the installation between the plane and fix, the steady of the follow-up perpendicular passageway of being convenient for is set up, and.
The construction method of the vertical garbage transporting device on the high-rise building construction site is characterized by comprising the following steps: the method comprises the following steps:
1) installation of the bottom bend pipe section:
(1) the method comprises the following steps of firstly, synchronously installing bottom bent pipe sections on a first conveying channel and a second conveying channel, and erecting and supporting two bottom bent pipe ends in a gap space of a scaffold through a supporting underframe; the first transportation channel and the second transportation channel are synchronously erected, and the first transportation channel and the second transportation channel are ingeniously erected in the gap space of the scaffold, so that the construction of the whole vertical transportation device can be facilitated;
(2) adjusting the position and the distance between two bottom bent pipe sections according to the actual design size, fixing the bottom plates on the two supporting bottom frames and the placing ground through foundation screws, connecting the bottom plates on the two supporting bottom frames through a connecting plate, fixing the two ends of the connecting plate with the bottom plate screws respectively, and fixing the connecting plate with the placing ground through the foundation screws; selecting a proper placing position according to the design size of the vertical transportation device and the position of a scaffold, ensuring that the first transportation channel and the second transportation channel are not hindered by the scaffold in the building process, fixing the two supporting bottom frames through foundation screws, and further fixing the two supporting bottom frames through a connecting plate, thereby ensuring the placing firmness of the two bottom bent pipe sections, enabling the first transportation channel and the second transportation channel to be fixedly combined, and effectively improving the structural firmness and the safety of the whole vertical transportation device;
(3) the bottom ports of the two bottom bent pipe sections are communicated with a temporary storage pool through communicating pipes; the two bottom bent pipe sections are communicated with the temporary storage tank through communicating pipes, so that the waste water discharged by the vertical conveying device can be collected into the temporary storage tank for treatment, and potential safety hazards and environmental pollution caused by the messy discharge of the waste water containing concrete slurry are effectively prevented;
2) installation of the vertical channel:
(1) the vertical channels are synchronously installed on the two bottom bent pipe sections from bottom to top, the vertical channels are erected and rise synchronously along with the floors of the building, and each floor is added with a subsection pipe section; when each floor is added with one floor, the sectional pipe sections on the first transport channel and the second transport channel are correspondingly erected and added with one floor, so that the vertical channel can be correspondingly adjusted according to the change of the floors, the corresponding conduction inlet on each floor is ensured, the organized discharge of wastewater is facilitated, and the subsequent centralized recovery treatment of the wastewater is facilitated;
(2) firstly, building a first layer of segmental pipe sections:
a. synchronously erecting a first layer of sectional pipe sections on the two bottom bent pipe sections, erecting a sectional channel of a first layer, taking a standard section pipeline to connect the standard section pipeline with the top surface of the bottom bent pipe section in a socket joint mode, fixing two flange rings at the socket joint through a bolt assembly, sequentially mounting the standard section pipeline upwards in a superposed mode, connecting adjacent two standard section pipelines in the socket joint mode, fixing the two flange rings at the socket joint through the bolt assembly until all standard section pipelines in the first layer of sectional channel are mounted; the building process is reasonable, accurate splicing and limiting of the standard section pipeline and the bottom bent pipe section, the standard section pipeline and the subsequent standard section pipeline and the buffer pipeline are realized through socket connection, the joints are further fixedly connected through the flange rings and the bolt assemblies, the tightness and firmness of the joints are effectively guaranteed, the sealing gaskets can be arranged between the flange rings which are mutually attached, the tightness of the joints is further improved, and the leakage of the vertical channel is effectively prevented;
b. respectively installing a buffer pipeline at the tops of the two first-layer subsection channels, connecting and combining the two buffer pipelines through a buffer conduit, clamping the end part of the buffer conduit into a clamping groove corresponding to the side surface of the buffer pipeline, simultaneously connecting reinforcing blocks on the two buffer pipelines through a transverse auxiliary rod, clamping the end part of the transverse auxiliary rod into a mounting sleeve corresponding to the side surface of the reinforcing block and further fixing the two buffer pipelines through a bolt assembly, adjusting the positions of the two combined buffer pipelines, respectively connecting the two buffer pipelines with corresponding socket joints of standard joint pipelines at the topmost ends of the two first-layer subsection channels, fixing the two flange rings at the socket joints through the bolt assembly, and simultaneously ensuring that a conduction inlet on the buffer pipeline is opposite to the corresponding floor; the two buffer pipelines are communicated through a buffer guide pipe between installation of the buffer pipelines at the top of the first layer of subsection channel in the first transport channel and the second transport channel, the buffer guide pipe is inserted into a corresponding clamping groove on the side surface of the buffer pipeline, and meanwhile, the two reinforcing blocks are further assembled and fixed through a transverse auxiliary rod aiming at the reinforcing blocks on the two buffer pipelines, so that the assembly firmness between the two buffer pipelines is ensured, and then the two assembled buffer pipelines are correspondingly spliced and fixed with the standard section pipelines at the top of the two first layer of subsection channels, so that the installation sequence is reasonable and the operation is convenient;
c. loosening the set screws on the two buffer pipelines, pulling the transverse auxiliary rod in the opposite direction of the buffer pipelines until the transverse auxiliary rod is abutted against the scaffold, tightening the set screws, and fixing the transverse auxiliary rod and the scaffold through a scaffold fastener; the inserting plate can be moved along the inserting groove by loosening the set screw, so that the position of the transverse auxiliary rod can be adjusted, the transverse auxiliary rod can movably touch the scaffold, and the transverse auxiliary rod and the scaffold are further fixed through the scaffold fastener, so that the first-layer sectional pipe section and the scaffold are fixedly installed, the installation firmness and the structural safety of the whole vertical transportation device are effectively improved, and the subsequent wastewater can be stably discharged conveniently;
(3) and (3) erecting a second layer of segmental pipe sections:
a. the method comprises the following steps of synchronously erecting a second layer of sectional pipe sections on two first layer sectional pipe sections, erecting a second layer of sectional channel, connecting a standard section pipeline with the top of a buffer pipeline on the first layer of sectional pipe sections in a socket joint mode, fixing a flange ring at the socket joint through a bolt assembly, superposing and installing the standard section pipelines layer by layer upwards, connecting adjacent two standard section pipelines in the socket joint mode, and fixing two flange rings at the socket joint through the bolt assembly until the second layer of sectional channel is erected; in the process of building the subsection passage in the second layer of subsection pipe sections, except that a first standard section pipeline in the second layer of subsection passage is fixedly inserted with a buffer pipeline on the corresponding first layer of subsection pipe sections, the mutual assembly building of the standard section pipelines is the same as the operation process of the subsection passage of the first layer;
b. respectively installing a buffer pipeline on the standard section pipelines at the top ends of the two second-layer subsection channels, firstly inserting a buffer guide pipe between the two buffer pipelines, installing and installing a transverse auxiliary rod between two reinforcing blocks of the two buffer pipelines, inserting the end part of the transverse auxiliary rod into a corresponding installation sleeve and fixing the transverse auxiliary rod through a bolt assembly; when the buffer pipelines on the two second-layer sectional pipelines are installed, the two buffer pipelines are communicated and connected through the buffer guide pipe, and then the reinforcing blocks on the two buffer pipelines are fixedly connected through the transverse auxiliary rod, so that the two second-layer sectional channels are fixedly connected with each other, and the assembly and connection firmness of the first transportation channel and the second transportation channel is ensured;
c. inserting a longitudinal auxiliary rod into the tops of the reinforcing blocks of the buffer pipelines at the top ends of the two first-layer sectional channels, and fixing the longitudinal auxiliary rod and the corresponding mounting sleeve through a bolt assembly; longitudinal auxiliary rods are inserted into the reinforcing blocks of the buffer pipeline on the two first-layer sectional pipe sections, so that the subsequent further positioning connection between the two adjacent reinforcing blocks at the upper part and the lower part can be facilitated;
d. adjusting the positions of the buffer pipelines connected with the second-layer subsection channels to enable the two buffer pipelines to be correspondingly socket-connected with the standard section pipelines at the topmost ends of the two second-layer subsection channels respectively, fixing the two flange rings at the socket-connected positions by using bolt assemblies, ensuring that the conduction inlets on the buffer pipelines are right opposite to the corresponding floors, loosening the fastening screws on the two buffer pipelines connected with the second-layer subsection channels, moving the reinforcing block to enable the mounting sleeve at the bottom of the reinforcing block to be just sleeved at the top end of the corresponding longitudinal auxiliary rod, tightening the fastening screws, and further fixing the top ends of the longitudinal auxiliary rods and the corresponding mounting sleeves by using the bolt assemblies; the buffer pipelines and the standard section pipelines at the topmost end of the subsection channel are connected and fixed in a one-to-one correspondence manner, the conduction inlets correspond to floors, wastewater in the floors can be conveniently led into the vertical transportation device from the conduction inlets for organized discharge, the two buffer pipelines in the second layer correspond to the buffer pipelines in the first layer one-to-one in the vertical direction, the upper layer reinforcing blocks are correspondingly sleeved with the longitudinal auxiliary rods on the corresponding lower layer reinforcing blocks by adjusting the positions of the reinforcing blocks on the upper layer buffer pipelines, and the upper layer reinforcing blocks and the lower layer reinforcing blocks are further fixed through bolt assemblies, so that the upper layer subsection pipeline section and the lower layer subsection pipeline section are further connected and fixed, and the structural stability of the whole vertical channel is improved;
e. fixing the transverse auxiliary rod on the second layer of sectional pipe section and the longitudinal auxiliary rod between the first layer of sectional pipe section and the second layer of sectional pipe section with the scaffold through scaffold fasteners; the position between the transverse auxiliary frame of the first layer and the scaffold is well adjusted, the reinforcing blocks of the second layer are adjusted and positioned in an auxiliary mode through the longitudinal auxiliary rods on the reinforcing blocks below, so that the reinforcing blocks above are adjusted in place, the transverse auxiliary rods of the second layer and the two longitudinal auxiliary rods are fixed with the scaffold through scaffold fasteners, the mounting firmness between the vertical transportation device and the scaffold is ensured, and the structural stability and the safety of the vertical transportation device are improved;
f. mounting a reinforcing plate between a transverse auxiliary rod on the second layer of sectional pipe section and a transverse auxiliary rod on the first layer of sectional pipe section, respectively mounting two ends of the reinforcing plate on mounting seats in the middle of the upper and lower transverse auxiliary rods, clamping the end part of the reinforcing plate into a U-shaped clamping groove corresponding to the mounting seats, sleeving the reinforcing plate on a positioning column corresponding to the U-shaped clamping groove, and screwing in and screwing down a fastening nut from the end part of the positioning column; the upper transverse auxiliary rod and the lower transverse auxiliary rod are further connected and fixed through the reinforcing plate, so that the structural assembly of the whole vertical conveying device is firmer and more reliable;
g. welding a lap steel plate on the side surface of the reinforcing plate, and further welding and fixing the lap steel plate and the scaffold; the lap steel plates are welded on the reinforcing plate, and can be further connected and fixed with the scaffold through the lap steel plates, so that the mounting firmness between the vertical conveying device and the scaffold is further improved, and the structure of the vertical conveying device is safer and more reliable;
(4) and circularly erecting other layers of the sectional pipe sections according to the erecting process of the second layer of the sectional pipe sections until all the sectional pipe sections are erected, and operating the third layer of the sectional pipe sections, the fourth layer of the sectional pipe sections and the like according to the erecting process of the second layer of the sectional pipe sections until the required layers of the sectional pipe sections are erected.
Due to the adoption of the technical scheme, the invention has the following beneficial effects:
the invention has the advantages of ingenious and reasonable integral structure design and strong practicability, can uniformly discharge and recycle the cleaned wastewater by adopting the vertical transportation device, effectively prevents the wastewater from polluting other places, protects the environment around the high-rise building construction, realizes the green building construction, simultaneously discharges the wastewater by the first transportation channel and the second transportation channel, effectively improves the wastewater discharge rate, and ensures that each floor has a corresponding conduction inlet for discharging the wastewater, the vertical channel part is formed by splicing the sectional pipe sections, the upper and lower adjacent sectional pipe sections and the left and right adjacent sectional pipe sections are mutually fixed by synchronously erecting the height of the first transportation channel and the second transportation channel and the height of the first transportation channel and the second transportation channel following the floor, the structural strength and the firmness of the whole vertical transportation device after installation are effectively ensured; in the construction process, the height of the transport channel is synchronously lifted and erected along with the change of the building floors, so that each floor is ensured to have a corresponding conduction inlet, the cleaning wastewater in each floor can be conveyed into the transport channel through the conduction inlets to be intensively discharged and recovered, and the transport channel and a scaffold are fixedly installed, so that the structural stability and the safety of the whole transport channel are effectively ensured, the bottom of the transport channel is also fixedly arranged with the placing ground, the erection of the transport channel is firmer and more reliable, and the normal discharge of the wastewater is effectively ensured.
Drawings
The invention will be further described with reference to the accompanying drawings in which:
FIG. 1 is a schematic structural view of a vertical garbage transporting device for a high-rise building construction site according to the present invention;
FIG. 2 is a schematic view of the mounting structure of the bottom bend section and the support chassis according to the present invention;
FIG. 3 is a schematic structural view of a standard joint pipe according to the present invention;
FIG. 4 is a schematic illustration of the construction of a sectioned pipe section according to the present invention;
FIG. 5 is a schematic view of the installation position of the reinforcing block and the buffer pipe according to the present invention;
FIG. 6 is a schematic structural view of the reinforcing block and the buffer pipe according to the present invention after they are assembled;
FIG. 7 is a schematic structural view of the reinforcing plate and the mounting base of the present invention;
FIG. 8 is a schematic view of a connection structure between two adjacent left and right buffer pipes according to the present invention;
FIG. 9 is a schematic structural view of a reinforcing plate according to the present invention;
fig. 10 is a schematic view of the installation position structure of the scaffold and the invention;
fig. 11 is a top view of the structure of fig. 10.
In the figure: 1-a first transport lane; 2-a second transport lane; 3-bottom bend section; 4-a vertical channel; 5-section pipe section; 6-a segmented channel; 7-a buffer pipe; 8-standard section pipeline; 9-a conduction inlet; 10-a buffer conduit; 11-reinforcing blocks; 12-a transverse auxiliary bar; 13-longitudinal auxiliary bar; 14-a slot; 15-inserting plates; 16-set screws; 17-mounting a sleeve; 18-a bolt assembly; 19-a mounting seat; 20-reinforcing plates; 21-U-shaped card slot; 22-a locating post; 23-perforating; 24-a fastening nut; 25-a support chassis; 26-a top plate; 27-a connecting rod; 28-a base plate; 29-connecting plate; 30-a flange ring; 31-scaffold.
Detailed Description
As shown in figures 1 to 11, the vertical garbage transporting device for the high-rise building construction site comprises a first transporting channel 1 and a second transporting channel 2, wherein the first transporting channel 1 and the second transporting channel 2 are communicated with each other, the first transporting channel 1 and the second transporting channel 2 are used for conducting and transporting wastewater together, the discharging pressure of the wastewater can be reduced relative to the arrangement of one transporting channel, the wastewater can be dispersed in the two transporting channels to be discharged, the discharging speed of the wastewater can also be accelerated, the two transporting channels are communicated with each other to play a certain buffering role, the first transporting channel 1 and the second transporting channel 2 respectively comprise a bottom bending pipe section 3 and a vertical channel 4, the bottom bending pipe section 3 is connected to the bottom end of the vertical channel 4, the bottom bending pipe section 3 is in an arc structure to play a buffering role, and the impact force of the wastewater discharged from the vertical transporting device is reduced, the vertical channel 4 is formed by splicing sectional pipe sections 5, each sectional pipe section 5 comprises a sectional channel 6 and a buffer pipeline 7, each sectional channel 6 is formed by splicing standard sectional pipes 8, each buffer pipeline 7 is connected to the top of each sectional channel 6, each buffer pipeline 7 is provided with a conduction inlet 9, each conduction inlet 9 is right opposite to a floor, waste water in each floor can be conveniently discharged into a vertical conveying device, a buffer guide pipe 10 is connected between every two adjacent buffer pipelines 7, each buffer guide pipe 10 realizes conduction between the first conveying channel 1 and the second conveying channel 2, branch flow can be achieved through each buffer guide pipe 10, a buffer plate is arranged in each buffer pipeline 7, and is obliquely arranged towards the direction of the connecting end of each buffer guide pipe 10, so that part of waste water continues to flow downwards vertically, and part of waste water is introduced into each buffer pipeline by the corresponding buffer plate to achieve a certain buffering and shunting effect, the buffer pipeline 7 is adjustably provided with reinforcing blocks 11, the left and right adjacent reinforcing blocks 11 are fixedly connected through transverse auxiliary rods 12, and the upper and lower adjacent reinforcing blocks 11 are fixedly connected through longitudinal auxiliary rods 13.
The side surface of the buffer pipeline 7 is provided with a slot 14, the reinforcing block 11 is provided with an inserting plate 15, the inserting plate 15 is matched with the slot 14, the inserting plate 15 is movably inserted in the slot 14, the inserting plate 15 is limited and fixed with the buffer pipeline 7 through a set screw 16, the adjustable connection between the reinforcing block 11 and the buffer pipe 7 can be achieved by the design of the slots 14 and the insert plates 15, the position of the reinforcing block 11 can be adjusted by adjusting the length of the insert plate 15 extending out of the insert slot 14, thereby the reinforcing block 11 can move towards the scaffold 31, the subsequent installation and fixation between the transverse auxiliary rod 12, the longitudinal auxiliary rod 13 and the scaffold 31 are convenient, the structural design is reasonable, after the position of the reinforcing block 11 is adjusted, the fixing firmness between the reinforcing block 11 and the buffer pipeline 7 can be ensured by screwing the set screw 16, and when the adjustment is needed, the set screw 16 is unscrewed.
All be provided with installation cover 17 on the four sides of reinforcement piece 11, horizontal auxiliary rod 12 and vertical auxiliary rod 13 all with installation cover 17 phase-match, the tip of horizontal auxiliary rod 12 or vertical auxiliary rod 13 is pegged graft in the installation cover 17 that corresponds, horizontal auxiliary rod 12 or vertical auxiliary rod 13 pass through bolt assembly 18 and installation cover 17 fixed connection, can realize controlling being connected between two adjacent reinforcement pieces 11 and horizontal auxiliary rod 12 through the design of installation cover 17, also can realize being connected between two adjacent reinforcement pieces 11 and vertical auxiliary rod 13 from top to bottom simultaneously, rethread bolt assembly 18 is further fixed, effectively guarantee horizontal auxiliary rod 12, the installation fastness of vertical auxiliary rod 13, improve the structural strength after first transportation channel 1 and the equipment of second transportation channel 2, ensure the fastness after two adjacent subsection pipeline sections 5 splice from top to bottom.
The middle part of horizontal auxiliary rod 12 is provided with mount pad 19, is provided with gusset plate 20 between two adjacent mount pads 19 from top to bottom, and gusset plate 20 can be dismantled with mount pad 19 and be connected, and the installation of gusset plate 20 can be convenient for in the design of mount pad 19, can realize through gusset plate 20 that the connection between two adjacent horizontal auxiliary rod 12 from top to bottom is fixed, further improves the structure steadiness and the security of whole perpendicular conveyer of rubbish.
The upper and lower both sides of mount pad 19 all are provided with U type draw-in groove 21, gusset plate 20 and U type draw-in groove 21 phase-match, and the joint is in the U type draw-in groove 21 that corresponds respectively at the both ends of gusset plate 20, and the design of U type draw-in groove 21 can realize that preliminary joint between gusset plate 20 and the mount pad 19 is spacing, reasonable in design ingenious. Be provided with reference column 22 in U type draw-in groove 21, the both ends of gusset plate 20 all are provided with perforation 23, perforation 23 and reference column 22 phase-match, and gusset plate 20 establishes on reference column 22 through perforation 23 cover, and reference column 22's tip is provided with fastening nut 24, can realize further accurate installation between gusset plate 20 and the mount pad 19 through perforation 23 with the design of deciding for the post, and the spacing fixed installation fastness between effectively guaranteeing gusset plate 20 and the mount pad 19 of reunion fastening nut 24.
Be provided with on the bottom elbow section 3 and support chassis 25, it includes roof 26 to support chassis 25, connecting rod 27 and bottom plate 28, roof 26 is fixed at the top of bottom elbow section 3, roof 26 is connected with bottom plate 28 through connecting rod 27, it is connected through even board 29 to control between two bottom plates 28, even board 29 and bottom plate 28 fix with screw, support chassis 25 can be convenient for the installation of bottom elbow section 3 to place, roof 26 welded fastening is at the top of bottom elbow section 3, roof 26 is fixed with bottom plate 28 through connecting rod 27, the hole of reserving on through bottom plate 28 can combine rag screw will support chassis 25 and place the installation between the plane fixed, be convenient for the steady of follow-up perpendicular passageway 4 to set up, and the safety performance is improved.
The construction method of the vertical garbage transporting device on the high-rise building construction site comprises the following steps:
1) installation of the bottom bend pipe section 3:
(1) firstly, synchronously installing bottom bent pipe sections 3 on a first transport channel 1 and a second transport channel 2, and erecting and supporting two bottom bent pipe ends in a gap space of a scaffold 31 through a supporting underframe 25; the first transportation channel 1 and the second transportation channel 2 are synchronously erected, and the first transportation channel 1 and the second transportation channel 2 are ingeniously erected in the gap space of the scaffold 31, so that the construction of the whole vertical transportation device can be facilitated;
(2) adjusting the position and the distance between the two bottom bent pipe sections 3 according to the actual design size, fixing the bottom plates 28 on the two supporting underframe 25 and the placing ground through anchor screws, connecting the bottom plates 28 on the two supporting underframe 25 through connecting plates 29, fixing the two ends of the connecting plates 29 with the bottom plates 28 through screws, and fixing the connecting plates 29 with the placing ground through the anchor screws; selecting a proper placing position according to the design size of the vertical transportation device, the position of a floor and the position of a scaffold 31, ensuring that the first transportation channel 1 and the second transportation channel 2 are not hindered by the scaffold 31 in the building process, fixing the two supporting underframe 25 through anchor screws, and further fixing the two supporting underframe 25 through a connecting plate 29, thereby ensuring the placing firmness of the two bottom bent pipe sections 3, ensuring that the first transportation channel 1 and the second transportation channel 2 are fixedly combined, and effectively improving the structural firmness and the safety of the whole vertical transportation device;
(3) the bottom ports of the two bottom bent pipe sections 3 are communicated with a temporary storage pool through communicating pipes; the two bottom bent pipe sections 3 are communicated with the temporary storage tank through communicating pipes, so that the waste water discharged by the vertical conveying device can be collected into the temporary storage tank for treatment, and potential safety hazards and environmental pollution caused by the messy discharge of the waste water containing concrete slurry are effectively prevented;
2) installation of the vertical channel 4:
(1) the vertical channels 4 are synchronously arranged on the two bottom bend pipe sections 3 from bottom to top, the vertical channels 4 are erected and rise synchronously with the building floors, and each floor is added with a subsection pipe section 5; when one floor is added, the sectional pipe sections 5 on the first transport passage 1 and the second transport passage 2 are correspondingly erected and added by one, so that the vertical passage 4 can be correspondingly adjusted according to the change of the floor, the corresponding conduction inlet 9 on each floor is ensured, the organized discharge of wastewater is facilitated, and the subsequent centralized recovery treatment of the wastewater is facilitated;
(2) firstly, the first layer of segmental pipe sections 5 is erected:
a. synchronously erecting a first layer of sectional pipe sections 5 on two bottom bent pipe sections 3, erecting a first layer of sectional channel 6, taking a standard section pipeline 8 to connect the standard section pipeline with the top surface of the bottom bent pipe section 3 in a socket joint mode, fixing two flange rings 30 at the socket joint through a bolt assembly 18, sequentially and upwards superposing and installing the standard section pipelines 8, connecting adjacent two standard section pipelines 8 in a socket joint mode, and fixing the two flange rings 30 at the socket joint through the bolt assembly 18 until all the standard section pipelines 8 in the first layer of sectional channel 6 are installed; the erection process is reasonable, the accurate splicing and limiting between the standard section pipeline 8 and the bottom bent pipe section 3 and between the standard section pipeline 8 and between the subsequent standard section pipeline 8 and the buffer pipeline 7 are realized through socket connection, the joints are further fixedly connected through the flange rings 30 and the bolt assemblies 18, the tightness and the firmness of the joints are effectively ensured, and the sealing gaskets can be arranged between the flange rings 30 which are mutually attached, so that the tightness of the joints is further improved, and the leakage of the vertical channel 4 is effectively prevented;
b. respectively installing a buffer pipeline 7 at the top of each of the two first-layer segmental channels 6, connecting and combining the two buffer pipelines 7 through a buffer conduit 10, clamping the end part of the buffer conduit 10 into a clamping groove corresponding to the side surface of each buffer pipeline 7, simultaneously connecting reinforcing blocks 11 on the two buffer pipelines 7 through a transverse auxiliary rod 12, clamping the end part of the transverse auxiliary rod 12 into a mounting sleeve 17 corresponding to the side surface of each reinforcing block 11 and further fixing the two buffer pipelines 7 through a bolt component 18, adjusting the positions of the two combined buffer pipelines 7, correspondingly socket-connecting the two buffer pipelines 7 with standard joint pipelines 8 at the topmost ends of the two first-layer segmental channels 6 respectively, fixing two flange rings 30 at the socket-connecting positions through the bolt components 18, and simultaneously ensuring that a conduction inlet 9 on each buffer pipeline 7 is right opposite to the corresponding floor; the two buffer pipelines 7 are communicated through a buffer guide pipe 10 when the buffer pipelines 7 at the tops of the first layer subsection channels 6 in the first transport channel 1 and the second transport channel 2 are installed, the buffer guide pipe 10 is inserted into a corresponding clamping groove on the side surface of each buffer pipeline 7, meanwhile, the two reinforcing blocks 11 on the two buffer pipelines 7 are further assembled and fixed through a transverse auxiliary rod 12 aiming at the reinforcing blocks 11 on the two buffer pipelines 7, so that the assembling firmness between the two buffer pipelines 7 is ensured, the two assembled buffer pipelines 7 are correspondingly spliced and fixed with the standard section pipelines 8 at the tops of the two first layer subsection channels 6, the installation sequence is reasonable, and the operation is convenient;
c. loosening the set screws 16 on the two buffer pipelines 7, pulling the transverse auxiliary rod 12 in the opposite direction of the buffer pipelines 7 until the transverse auxiliary rod 12 is abutted against the scaffold 31, tightening the set screws 16, and fixing the transverse auxiliary rod 12 and the scaffold 31 through a scaffold fastener; the inserting plate 15 can be moved along the inserting groove 14 by loosening the set screw 16 so as to adjust the position of the transverse auxiliary rod 12, so that the transverse auxiliary rod 12 can movably touch the scaffold 31, and the transverse auxiliary rod 12 is further fixed with the scaffold 31 through a scaffold fastener, so that the first layer of sectional pipe section 5 and the scaffold 31 are fixedly installed, the installation firmness and the structural safety of the whole vertical transportation device are effectively improved, and the stable discharge of subsequent wastewater is facilitated;
(3) the erection of the second layer of segmental pipe sections 5 is carried out:
a. the method comprises the steps that a second layer of sectional pipe sections 5 are synchronously erected on two first layer of sectional pipe sections 5, a second layer of sectional channels 6 are erected, a standard section pipeline 8 is taken and connected with the top of a buffer pipeline 7 on the first layer of sectional pipe sections 5 in a socket mode, then flange rings 30 at socket joint positions are fixed through bolt assemblies 18, the standard section pipelines are installed in a stacked mode layer by layer, two adjacent standard section pipelines 8 are connected in a socket mode, and the two flange rings 30 at the socket joint positions are fixed through the bolt assemblies 18 until the second layer of sectional channels 6 are erected; in the process of building the subsection passage 6 in the second layer of subsection pipe sections, except that the first standard section pipeline 8 in the second layer of subsection passage 6 is fixedly inserted into the buffer pipeline 7 on the corresponding first layer of subsection pipe section 5, the mutual assembling and building of the standard section pipelines 8 are the same as the operation process of building the subsection passage 6 on the first layer;
b. secondly, respectively installing a buffer pipeline 7 on the standard section pipeline 8 at the top ends of the two second-layer subsection channels 6, firstly inserting a buffer guide pipe 10 between the two buffer pipelines 7, installing a transverse auxiliary rod 12 between two reinforcing blocks 11 of the two buffer pipelines 7, inserting the end part of the transverse auxiliary rod 12 into a corresponding installation sleeve 17 and fixing the transverse auxiliary rod through a bolt component 18; when the buffer pipelines 7 on the two second-layer sectional pipelines are installed, the two buffer pipelines 7 are communicated and connected through the buffer guide pipe 10, and then the reinforcing blocks 11 on the two buffer pipelines 7 are fixedly connected through the transverse auxiliary rod 12, so that the two second-layer sectional channels 6 are fixedly connected with each other, and the assembly and connection firmness of the first transportation channel 1 and the second transportation channel 2 is ensured;
c. inserting a longitudinal auxiliary rod 13 at the top of the reinforcing block 11 of the buffer pipeline 7 at the top ends of the two first-layer segmental channels 6, and fixing the longitudinal auxiliary rod 13 and a corresponding mounting sleeve 17 through a bolt assembly 18; longitudinal auxiliary rods 13 are inserted into the reinforcing blocks 11 of the buffer pipelines 7 on the two first-layer segmental pipe sections 5, so that the subsequent further positioning connection between two adjacent reinforcing blocks 11 above and below can be facilitated;
d. adjusting the positions of the buffer pipelines 7 connected with the second-layer subsection channels 6 to ensure that the two buffer pipelines 7 are correspondingly socket-connected with the standard section pipelines 8 at the topmost ends of the two second-layer subsection channels 6 respectively, fixing the two flange rings 30 at the socket-connected positions by using bolt assemblies 18, ensuring that the conduction inlets 9 on the buffer pipelines 7 are right opposite to the corresponding floors, loosening the fastening screws 16 on the two buffer pipelines 7 connected with the second-layer subsection channels 6, moving the reinforcing blocks 11 to ensure that the mounting sleeves 17 at the bottoms of the reinforcing blocks 11 are just sleeved at the tops of the corresponding longitudinal auxiliary rods 13, tightening the fastening screws 16, and further fixing the tops of the longitudinal auxiliary rods 13 and the corresponding mounting sleeves 17 by using the bolt assemblies 18; the buffer pipelines 7 are correspondingly connected and fixed with the standard section pipelines 8 at the topmost end of the subsection channel 6 one by one, the conduction inlets 9 correspond to floors, wastewater in the floors is conveniently led into the vertical transportation device from the conduction inlets 9 to be discharged in an organized manner, the two buffer pipelines 7 in the second layer correspond to the buffer pipelines 7 in the first layer one by one up and down, the upper layer reinforcing blocks 11 are correspondingly sleeved with the longitudinal auxiliary rods 13 on the corresponding lower layer reinforcing blocks 11 by adjusting the positions of the reinforcing blocks 11 on the upper layer buffer pipelines 7, and the pipe sections 5 in the upper layer and the lower layer are further fixed through the bolt assemblies 18, so that the pipe sections 5 in the upper layer and the lower layer are further connected and fixed, and the structural stability of the whole vertical channel 4 is improved;
e. fixing a transverse auxiliary rod 12 on the second layer of the sectional pipe section 5 and a longitudinal auxiliary rod 13 between the first layer of the sectional pipe section 5 and the second layer of the sectional pipe section 5 with a scaffold 31 through scaffold fasteners; because the position between the transverse auxiliary frame of the first layer and the scaffold 31 is well adjusted, the reinforcing blocks 11 of the second layer are adjusted and positioned in an auxiliary manner through the longitudinal auxiliary rods 13 on the reinforcing blocks 11 below, so that the upper reinforcing blocks 11 are also adjusted in place, the transverse auxiliary rods 12 of the second layer are also adjusted in place, and then the transverse auxiliary rods 12 and the two longitudinal auxiliary rods 13 of the second layer are fixed with the scaffold 31 through scaffold fasteners, so that the mounting firmness between the vertical transportation device and the scaffold 31 is ensured, and the structural stability and the safety of the vertical transportation device are improved;
f. installing a reinforcing plate 20 between the transverse auxiliary rod 12 on the second-layer sectional pipe section 5 and the transverse auxiliary rod 12 on the first-layer sectional pipe section 5, respectively installing two ends of the reinforcing plate 20 on the installation seats 19 in the middle parts of the upper and lower transverse auxiliary rods 12, clamping the end part of the reinforcing plate 20 into the U-shaped clamping groove 21 corresponding to the installation seat 19, meanwhile, sleeving the reinforcing plate 20 on the positioning column 22 corresponding to the U-shaped clamping groove 21, and screwing in and screwing down a fastening nut 24 from the end part of the positioning column 22; the upper transverse auxiliary rod 12 and the lower transverse auxiliary rod 12 are further connected and fixed through the reinforcing plate 20, so that the structural assembly of the whole vertical transportation device is firmer and more reliable;
g. welding an overlap steel plate on the side surface of the reinforcing plate 20, and further welding and fixing the overlap steel plate and the scaffold 31; the lap steel plates are welded on the reinforcing plate 20, and can be further connected and fixed with the scaffold 31 through the lap steel plates, so that the installation firmness between the vertical transportation device and the scaffold 31 is further improved, and the structure of the vertical transportation device is safer and more reliable;
(4) and (3) circularly erecting other layers of the segmental pipe sections 5 according to the erecting process of the second layer of the segmental pipe sections 5 until all the segmental pipe sections 5 are erected, and operating the third layer of the segmental pipe sections 5, the fourth layer of the segmental pipe sections 5 and the like according to the erecting process of the second layer of the segmental pipe sections 5 until the required layers of the segmental pipe sections are erected.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple variations, equivalent substitutions or modifications based on the present invention to achieve substantially the same technical effects are within the scope of the present invention.
Claims (8)
1. The utility model provides a vertical conveyer of high-rise building job site rubbish which characterized in that: comprises a first transportation channel and a second transportation channel which are communicated with each other, the first transportation channel and the second transportation channel respectively comprise a bottom bend pipe section and a vertical channel, the bottom bend pipe section is connected with the bottom end of the vertical channel, the vertical channel is formed by splicing sectional pipe sections, each sectional pipe section comprises a sectional channel and a buffer pipeline, the subsection channel is formed by splicing standard section pipelines, the buffer pipeline is connected to the top of the subsection channel, the buffer pipelines are provided with a conduction inlet, a buffer guide pipe is connected between the left and right adjacent buffer pipelines, the buffer pipeline is adjustably provided with reinforcing blocks, the left reinforcing block and the right reinforcing block are adjacent and fixedly connected through a transverse auxiliary rod, and the upper reinforcing block and the lower reinforcing block are adjacent and fixedly connected through a longitudinal auxiliary rod.
2. The vertical garbage transporting device for the high-rise building construction site according to claim 1, wherein: the side of buffer pipeline is provided with the slot, be provided with the picture peg on the reinforcement piece, the picture peg with the slot phase-match, the picture peg activity is pegged graft in the slot, just the picture peg pass through holding screw with buffer pipeline is spacing fixed.
3. The vertical garbage transporting device for the high-rise building construction site according to claim 1, wherein: the four sides of the reinforcing block are respectively provided with an installation sleeve, the transverse auxiliary rod and the longitudinal auxiliary rod are matched with the installation sleeves, the end parts of the transverse auxiliary rod or the longitudinal auxiliary rod are inserted into the corresponding installation sleeves, and the transverse auxiliary rod or the longitudinal auxiliary rod is fixedly connected with the installation sleeves through bolt assemblies.
4. The vertical garbage transporting device for the high-rise building construction site according to claim 1, wherein: the middle part of horizontal auxiliary rod is provided with the mount pad, adjacent two from top to bottom be provided with the gusset plate between the mount pad, the gusset plate with the connection can be dismantled to the mount pad.
5. The vertical garbage transporting device for the high-rise building construction site as claimed in claim 4, wherein: the upper and lower both sides of mount pad all are provided with U type draw-in groove, the gusset plate with U type draw-in groove phase-match, the both ends of gusset plate joint respectively are in corresponding in the U type draw-in groove.
6. The vertical garbage transporting device for the high-rise building construction site as claimed in claim 5, wherein: the U-shaped clamping groove is internally provided with a positioning column, the two ends of the reinforcing plate are provided with through holes, the through holes are matched with the positioning column, the reinforcing plate is sleeved on the positioning column through the through holes, and the end part of the positioning column is provided with a fastening nut.
7. The vertical garbage transporting device for the high-rise building construction site according to claim 1, wherein: the bottom bent pipe section is provided with a supporting bottom frame, the supporting bottom frame comprises a top plate, a connecting rod and a bottom plate, the top plate is fixed to the top of the bottom bent pipe section, the top plate is connected with the bottom plate through the connecting rod, the left bottom plate and the right bottom plate are connected through a connecting plate, and the connecting plate is fixed to the bottom plate through screws.
8. The construction method of the vertical garbage transporting device at the high-rise building construction site based on claim 1 is characterized in that: the method comprises the following steps:
1) installation of the bottom bend pipe section:
(1) the method comprises the following steps of firstly, synchronously installing bottom bent pipe sections on a first conveying channel and a second conveying channel, and erecting and supporting two bottom bent pipe ends in a gap space of a scaffold through a supporting underframe;
(2) adjusting the position and the distance between two bottom bent pipe sections according to the actual design size, fixing the bottom plates on the two supporting bottom frames and the placing ground through foundation screws, connecting the bottom plates on the two supporting bottom frames through a connecting plate, fixing the two ends of the connecting plate with the bottom plate screws respectively, and fixing the connecting plate with the placing ground through the foundation screws;
(3) the bottom ports of the two bottom bent pipe sections are communicated with a temporary storage pool through communicating pipes;
2) installation of the vertical channel:
(1) the vertical channels are synchronously installed on the two bottom bent pipe sections from bottom to top, the vertical channels are erected and rise synchronously along with the floors of the building, and each floor is added with a subsection pipe section;
(2) firstly, building a first layer of segmental pipe sections:
a. synchronously erecting a first layer of sectional pipe sections on the two bottom bent pipe sections, erecting a sectional channel of a first layer, taking a standard section pipeline to connect the standard section pipeline with the top surface of the bottom bent pipe section in a socket joint mode, fixing two flange rings at the socket joint through a bolt assembly, sequentially mounting the standard section pipeline upwards in a superposed mode, connecting adjacent two standard section pipelines in the socket joint mode, fixing the two flange rings at the socket joint through the bolt assembly until all standard section pipelines in the first layer of sectional channel are mounted;
b. respectively installing a buffer pipeline at the tops of the two first-layer subsection channels, connecting and combining the two buffer pipelines through a buffer conduit, clamping the end part of the buffer conduit into a clamping groove corresponding to the side surface of the buffer pipeline, simultaneously connecting reinforcing blocks on the two buffer pipelines through a transverse auxiliary rod, clamping the end part of the transverse auxiliary rod into a mounting sleeve corresponding to the side surface of the reinforcing block and further fixing the two buffer pipelines through a bolt assembly, adjusting the positions of the two combined buffer pipelines, respectively connecting the two buffer pipelines with corresponding socket joints of standard joint pipelines at the topmost ends of the two first-layer subsection channels, fixing the two flange rings at the socket joints through the bolt assembly, and simultaneously ensuring that a conduction inlet on the buffer pipeline is opposite to the corresponding floor;
c. loosening the set screws on the two buffer pipelines, pulling the transverse auxiliary rod in the opposite direction of the buffer pipelines until the transverse auxiliary rod is abutted against the scaffold, tightening the set screws, and fixing the transverse auxiliary rod and the scaffold through a scaffold fastener;
(3) and (3) erecting a second layer of segmental pipe sections:
a. the method comprises the following steps of synchronously erecting a second layer of sectional pipe sections on two first layer sectional pipe sections, erecting a second layer of sectional channel, connecting a standard section pipeline with the top of a buffer pipeline on the first layer of sectional pipe sections in a socket joint mode, fixing a flange ring at the socket joint through a bolt assembly, superposing and installing the standard section pipelines layer by layer upwards, connecting adjacent two standard section pipelines in the socket joint mode, and fixing two flange rings at the socket joint through the bolt assembly until the second layer of sectional channel is erected;
b. respectively installing a buffer pipeline on the standard section pipelines at the top ends of the two second-layer subsection channels, firstly inserting a buffer guide pipe between the two buffer pipelines, installing and installing a transverse auxiliary rod between two reinforcing blocks of the two buffer pipelines, inserting the end part of the transverse auxiliary rod into a corresponding installation sleeve and fixing the transverse auxiliary rod through a bolt assembly;
c. inserting a longitudinal auxiliary rod into the tops of the reinforcing blocks of the buffer pipelines at the top ends of the two first-layer sectional channels, and fixing the longitudinal auxiliary rod and the corresponding mounting sleeve through a bolt assembly;
d. adjusting the positions of the buffer pipelines connected with the second-layer subsection channels to enable the two buffer pipelines to be correspondingly socket-connected with the standard section pipelines at the topmost ends of the two second-layer subsection channels respectively, fixing the two flange rings at the socket-connected positions by using bolt assemblies, ensuring that the conduction inlets on the buffer pipelines are right opposite to the corresponding floors, loosening the fastening screws on the two buffer pipelines connected with the second-layer subsection channels, moving the reinforcing block to enable the mounting sleeve at the bottom of the reinforcing block to be just sleeved at the top end of the corresponding longitudinal auxiliary rod, tightening the fastening screws, and further fixing the top ends of the longitudinal auxiliary rods and the corresponding mounting sleeves by using the bolt assemblies;
e. fixing the transverse auxiliary rod on the second layer of sectional pipe section and the longitudinal auxiliary rod between the first layer of sectional pipe section and the second layer of sectional pipe section with the scaffold through scaffold fasteners;
f. mounting a reinforcing plate between a transverse auxiliary rod on the second layer of sectional pipe section and a transverse auxiliary rod on the first layer of sectional pipe section, respectively mounting two ends of the reinforcing plate on mounting seats in the middle of the upper and lower transverse auxiliary rods, clamping the end part of the reinforcing plate into a U-shaped clamping groove corresponding to the mounting seats, sleeving the reinforcing plate on a positioning column corresponding to the U-shaped clamping groove, and screwing in and screwing down a fastening nut from the end part of the positioning column;
g. welding a lap steel plate on the side surface of the reinforcing plate, and further welding and fixing the lap steel plate and the scaffold; (4) and (4) circularly carrying out the erection of other layers of the segmental pipe sections according to the erection process of the second layer of the segmental pipe sections until the erection of all the segmental pipe sections is completed.
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