CN107718243A - A kind of assembled underground pipe gallery hypomere producing device and preparation method - Google Patents
A kind of assembled underground pipe gallery hypomere producing device and preparation method Download PDFInfo
- Publication number
- CN107718243A CN107718243A CN201711144112.4A CN201711144112A CN107718243A CN 107718243 A CN107718243 A CN 107718243A CN 201711144112 A CN201711144112 A CN 201711144112A CN 107718243 A CN107718243 A CN 107718243A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- hypomere
- template
- exterior sheathing
- lane hypomere
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000002360 preparation method Methods 0.000 title claims abstract description 12
- 238000009434 installation Methods 0.000 claims abstract description 13
- 239000003351 stiffener Substances 0.000 claims description 29
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 241001669679 Eleotris Species 0.000 claims description 9
- 239000000203 mixture Substances 0.000 claims description 7
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 3
- 238000007596 consolidation process Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 238000010923 batch production Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 241001503991 Consolida Species 0.000 description 2
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000000739 chaotic effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/087—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould
- B28B1/0873—Producing shaped prefabricated articles from the material by vibrating or jolting by means acting on the mould ; Fixation thereof to the mould the mould being placed on vibrating or jolting supports, e.g. moulding tables
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
- B28B7/0055—Mould pallets; Mould panels
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
A kind of assembled underground pipe gallery hypomere producing device with preparation method is designed for the batch production making of piping lane hypomere, belongs to Architectural Equipment field；A kind of assembled underground pipe gallery hypomere producing device is made up of piping lane hypomere inner template system, piping lane hypomere exterior sheathing system, piping lane inner and outer template tie-strut, grooving template, stand, track and piping lane hypomere；Grooving template is connected integral installed in the suitable for reading and piping lane hypomere inner template system and piping lane hypomere exterior sheathing system of piping lane hypomere inner template system and piping lane hypomere exterior sheathing system；Drawknot of the piping lane hypomere inner template system with piping lane hypomere exterior sheathing system by piping lane inner and outer template tie-strut, installed in the interior outside of piping lane hypomere；Piping lane hypomere inner template system, piping lane hypomere exterior sheathing system, piping lane inner and outer template tie-strut, grooving template and piping lane hypomere are arranged on the top of stand；Stand installation is in orbit, and can move in orbit；Assembled underground pipe gallery hypomere producing device provided by the invention makes problem with the batch production that preparation method can solve assembled piping lane.
Description
Technical field
The present invention is a kind of assembled underground pipe gallery hypomere producing device and preparation method, be making for piping lane hypomere and
Design, belong to Architectural Equipment field.
Background technology
To solve the problems, such as city rainy season serious waterlogging, underground pipe gallery technology is being carried out by country, to solve China underground
Pipeline is long-term chaotic to be set, and the problem of the rainy season draining difficulty of city, this is a great strategic measure, and current national decision-making exists
Underground pipe gallery is carried out in national 56 big and medium-sized cities pilot is set, promoted the use of again in each city in the whole nation after acquirement experience；Pilot
Success, depending on investing, designing, constructing, the effort of the every aspect such as management；China once used in integrated mill's construction
Underground pipe gallery is crossed, is set for specification of the pipeline in underground of factory, and engineering ground Quick drainage played important work
With, but these underground pipe galleries are all constructed using the piping lane of cast-in-place concrete, and template installs at the construction field (site), and concrete reaches certain
Intensity after form removal, work progress length, climate influences big, entirely wet trade, and operating personnel's labor intensity is big, with China
Economic development and aging population acceleration, the retirement big more to of migrant workers as construction operating personnel is with connecing
Nearly pensioner's age, and new labour is graduates from universities and secondary specialized schools mostly, is reluctant to be also impossible to take over past rural migrant worker to be engaged in
Construction industry operation, the most effectual way to solve the above problems are that the batch production for carrying out building subassembly part makes, in-site installation；Adopt
With a kind of assembled underground pipe gallery hypomere producing device provided by the invention and preparation method, can solve these problems.
The content of the invention
Make problem in order to solve the batch production of assembled piping lane the invention provides a kind of assembled underground pipe gallery hypomere to make
Device.
Specifically solution is：A kind of assembled underground pipe gallery hypomere producing device, by under piping lane hypomere inner template system, piping lane
What section exterior sheathing system, piping lane inner and outer template tie-strut, grooving template, stand, track and piping lane hypomere formed；Grooving template
Installed in suitable for reading and piping lane hypomere inner template system and the piping lane of piping lane hypomere inner template system and piping lane hypomere exterior sheathing system
The connection of hypomere exterior sheathing system is integral；Piping lane hypomere inner template system passes through external mold in piping lane with piping lane hypomere exterior sheathing system
The drawknot of plate tie-strut, installed in the interior outside of piping lane hypomere；Piping lane hypomere inner template system, piping lane hypomere external mold plate body
System, piping lane inner and outer template tie-strut, grooving template and piping lane hypomere are arranged on the top of stand；Stand installation is in orbit,
And it can move in orbit；
Piping lane hypomere inner template system is vertical by piping lane hypomere inner template, piping lane hypomere inner template crossbeam, piping lane hypomere inner template
Support and piping lane hypomere inner template cross-brace composition；
Piping lane hypomere exterior sheathing system by piping lane hypomere exterior sheathing, piping lane hypomere exterior sheathing gusseted column, piping lane hypomere outside
Template gusseted base and piping lane hypomere exterior sheathing gusseted diagonal brace composition；
Piping lane inner and outer template tie-strut is by piping lane inner and outer template vertical supporting pull bar and piping lane inner and outer template cross-brace pull bar
Composition；
Grooving template is made up of piping lane the moon grooving template and piping lane sun grooving template；
Stand is made up of making platform and stand wheel；Make stand to be located on the wheel shaft of stand wheel, moved up with stand wheel in rail
It is dynamic；
Track is made up of rail and sleeper；Rail is arranged on the top of sleeper, is intersected vertically with sleeper；
Piping lane hypomere by piping lane hypomere reinforcing bar and piping lane hypomere coagulation local soil type into；Piping lane hypomere reinforcing bar section concrete under piping lane
In parcel.
Further, the side plate of piping lane hypomere inner template is supported by inner template side plate, inner template side plate ribbed stiffener and inner template side plate
Composition；Inner template side plate is plate-shaped member, the elongated setting along the two side of piping lane hypomere, including inner template side plate ribbed stiffener
Top, bottom and the elongated setting of midfeather of template side plate；Perpendicular to the piping lane hypomere inner template of inner template side plate ribbed stiffener
Vertical supporting is arranged at intervals, and by inner template side plate ribbed stiffener, is linked to be entirety with inner template side plate, piping lane hypomere inner template is vertical
Support and piping lane hypomere inner template cross-brace intersect vertically and summed up, and piping lane hypomere inner template is formed entirety.
Further, the side plate of piping lane hypomere exterior sheathing is made up of exterior sheathing side plate, exterior sheathing side plate ribbed stiffener；Outside piping lane hypomere
Be parallel to each other between the side plate of template, external vibrator be installed, the side plate upper end of piping lane hypomere exterior sheathing respectively with top plate two
Side intersects vertically and consolidated；The bottom (position intersected with grooving template side plate) and the top of piping lane hypomere exterior sheathing side plate
The outside at (position intersected with top plate), ribbed stiffener is set using elongated rod member, midfeather sets ribbed stiffener, ribbed stiffener and side
Plate consolidates.
Further, piping lane hypomere inner template and the lower mouth of piping lane hypomere exterior sheathing are making the upper surface of platform, longitudinal along platform is made
It is elongated to intersect vertically and be connected with piping lane sun grooving template.
Further, stand wheel is made up of wheel shaft, steel wheel and bearing；Bearing is arranged on steel wheel centre, the top peace of wheel shaft
Dress makes platform, and the both ends of wheel shaft are connected by bearing with steel wheel concentric vertical.
The invention also discloses the preparation method of assembled underground pipe gallery hypomere, and piping lane hypomere inner template system is in stand over-assemble
Piping lane hypomere reinforcing bar is installed afterwards, then piping lane hypomere exterior sheathing system, grooving template and piping lane inner and outer template tie-strut are installed, is made
Assembled underground pipe gallery hypomere producing device is integrally formed；
Piping lane hypomere inner template vertical supporting, piping lane hypomere exterior sheathing gusseted base and grooving template are mounted and fixed on system
Make on platform；Enter after assembly chamber assembles and pour room casting concrete, enter back into that steam-cured room is steam-cured, and last form removal lifts part
Into stacking field.
Further, grooving template is installed when first installing piping lane hypomere inner template system on stand, when piping lane hypomere reinforcing bar is installed,
Make between the crust of installation piping lane hypomere reinforcing bar and piping lane hypomere inner template system, piping lane hypomere exterior sheathing system and grooving template
There is gap；The installation vibrations equipment in piping lane hypomere exterior sheathing system and stand.
Further, while section concrete under piping lane is poured in concreting room, in piping lane hypomere exterior sheathing system and stand
Upper installation vibrations opening of device finishes until concreting.
Assembled underground pipe gallery hypomere producing device provided by the invention can solve the factory of assembled piping lane with preparation method
Change making problem.
Brief description of the drawings
Fig. 1 piping lane hypomere template schematic diagrames；
Fig. 2 piping lane hypomere template floor map；
Fig. 3 piping lane the moon grooving template schematic diagrames；
Fig. 4 piping lane sun grooving template schematic diagrames；
In figure：1- piping lane hypomere inner template systems；11- piping lane hypomere inner templates；12- piping lane hypomere inner template crossbeams；13- piping lanes
Hypomere inner template vertical supporting；14- piping lane hypomere inner template cross-braces；2- piping lane hypomere exterior sheathing systems；21- piping lane hypomeres
Exterior sheathing；22- piping lane hypomere exterior sheathing gusseted columns；23- piping lane hypomere exterior sheathing gusseted bases；Under 24- piping lanes
Section exterior sheathing gusseted diagonal brace；3- piping lane inner and outer template tie-struts；31- piping lane inner and outer template vertical supporting pull bars；32- is managed
Corridor inner and outer template cross-brace pull bar；4- grooving templates；41- piping lane the moon grooving templates；42- piping lane sun grooving templates；5- stands；
51- makes platform；52- stand wheels；6- tracks；61- rail；62- sleepers；7- piping lane hypomeres；71- piping lane hypomere reinforcing bars；72- is managed
Section concrete under corridor.
Embodiment
Embodiment
Certain underground pipe gallery engineering grows 350 meters, and 6 meters of piping lane depth of section, 4 meters of width, top plate is thick 400 meters, 300 millimeters of side thickness,
Bottom plate is thick 500 millimeters；For convenience of construction, underground pipe gallery is divided into length and made for 6.0 meters of a length of units, it is pre- using batch production
System, prefabricated construction；It is shown as shown in Figure 1 to Figure 4 using a kind of assembled underground pipe gallery hypomere producing device and preparation method, tool
Body way is：
A kind of assembled underground pipe gallery hypomere producing device is, by piping lane hypomere inner template system 1, piping lane hypomere exterior sheathing system
2nd, piping lane inner and outer template tie-strut 3, grooving template 4, stand 5, track 6 and piping lane hypomere 7 form；Grooving template 4 is installed
Under suitable for reading and the piping lane hypomere inner template system 1 and piping lane of piping lane hypomere inner template system 1 and piping lane hypomere exterior sheathing system 2
Section exterior sheathing system 2 connects integral；Piping lane hypomere inner template system 1 and piping lane hypomere exterior sheathing system 2 by piping lane inside and outside
The drawknot of shuttering supporting pull bar 3, installed in the interior outside of piping lane hypomere 7；Piping lane hypomere inner template system 1, piping lane hypomere external mold
Plate body system 2, piping lane inner and outer template tie-strut 3, grooving template 4 and piping lane hypomere 7 are arranged on the top of stand 5；Stand 5 is installed
On track 6, and it can be moved on track 6；
Piping lane hypomere inner template system 1 is by piping lane hypomere inner template 11, piping lane hypomere inner template crossbeam 12, piping lane hypomere inner template
Vertical supporting 13 forms with piping lane hypomere inner template cross-brace 14；Piping lane hypomere inner template 11 is by top plate and biside plate group
Into door shape part, the piping lane hypomere manufactured with piping lane hypomere inner template 11 is high 5 meters, wide 4 meters, 400 millimeters of top plate thickness,
300 millimeters of side plate；The plate face of piping lane hypomere inner template 11 is made using the steel plate of 6 millimeters thicks, to increase the rigidity of plate, using width
40 millimeters, ribbed stiffener of the thick 3 millimeters band steel band as plate, ribbed stiffener, the steel angle stiffening rib are made in the edge of plate using 45 bugle steel
On at interval of 100 millimeters setting 10 millimeters of one diameter holes, the perforation for the " u "-shaped card being connected as side plate with top plate；Put more energy into
Rib is vertical with plate, and carrying out spot welding every 200 millimeters with plate is connected, along the elongated setting of the length direction of plate, the spacing 250 of ribbed stiffener
Millimeter；Side plate intersects vertically and consolidated with top plate in the both sides along piping lane length direction respectively；Piping lane hypomere exterior sheathing 21 is not set
Roof plate template.
The side plate of piping lane hypomere inner template 11 is made up of the support of inner template side plate, inner template side plate ribbed stiffener and inner template side plate
's；Inner template side plate is plate-shaped member, and the elongated setting along the two side of piping lane 8, inner template side plate ribbed stiffener is in inner template side
Ribbed stiffener is made in the edge of the top and bottom plate of plate using 45 bugle steel, is set always at interval of 100 millimeters on the steel angle stiffening rib
The hole that 10 millimeters of footpath, the perforation for the " u "-shaped card being connected as side plate with top plate；Centre use is wide 40 millimeters, thick 3 millimeters
Ribbed stiffener of the band steel band as plate, is spaced elongated setting；Piping lane hypomere inner template perpendicular to inner template side plate ribbed stiffener is vertical
Support 13 is arranged at intervals, and by inner template side plate ribbed stiffener, is linked to be entirety with inner template side plate, piping lane hypomere inner template is vertical
Support 13 and piping lane hypomere inner template cross-brace 14 intersect vertically and summed up, and piping lane hypomere inner template 11 is formed entirety.
Piping lane hypomere exterior sheathing system 2 is by under piping lane hypomere exterior sheathing 21, piping lane hypomere exterior sheathing gusseted column 22, piping lane
What section exterior sheathing gusseted base 23 formed with piping lane hypomere exterior sheathing gusseted diagonal brace 24；
The side plate of piping lane hypomere exterior sheathing 21 is made up of exterior sheathing side plate, exterior sheathing side plate ribbed stiffener；Piping lane hypomere exterior sheathing
It is parallel to each other between 21 side plate, upper end intersects vertically and consolidated with top plate both sides respectively；The side plate of piping lane hypomere exterior sheathing 21
Bottom (position intersected with the side plate of grooving template 4) and the topmost outside at (position intersected with top plate), using elongated bar
Part sets ribbed stiffener, and midfeather sets ribbed stiffener, and ribbed stiffener consolidates with side plate.
Piping lane inner and outer template tie-strut 3 is drawn by piping lane inner and outer template vertical supporting pull bar 31 and piping lane inner and outer template cross-brace
What bar 32 formed；Piping lane inner and outer template vertical supporting pull bar 31 is made using No. 6 long 6.1 meters channel-section steels, lower end and piping lane hypomere
Exterior sheathing gusseted base 23 is consolidated, and the hole for setting diameter 22-27 millimeters is stayed at the position of upper 50 millimeters of end web top down；Pipe
Corridor inner and outer template cross-brace pull bar 32 uses reinforcement fabrication of the length for 4.2 rice diameter 20-25 millimeters, 100 millimeters of both ends
Place sets the screw thread that pitch is 2 millimeters.
Grooving template 4 is made up of piping lane the moon grooving template 41 and piping lane sun grooving template 42；Grooving template is made by " ∏ " steel.
Stand 5 is made up of making platform 51 and stand wheel 52；Make wood of the platform 51 by length for 6 meters of 7 meters of width, 60 millimeters of thickness
Plate makes, and makes platform 51 and is erected on the wheel shaft of stand wheel 52, and the wheel shaft of stand wheel 52 is by growing the rod iron system of 40 millimeters of 4 rice diameter
Make, make platform 51 and moved together with the template on table top, reinforcing bar, concrete with stand wheel 52 on rail 61；
Track 6 is made up of rail 61 and sleeper 62；Rail 61 is made by the light rail of 11 feather weight, and light rail is arranged on by railway spike
The top of sleeper 62, intersected vertically with sleeper 62；Track 6 penetrates assembly chamber, pours room, steam-cured room, form removal room.
Piping lane hypomere 7 is made up of piping lane hypomere reinforcing bar 71 and piping lane hypomere concrete seven 2；Piping lane hypomere reinforcing bar 71 is in piping lane hypomere
In the parcel of concrete seven 2, piping lane hypomere concrete seven 2 is cast in piping lane hypomere inner template 11 and piping lane hypomere external mold by the room of pouring
It is molded between plate 21.
Piping lane hypomere inner template 11 and the lower mouth of piping lane hypomere exterior sheathing 11 are making the upper surface of platform 51, longitudinal along platform 51 is made
It is elongated to intersect vertically and be connected with piping lane sun grooving template 42.
Stand wheel 52 is made up of wheel shaft, steel wheel and bearing；Bearing is arranged on steel wheel centre, and the top installation of wheel shaft makes
Platform 51, the both ends of wheel shaft are connected by bearing with steel wheel concentric vertical.
Piping lane hypomere inner template system 1 installs piping lane hypomere reinforcing bar 71 after the over-assemble of stand 5, then installs piping lane hypomere exterior sheathing
System 2, grooving template 4 and piping lane inner and outer template tie-strut 3, are integrally formed assembled underground pipe gallery hypomere producing device；
Piping lane hypomere inner template vertical supporting 13, piping lane hypomere exterior sheathing gusseted base 23 and grooving template 4 are installed and consolidated
It is scheduled on and makes on platform 51；Enter after assembly chamber assembles and pour room casting concrete, it is steam-cured to enter back into steam-cured room, and last form removal will
Part lifting, which enters, stacks field.
Grooving template 4 is installed when first installing piping lane hypomere inner template system 1 on stand 5, when piping lane hypomere reinforcing bar 71 is installed, made
The crust and piping lane hypomere inner template system 1, piping lane hypomere exterior sheathing system 2 and grooving template 4 of piping lane hypomere reinforcing bar 71 are installed
Between have gap；The installation vibrations equipment in piping lane hypomere exterior sheathing system 2 and stand 5.
While piping lane hypomere concrete seven 2 are poured in concreting room, pacify in piping lane hypomere exterior sheathing system 2 and stand 5
Dress vibrations opening of device finishes until concreting.
Claims (8)
1. a kind of assembled underground pipe gallery hypomere producing device, it is characterized in that, by under piping lane hypomere inner template system (1), piping lane
Section exterior sheathing system (2), piping lane inner and outer template tie-strut (3), grooving template (4), stand (5), track (6) and piping lane hypomere
(7) form；Grooving template (4) is arranged on the suitable for reading of piping lane hypomere inner template system (1) and piping lane hypomere exterior sheathing system (2)
It is connected with piping lane hypomere inner template system (1) and piping lane hypomere exterior sheathing system (2) integral；Piping lane hypomere inner template system
(1) drawknot with piping lane hypomere exterior sheathing system (2) by piping lane inner and outer template tie-strut (3), installed in piping lane hypomere (7)
Interior outside；Piping lane hypomere inner template system (1), piping lane hypomere exterior sheathing system (2), piping lane inner and outer template tie-strut (3),
Grooving template (4) and piping lane hypomere (7) are arranged on the top of stand (5)；Stand (5) is arranged on track (6), and can be in track
(6) moved on；
Piping lane hypomere inner template system (1) is by piping lane hypomere inner template (11), piping lane hypomere inner template crossbeam (12), piping lane hypomere
Inner template vertical supporting (13) and piping lane hypomere inner template cross-brace (14) composition；
Piping lane hypomere exterior sheathing system (2) by piping lane hypomere exterior sheathing (21), piping lane hypomere exterior sheathing gusseted column (22),
Piping lane hypomere exterior sheathing gusseted base (23) and piping lane hypomere exterior sheathing gusseted diagonal brace (24) composition；
Piping lane inner and outer template tie-strut (3) is laterally propped up by piping lane inner and outer template vertical supporting pull bar (31) and piping lane inner and outer template
Support pull bar (32) composition；
Grooving template (4) is made up of piping lane the moon grooving template (41) and piping lane sun grooving template (42)；
Stand (5) is made up of making platform (51) and stand wheel (52)；Platform (51) is made to be erected on the wheel shaft of stand wheel (52),
Moved with stand wheel (52) on rail (61)；
Track (6) is made up of rail (61) and sleeper (62)；Rail (61) is arranged on the top of sleeper (62), with sleeper (62)
Intersect vertically；
Piping lane hypomere (7) is made up of piping lane hypomere reinforcing bar (71) and section concrete under piping lane (72)；Piping lane hypomere reinforcing bar (71) exists
Under piping lane in the parcel of section concrete (72).
2. a kind of assembled underground pipe gallery hypomere producing device according to claim 1, it is characterized in that, piping lane hypomere internal model
The side plate of plate (11) is made up of the support of inner template side plate, inner template side plate ribbed stiffener and inner template side plate；Inner template side plate is
Plate-shaped member, the elongated setting along the two side of piping lane hypomere (7), inner template side plate ribbed stiffener the top of inner template side plate,
Bottom and the elongated setting of midfeather；Piping lane hypomere inner template vertical supporting (13) perpendicular to inner template side plate ribbed stiffener is spaced
Set, by inner template side plate ribbed stiffener, be linked to be entirety, piping lane hypomere inner template vertical supporting (13) and pipe with inner template side plate
Corridor hypomere inner template cross-brace (14) intersects vertically and summed up, and forms piping lane hypomere inner template (11) overall.
3. a kind of assembled underground pipe gallery hypomere producing device according to claim 1, it is characterized in that, piping lane hypomere external mold
The side plate of plate (21) is made up of exterior sheathing side plate, exterior sheathing side plate ribbed stiffener；Between the side plate of piping lane hypomere exterior sheathing (21)
It is parallel to each other, external vibrator is installed, the side plate upper end of piping lane hypomere exterior sheathing (21) intersects vertically with top plate both sides respectively
And consolidate；The bottom (position intersected with grooving template (4) side plate) of piping lane hypomere exterior sheathing (21) side plate and topmost (with
The intersecting position of top plate) outside, ribbed stiffener is set using elongated rod member, midfeather sets ribbed stiffener, ribbed stiffener and side plate
Consolidation.
4. a kind of assembled underground pipe gallery hypomere producing device according to claim 1, it is characterized in that, piping lane hypomere internal model
The lower mouth of plate (11) and piping lane hypomere exterior sheathing (11) is elongated with managing in the upper surface of making platform (51), edge making platform (51) longitudinal direction
Corridor sun grooving template (42) intersects vertically and connected.
5. a kind of assembled underground pipe gallery hypomere producing device according to claim 1, it is characterized in that, stand wheel (52) by
What wheel shaft, steel wheel and bearing formed；Bearing is arranged on steel wheel centre, and the top installation of wheel shaft makes platform (51), wheel shaft
Both ends are connected by bearing with steel wheel concentric vertical.
6. according to a kind of preparation method of assembled underground pipe gallery hypomere described in claim 1, it is characterized in that, in piping lane hypomere
Template system (1) installs piping lane hypomere reinforcing bar (71) after stand (5) over-assemble, then install piping lane hypomere exterior sheathing system (2),
Grooving template (4) and piping lane inner and outer template tie-strut (3), are integrally formed assembled underground pipe gallery hypomere producing device；Pipe
Corridor hypomere inner template vertical supporting (13), piping lane hypomere exterior sheathing gusseted base (23) and grooving template (4) installation are simultaneously solid
It is scheduled on and makes on platform (51)；Enter after assembly chamber assembles and pour room casting concrete, it is steam-cured to enter back into steam-cured room, last form removal
Part is lifted to enter and stacks field.
7. a kind of preparation method of assembled underground pipe gallery hypomere according to claim 6, it is characterized in that, in stand (5)
Grooving template (4) is installed during upper first installation piping lane hypomere inner template system (1), when piping lane hypomere reinforcing bar (71) are installed, makes installation
The crust of piping lane hypomere reinforcing bar (71) and piping lane hypomere inner template system (1), piping lane hypomere exterior sheathing system (2) and grooving template
(4) there is gap between；The installation vibrations equipment in piping lane hypomere exterior sheathing system (2) and stand (5).
8. a kind of preparation method of assembled underground pipe gallery hypomere according to claim 6, it is characterized in that, poured in concrete
While building room and pour section concrete under piping lane (72), in piping lane hypomere exterior sheathing system (2) and stand (5) installing vibrations sets
It is standby to open until concreting finishes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711144112.4A CN107718243A (en) | 2017-11-17 | 2017-11-17 | A kind of assembled underground pipe gallery hypomere producing device and preparation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711144112.4A CN107718243A (en) | 2017-11-17 | 2017-11-17 | A kind of assembled underground pipe gallery hypomere producing device and preparation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107718243A true CN107718243A (en) | 2018-02-23 |
Family
ID=61217207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711144112.4A Pending CN107718243A (en) | 2017-11-17 | 2017-11-17 | A kind of assembled underground pipe gallery hypomere producing device and preparation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107718243A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381886A (en) * | 2016-11-09 | 2017-02-08 | 苏州科技大学 | Partially-prefabricated assembled steel and concrete combined utility tunnel |
| CN106988339A (en) * | 2017-03-23 | 2017-07-28 | 海门市帕源路桥建设有限公司 | Sandy gravel stratum piping lane construction technology |
| CN206374015U (en) * | 2016-08-31 | 2017-08-04 | 长沙楚鸿机械有限公司 | Concrete pipe gallery vertical-forming die and system |
| CN107165191A (en) * | 2017-05-26 | 2017-09-15 | 中国十九冶集团有限公司 | City integrated piping lane mould and its application method |
-
2017
- 2017-11-17 CN CN201711144112.4A patent/CN107718243A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN206374015U (en) * | 2016-08-31 | 2017-08-04 | 长沙楚鸿机械有限公司 | Concrete pipe gallery vertical-forming die and system |
| CN106381886A (en) * | 2016-11-09 | 2017-02-08 | 苏州科技大学 | Partially-prefabricated assembled steel and concrete combined utility tunnel |
| CN106988339A (en) * | 2017-03-23 | 2017-07-28 | 海门市帕源路桥建设有限公司 | Sandy gravel stratum piping lane construction technology |
| CN107165191A (en) * | 2017-05-26 | 2017-09-15 | 中国十九冶集团有限公司 | City integrated piping lane mould and its application method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108265885B (en) | Construction method of high-large non-orthogonal large-inclination-angle special-shaped concrete inclined column | |
| CN103410269B (en) | Prestressing without bondn cast-in-place reinforced concrete hollow slab constructing structure and construction method | |
| CN206607863U (en) | A kind of post-cast strip temporary support structure | |
| CN204899204U (en) | Mouthful structure concrete structure's of department a template system fetches earth among reverse construction method | |
| CN109610817A (en) | Cross beam falsework and its design and construction method | |
| CN101935986A (en) | Overwater large-span steel tube pile cast-in-situ trestle and building method thereof | |
| CN203021923U (en) | Big cantilever bent cap steel truss construction platform | |
| CN206986719U (en) | A kind of bridge floor anti-collision wall reinforcing bar positioning installation apparatus | |
| CN103410102A (en) | H-shaped double column pier wide-bridge-surface cantilever temporary consolidation structure and construction method thereof | |
| CN105839784B (en) | Assembled jacking type construction techniques | |
| CN107355008B (en) | Prefabricated connection structure and method for newly added concrete filled steel tubular column and existing structure | |
| CN114770706B (en) | Light T-beam prefabrication equipment and prefabrication installation construction method | |
| CN210976328U (en) | Secondary structure capable of being assembled for construction | |
| CN106760615A (en) | A kind of ruggedized construction and its construction method for shear wall concrete replacement | |
| CN210216163U (en) | Self-supporting cantilever formwork support system | |
| CN103452350A (en) | Fabricated electronic workshop and construction method thereof | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN102409848A (en) | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor | |
| CN106320183A (en) | Assembly type bent cap formwork system | |
| CN108098978A (en) | A kind of assembled underground pipe gallery epimere producing device and production method | |
| CN203238950U (en) | Concrete beam formwork supported by trusses suspended in air | |
| CN102767378B (en) | Method for constructing distyle tunnel portal by framed bent | |
| CN205077686U (en) | Close girt strip board construction structures based on -in -place mould | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN109024685B (en) | Large-volume concrete bottom plate steel bar supporting system and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180223 |
|
| RJ01 | Rejection of invention patent application after publication |