CN108286264A - A kind of assembled underground pipe gallery hypomere reinforcing bar and production method - Google Patents
A kind of assembled underground pipe gallery hypomere reinforcing bar and production method Download PDFInfo
- Publication number
- CN108286264A CN108286264A CN201711288145.6A CN201711288145A CN108286264A CN 108286264 A CN108286264 A CN 108286264A CN 201711288145 A CN201711288145 A CN 201711288145A CN 108286264 A CN108286264 A CN 108286264A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- reinforcing bar
- bottom plate
- side wall
- 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.)
- Withdrawn
Links
Classifications
-
- 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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Sink And Installation For Waste Water (AREA)
Abstract
The present invention relates to a kind of assembled underground pipe gallery hypomere reinforcing bar and production methods, what the quick Fabrication to solve assembled piping lane hypomere reinforcing bar was designed with installation, belong to building material field；Piping lane hypomere reinforcing bar system is made of piping lane baseplate reinforcing bar, piping lane bottom plate lower layer transverse steel, piping lane hypomere side wall reinforcing bar, piping lane hypomere side wall tongue and groove reinforcing bar, piping lane gutter reinforcing bar；Piping lane hypomere side wall reinforcing bar sets up separately in the both sides on piping lane baseplate reinforcing bar top, intersects vertically and consolidates with piping lane baseplate reinforcing bar；Piping lane hypomere side wall tongue and groove steel-bar arrangement is in the upper end of piping lane hypomere side wall reinforcing bar and forms entirety；Groove position of the piping lane gutter steel-bar arrangement in the middle part of piping lane baseplate reinforcing bar forms entirety；Assembled underground pipe gallery hypomere reinforcing bar provided by the invention is the skeleton of piping lane hypomere, is played an important role to making, the installation of piping lane hypomere.
Description
Technical field
It is to solve assembled piping lane hypomere the present invention relates to a kind of assembled underground pipe gallery hypomere reinforcing bar and production method
What the quick Fabrication of reinforcing bar was designed with installation, belong to building material field.
Background technology
To solve the problems, such as city rainy season serious waterlogging, underground pipe gallery is being carried out by country, to solve China's underground piping
Long-term chaotic setting, the difficult problem of city rainy season draining, this is a great strategic measure, and country's decision is in the whole nation at present
Underground pipe gallery is carried out in 56 big and medium-sized cities, pilot is set, promoted the use of again in each city in the whole nation after acquirement experience.
China used underground pipe gallery in integrated mill's construction, these underground pipe galleries all use the piping lane of cast-in-place concrete
Construction, work progress is long, entirely wet construction, and operating personnel's labor intensity is big, as the economic development in China and population are aged
The acceleration of change, migrant workers as construction operating personnel greatly more to retirement with close to pensioner's age, and it is new
Labour is graduates from universities and secondary specialized schools mostly, is reluctant to be also impossible to take over past rural migrant worker that solution is above-mentioned to be engaged in construction industry operation
The most effectual way of problem is to carry out the batch production making of building subassembly component, in-site installation；Existing piping lane reinforcement fabrication, peace
Dress is all to make at the construction field (site), and making precision is low, and the set-up time is long, and the workload of operating personnel is big, and labor intensity is big, uncomfortable
Close Modern Construction requirement.
Invention content
Present solution provides a kind of assembled underground pipe gallery hypomere reinforcing bar and production methods, are asked for solving above-mentioned technology
Topic.
A kind of assembled underground pipe gallery hypomere reinforcing bar, the assembled underground pipe gallery side of being tube structure, for convenience of making, transporting
Defeated, installation, underground pipe gallery staged and layered is made；Assembled underground pipe gallery epimere reinforcing bar is by piping lane epimere reinforcing bar system, pipe
Corridor hypomere reinforcing bar system, piping lane bottom plate built-in fitting, drainpipe form；Piping lane hypomere reinforcing bar system is to form the bone of piping lane hypomere
Frame；
Piping lane hypomere reinforcing bar system is by piping lane baseplate reinforcing bar, piping lane bottom plate lower layer transverse steel, piping lane hypomere side wall reinforcing bar, piping lane
Hypomere side wall tongue and groove reinforcing bar, piping lane gutter reinforcing bar form；Piping lane hypomere side wall reinforcing bar sets up separately on piping lane baseplate reinforcing bar top
Both sides, intersect vertically and consolidate with piping lane baseplate reinforcing bar；Piping lane hypomere side wall tongue and groove steel-bar arrangement is in piping lane hypomere side wall steel
The upper end of muscle simultaneously forms entirety；Groove position of the piping lane gutter steel-bar arrangement in the middle part of piping lane baseplate reinforcing bar forms entirety；
Assembled underground pipe gallery hypomere reinforcing bar is by piping lane bottom plate longitudinal reinforcement, piping lane bottom plate lower layer transverse steel, piping lane bottom plate
Upper layer transverse steel, piping lane hypomere side wall longitudinal reinforcement, piping lane hypomere side wall vertical reinforcement, piping lane hypomere side wall steel tie,
Piping lane hypomere side wall tongue and groove reinforcing bar, piping lane gutter longitudinal reinforcement, piping lane gutter vertical reinforcement, piping lane gutter transverse direction steel
Muscle, piping lane gutter tension rib and piping lane bottom plate tension rib composition；
Piping lane bottom plate longitudinal reinforcement, piping lane bottom plate lower layer transverse steel, piping lane bottom plate upper layer transverse steel, piping lane hypomere side wall are vertical
To reinforcing bar, piping lane hypomere side wall vertical reinforcement, piping lane gutter longitudinal reinforcement, piping lane gutter vertical reinforcement and piping lane gutter
Transverse steel preferential recommendation uses II grade of reinforcement fabrication of 20-15 millimeters of diameter, piping lane hypomere side wall steel tie, piping lane draining
Ditch tension rib uses I grade of reinforcement fabrication of 10 millimeters of diameter with piping lane bottom plate tension rib preferential recommendation；Piping lane bottom plate longitudinal reinforcement
It is vertical with piping lane bottom plate lower layer's transverse steel to consolidate, form piping lane bottom plate lower layer reinforced mesh；Piping lane bottom plate longitudinal reinforcement and pipe
Corridor bottom plate upper layer transverse steel vertically consolidates, and forms piping lane bottom plate top bars mesh sheet and sets up separately in pipe trench both sides, is drained with piping lane
Ditch vertical reinforcement intersects vertically and consolidates, and forms piping lane bottom plate top bars, piping lane bottom is connected by piping lane bottom plate tension rib
The main reinforced mesh of plate and piping lane gutter reinforcing bar collectively constitute the main reinforcing bar of piping lane bottom plate；
Piping lane gutter longitudinal reinforcement, which intersects vertically and consolidated with piping lane gutter vertical reinforcement, forms piping lane draining furrow bank reinforcing bar
Mesh sheet；Piping lane gutter longitudinal reinforcement, which intersects vertically and consolidates with piping lane gutter transverse steel, forms piping lane gutter bottom reinforcing bar
Mesh sheet；Piping lane gutter bottom reinforced mesh is arranged in parallel with piping lane baseplate reinforcing bar mesh sheet, passes through piping lane gutter tension rib and pipe
Corridor baseplate reinforcing bar net drawknot；Draining furrow bank reinforced mesh top intersects vertically and consolidates with piping lane bottom plate top bars mesh sheet, under
Portion intersects vertically and consolidates with piping lane gutter bottom reinforced mesh, forms gutter reinforced mesh；Piping lane bottom plate lower layer bar-mat reinforcement
Piping lane baseplate reinforcing bar is collectively formed in piece, piping lane bottom plate top bars mesh sheet and piping lane gutter bottom reinforced mesh；
Piping lane hypomere side wall longitudinal reinforcement intersects vertically and consolidates with piping lane hypomere side wall vertical reinforcement, forms piping lane hypomere side wall
Ectonexine reinforced mesh, by the drawknot of piping lane hypomere side wall steel tie, the ectonexine reinforced mesh of piping lane hypomere side wall,
Upper end forms piping lane hypomere side wall reinforcing bar with piping lane hypomere side wall tongue and groove reinforcing bar；Piping lane hypomere side wall reinforcing bar is in piping lane baseplate reinforcing bar
Piping lane hypomere reinforcing bar is collectively formed with piping lane baseplate reinforcing bar in both sides；It is pre-buried that piping lane bottom plate is installed in piping lane hypomere reinforcing bar longitudinal direction both sides
Part；Drainpipe is installed in piping lane hypomere reinforcing bar base plate；
Piping lane bottom plate built-in fitting 3 is the important component for connecting piping lane and basis, and preferential recommendation is made of No. 75 equal leg angles, angle
45 degree of directions of skew back, two diameter of parallel welding, 10 millimeters long 100 millimeters of anchor fluke, 300 millimeters of anchor fluke interval, piping lane in two limb of steel
In piping lane bottom two corners along elongated setting, anchor fluke is welded on piping lane baseplate reinforcing bar bottom plate built-in fitting 3 by when installation；
Drainpipe is that piping lane internal water accumulation arranges critical piece to main sewer from gutter, and preferential recommendation uses 50 millimeters thick of diameter
2 millimeters of plastic conduit makes normal bend, is spaced 3 meters of settings；The suitable for reading of drainpipe is arranged in the center in gutter, lower mouth
It is arranged in the same side of piping lane bottom plate.
The piping lane hypomere side wall tongue and groove reinforcing bar is by several " recessed " shape reinforcing bars and several piping lane hypomere side wall longitudinal directions steel
Muscle intersects vertically to be formed, and " recessed " shape reinforcing bar preferential recommendation uses I grade of reinforcement fabrication of 6 millimeters of diameter, piping lane hypomere side wall tongue and groove
Reinforcement installation is in the top of piping lane hypomere side wall reinforcing bar and consolidation formation.
The piping lane gutter reinforcing bar is intersected vertically by several " ∪ " shape reinforcing bars and several piping lane gutters longitudinal reinforcement
It is formed, " ∪ " shape reinforcing bar preferential recommendation uses I grade of reinforcement fabrication of 6 millimeters of diameter, and piping lane gutter reinforcement installation is at piping lane bottom
The intermediate position at the top of slab muscle and consolidation.
The production method of the assembled underground pipe gallery hypomere reinforcing bar, including reinforcing bar processing, making and installation side
Method.
（1）The processing method of reinforcing bar
Before steel bar meter, it is necessary to calculate the length of reinforcing bar, draw reinforcement fabrication schematic diagram；Operating personnel is according to reinforcement fabrication
Schematic diagram derusts to reinforcing bar, blanking, cut-out, bending；
Piping lane bottom plate longitudinal reinforcement, piping lane hypomere side wall longitudinal reinforcement, piping lane gutter longitudinal reinforcement length according to segmentation
Piping lane length processing；The length of piping lane bottom plate lower layer transverse steel is the anchorage length that baseplate width adds twice, and anchorage length is
10 times of bar diameter；The length of piping lane bottom plate upper layer transverse steel is the anchorage length that inner space width adds twice, anchorage length
It is 10 times of bar diameter；The length of piping lane hypomere side wall vertical reinforcement is that piping lane hypomere Sidewall Height adds twice of anchoring to grow
Degree, anchorage length are 10 times of bar diameter；The length of piping lane gutter vertical reinforcement is that pipe trench height adds twice of anchoring to grow
Degree, anchorage length are 10 times of bar diameter；The length of piping lane gutter transverse steel is that pipe trench width adds twice of anchoring to grow
Degree, anchorage length are 10 times of bar diameter；Piping lane hypomere side wall steel tie, piping lane gutter tension rib and piping lane bottom plate are drawn
Muscle serpentine reinforcing bar is tied, length is equal to 10 times that the distance between two reinforced mesh add two bar diameters.
（2）The production method of reinforcing bar
The reinforcing bar preferential recommendation processed is used to the method screwing steel bars mesh sheet of reinforcing bar electric welding；It is fabricated to bar-mat reinforcement by connection
Piece, including by piping lane roof steel bar mesh sheet, piping lane epimere side wall reinforced mesh, piping lane hypomere side wall reinforcing bar and corridor piping lane Bottom Board Steel
Muscle；
Piping lane hypomere side wall longitudinal reinforcement is intersected vertically and consolidated with piping lane hypomere side wall vertical reinforcement, piping lane hypomere side is formed
The ectonexine reinforced mesh of wall passes through the drawknot of piping lane hypomere side wall steel tie, the ectonexine bar-mat reinforcement of piping lane hypomere side wall
Piece, upper end form piping lane hypomere side wall reinforcing bar with piping lane hypomere side wall tongue and groove reinforcing bar；
It consolidates piping lane bottom plate longitudinal reinforcement is vertical with piping lane bottom plate lower layer's transverse steel, forms piping lane bottom plate lower layer bar-mat reinforcement
Piece；It consolidates piping lane bottom plate longitudinal reinforcement is vertical with piping lane bottom plate upper layer transverse steel, forms piping lane bottom plate top bars mesh sheet
Set up separately in pipe trench both sides, intersect vertically and consolidate with piping lane gutter vertical reinforcement, forms piping lane bottom plate top bars, pass through pipe
Corridor bottom plate tension rib connects into the main reinforced mesh of piping lane bottom plate and piping lane gutter reinforcing bar collectively constitutes the main steel of piping lane bottom plate
Muscle.
（3）The installation method of reinforcing bar
The both sides of two panels piping lane hypomere side wall reinforcing bar and corridor piping lane baseplate reinforcing bar are intersected vertically and consolidated, are tied up with No. 12 iron wires
It pricks, forms piping lane hypomere reinforcing bar；
Piping lane hypomere reinforcement installation can be made to piping lane hypomere component in corresponding template.
Assembled underground pipe gallery hypomere reinforcing bar provided by the invention is the skeleton of piping lane hypomere component, to the making of piping lane,
Installation plays an important role.
Description of the drawings
Fig. 1 is piping lane epimere reinforcing bar schematic diagram.
Fig. 2 is the 1-1 structural schematic diagrams of Fig. 1.
Fig. 3 is the 2-2 structural schematic diagrams of Fig. 1.
In figure：1- piping lane hypomere reinforcing bar systems；11- piping lane bottom plate longitudinal reinforcements；12- piping lane bottom plates lower layer transverse steel；
13- piping lane bottom plates upper layer transverse steel；14- piping lane hypomere side wall longitudinal reinforcements；15- piping lane hypomere side wall vertical reinforcements；16- is managed
Corridor hypomere side wall steel tie；17- piping lane hypomere side wall tongue and groove reinforcing bars；18- piping lanes gutter longitudinal reinforcement；19- piping lanes drain
Ditch vertical reinforcement；110- piping lanes gutter transverse steel；111- piping lanes gutter tension rib；112- piping lane bottom plate tension ribs；2-
Piping lane bottom plate built-in fitting；3- drainpipes.
Specific implementation mode
Embodiment
15 kms are grown in certain urban construction one, internal 4 meters wide, 6 meters high, 300 millimeters of top plate thickness and wall thickness, base plate thickness 500
Millimeter, using fabricated construction scheme.Specific practice is as shown in Figure 1.
Assembled underground pipe gallery hypomere reinforcing bar be by piping lane bottom plate longitudinal reinforcement 11, piping lane bottom plate lower layer transverse steel 12,
Piping lane bottom plate upper layer transverse steel 13, piping lane hypomere side wall longitudinal reinforcement 14, piping lane hypomere side wall vertical reinforcement 15, piping lane hypomere
Side wall steel tie 16, piping lane hypomere side wall tongue and groove reinforcing bar 17, piping lane gutter longitudinal reinforcement 18, piping lane gutter vertical reinforcement
19, piping lane gutter transverse steel 110, piping lane gutter tension rib 111 and piping lane bottom plate tension rib 112 form；
Piping lane bottom plate longitudinal reinforcement 11, piping lane bottom plate lower layer transverse steel 12, piping lane bottom plate upper layer transverse steel 13, piping lane hypomere
Side wall longitudinal reinforcement 14, piping lane hypomere side wall vertical reinforcement 15, piping lane gutter longitudinal reinforcement 18, piping lane gutter vertical reinforcement
19 use II grade of reinforcement fabrication of long 15 millimeters of 6 rice diameter, piping lane hypomere side wall drawknot steel with piping lane gutter transverse steel 110
Muscle 16, piping lane gutter tension rib 111 are with piping lane bottom plate tension rib 112 using I grade of reinforcement fabrication of 10 millimeters of diameter；Piping lane bottom
The consolidation vertical with piping lane bottom plate lower layer's transverse steel 12 of plate longitudinal reinforcement 11, forms piping lane bottom plate lower layer reinforced mesh；Piping lane bottom
The consolidation vertical with piping lane bottom plate upper layer transverse steel 13 of plate longitudinal reinforcement 11, forms piping lane bottom plate top bars mesh sheet and sets up separately in pipe
Ditch both sides intersect vertically and consolidate with piping lane gutter vertical reinforcement 19, form piping lane bottom plate top bars, pass through piping lane bottom plate
Tension rib 112 connects into the main reinforced mesh of piping lane bottom plate and piping lane gutter reinforcing bar collectively constitutes the main reinforcing bar of piping lane bottom plate；
Piping lane gutter longitudinal reinforcement 18, which intersects vertically and consolidated with piping lane gutter vertical reinforcement 19, forms piping lane draining furrow bank
Reinforced mesh；Piping lane gutter longitudinal reinforcement 18, which intersects vertically and consolidated with piping lane gutter transverse steel 110, forms piping lane row
Ditch bottom reinforced mesh；Piping lane gutter bottom reinforced mesh is arranged in parallel with piping lane baseplate reinforcing bar mesh sheet, passes through piping lane gutter
Tension rib 111 and piping lane baseplate reinforcing bar net drawknot；It is vertical with piping lane bottom plate top bars mesh sheet to drain furrow bank reinforced mesh top
Intersect and consolidate, lower part intersects vertically and consolidates with piping lane gutter bottom reinforced mesh, forms gutter reinforced mesh；Piping lane bottom
Piping lane Bottom Board Steel is collectively formed in plate lower layer reinforced mesh, piping lane bottom plate top bars mesh sheet and piping lane gutter bottom reinforced mesh
Muscle；
Piping lane hypomere side wall longitudinal reinforcement 14 intersects vertically and consolidates with piping lane hypomere side wall vertical reinforcement 15, forms piping lane hypomere
The ectonexine reinforced mesh of side wall passes through the drawknot of piping lane hypomere side wall steel tie 16, the ectonexine steel of piping lane hypomere side wall
Muscle mesh sheet, upper end form piping lane hypomere side wall reinforcing bar with piping lane hypomere side wall tongue and groove reinforcing bar 17；Piping lane hypomere side wall reinforcing bar is in pipe
Piping lane hypomere reinforcing bar is collectively formed with piping lane baseplate reinforcing bar in corridor baseplate reinforcing bar both sides；Piping lane hypomere reinforcing bar longitudinal direction both sides installing pipe
Corridor bottom plate built-in fitting 3；Drainpipe 4 is installed in piping lane hypomere reinforcing bar base plate；
Piping lane bottom plate built-in fitting 2 is the important component for connecting piping lane and basis, is made of long 6 meters of No. 75 equal leg angles, angle
45 degree of directions of skew back, two diameter of parallel welding, 10 millimeters long 100 millimeters of anchor fluke, 300 millimeters of anchor fluke interval, piping lane in two limb of steel
In piping lane bottom two corners along elongated setting, anchor fluke is welded on piping lane baseplate reinforcing bar bottom plate built-in fitting 2 by when installation；
Drainpipe 3 is that piping lane internal water accumulation arranges critical piece to main sewer from gutter, using 2 millimeters of 50 millimeters thick of diameter
Plastic conduit makes normal bend, is spaced 3 meters of settings；The suitable for reading of drainpipe 3 is arranged in the center in gutter, and lower mouth setting exists
The same side of piping lane bottom plate.
The piping lane hypomere side wall tongue and groove reinforcing bar 17 is longitudinal by several " recessed " shape reinforcing bars and several piping lane hypomere side walls
Reinforcing bar 14 intersects vertically to be formed, and " recessed " shape reinforcing bar uses I grade of reinforcement fabrication of 6 millimeters of diameter, piping lane hypomere side wall tongue and groove reinforcing bar
17 are mounted on the top of piping lane hypomere side wall reinforcing bar and consolidation formation.
The piping lane gutter reinforcing bar is by several " ∪ " shape reinforcing bars phase vertical with several piping lane gutters longitudinal reinforcement 18
It hands over and is formed, " ∪ " shape reinforcing bar uses I grade of reinforcement fabrication of 6 millimeters of diameter, and piping lane gutter reinforcement installation is in piping lane baseplate reinforcing bar
Top intermediate position and consolidation.
The production method of the assembled underground pipe gallery hypomere reinforcing bar, including reinforcing bar processing, making and installation side
Method.
（1）The processing method of reinforcing bar
Before steel bar meter, it is necessary to calculate the length of reinforcing bar, draw reinforcement fabrication schematic diagram；Operating personnel is according to reinforcement fabrication
Schematic diagram derusts to reinforcing bar, blanking, cut-out, bending；
Piping lane bottom plate longitudinal reinforcement 11, piping lane hypomere side wall longitudinal reinforcement 14, piping lane gutter longitudinal reinforcement 18 length according to
The piping lane length processing of segmentation；The length of piping lane bottom plate lower layer transverse steel 12 is the anchorage length that baseplate width adds twice, anchor
Gu length is 10 times of bar diameter；The length of piping lane bottom plate upper layer transverse steel 13 is that inner space width adds twice of anchoring to grow
Degree, anchorage length are 10 times of bar diameter；The length of piping lane hypomere side wall vertical reinforcement 15 is that piping lane hypomere Sidewall Height adds
Twice of anchorage length, anchorage length are 10 times of bar diameter；The length of piping lane gutter vertical reinforcement 19 is pipe trench height
It is 10 times of bar diameter to add twice of anchorage length, anchorage length；The length of piping lane gutter transverse steel 110 is that pipe trench is wide
Degree plus twice of anchorage length, anchorage length are 10 times of bar diameter；Piping lane hypomere side wall steel tie 16, piping lane gutter
Tension rib 111 and 112 serpentine reinforcing bar of piping lane bottom plate tension rib, length are equal to the distance between two reinforced mesh and add two reinforcing bars straight
10 times of diameter.
（2）The production method of reinforcing bar
The reinforcing bar preferential recommendation processed is used to the method screwing steel bars mesh sheet of reinforcing bar electric welding；It is fabricated to bar-mat reinforcement by connection
Piece, including by piping lane roof steel bar mesh sheet, piping lane epimere side wall reinforced mesh, piping lane hypomere side wall reinforcing bar and corridor piping lane Bottom Board Steel
Muscle；
Piping lane hypomere side wall longitudinal reinforcement 14 is intersected vertically and consolidated with piping lane hypomere side wall vertical reinforcement 15, is formed under piping lane
The ectonexine reinforced mesh of section side wall, passes through the drawknot of piping lane hypomere side wall steel tie 16, the ectonexine of piping lane hypomere side wall
Reinforced mesh, upper end form piping lane hypomere side wall reinforcing bar with piping lane hypomere side wall tongue and groove reinforcing bar 17；
By the consolidation vertical with piping lane bottom plate lower layer's transverse steel 12 of piping lane bottom plate longitudinal reinforcement 11, piping lane bottom plate lower layer reinforcing bar is formed
Mesh sheet；By the consolidation vertical with piping lane bottom plate upper layer transverse steel 13 of piping lane bottom plate longitudinal reinforcement 11, piping lane bottom plate upper layer steel is formed
Muscle mesh sheet sets up separately in pipe trench both sides, intersects vertically and consolidates with piping lane gutter vertical reinforcement 19, forms piping lane bottom plate upper layer steel
Muscle connects into the main reinforced mesh of piping lane bottom plate by piping lane bottom plate tension rib 112 and piping lane gutter reinforcing bar collectively constitutes pipe
The main reinforcing bar of corridor bottom plate.
（3）The installation method of reinforcing bar
The both sides of two panels piping lane hypomere side wall reinforcing bar and corridor piping lane baseplate reinforcing bar are intersected vertically and consolidated, are tied up with No. 12 iron wires
It pricks, forms piping lane hypomere reinforcing bar；Piping lane hypomere reinforcement installation can be made to piping lane hypomere component in corresponding template.
Claims (6)
1. a kind of assembled underground pipe gallery hypomere reinforcing bar, characterized in that piping lane hypomere reinforcing bar system（1）By piping lane baseplate reinforcing bar,
Piping lane bottom plate lower layer transverse steel, piping lane hypomere side wall reinforcing bar, piping lane hypomere side wall tongue and groove reinforcing bar, piping lane gutter reinforcing bar composition
's；Piping lane hypomere side wall reinforcing bar sets up separately in the both sides on piping lane baseplate reinforcing bar top, intersects vertically and consolidates with piping lane baseplate reinforcing bar；
Piping lane hypomere side wall tongue and groove steel-bar arrangement is in the upper end of piping lane hypomere side wall reinforcing bar and forms entirety；Piping lane gutter steel-bar arrangement
Groove position in the middle part of piping lane baseplate reinforcing bar forms entirety；
Piping lane hypomere reinforcing bar system（1）By piping lane bottom plate longitudinal reinforcement（11）, piping lane bottom plate lower layer transverse steel（12）, piping lane bottom
Plate upper layer transverse steel（13）, piping lane hypomere side wall longitudinal reinforcement（14）, piping lane hypomere side wall vertical reinforcement（15）, piping lane hypomere
Side wall steel tie（16）, piping lane hypomere side wall tongue and groove reinforcing bar（17）, piping lane gutter longitudinal reinforcement（18）, piping lane gutter it is perpendicular
To reinforcing bar（19）, piping lane gutter transverse steel（110）, piping lane gutter tension rib（111）With piping lane bottom plate tension rib（112）
Composition；Piping lane bottom plate longitudinal reinforcement（11）With piping lane bottom plate lower layer transverse steel（12）Vertical consolidation, forms under piping lane bottom plate
Layer reinforced mesh；Piping lane bottom plate longitudinal reinforcement（11）With piping lane bottom plate upper layer transverse steel（13）Vertical consolidation, forms piping lane bottom
Plate top bars mesh sheet sets up separately in pipe trench both sides, with piping lane gutter vertical reinforcement（19）It intersects vertically and consolidates, form piping lane
Bottom plate top bars pass through piping lane bottom plate tension rib（112）Connect into the main reinforced mesh of piping lane bottom plate and piping lane gutter steel
Muscle collectively constitutes the main reinforcing bar of piping lane bottom plate；Piping lane gutter longitudinal reinforcement（18）With piping lane gutter vertical reinforcement（19）Vertically
Intersection and consolidation form piping lane draining furrow bank reinforced mesh；Piping lane gutter longitudinal reinforcement（18）With piping lane gutter transverse steel
（110）It intersects vertically and consolidates and form piping lane gutter bottom reinforced mesh；Piping lane gutter bottom reinforced mesh and piping lane Bottom Board Steel
Muscle mesh sheet is arranged in parallel, and passes through piping lane gutter tension rib（111）With piping lane baseplate reinforcing bar net drawknot；Drain furrow bank reinforced mesh
Top intersects vertically and consolidates with piping lane bottom plate top bars mesh sheet, lower part and piping lane gutter bottom reinforced mesh intersect vertically and
Consolidation forms gutter reinforced mesh；Piping lane bottom plate lower layer reinforced mesh, piping lane bottom plate top bars mesh sheet and piping lane gutter
Piping lane baseplate reinforcing bar is collectively formed in bottom reinforced mesh；
Piping lane hypomere side wall longitudinal reinforcement（14）With piping lane hypomere side wall vertical reinforcement（15）It intersects vertically and consolidates, form piping lane
The ectonexine reinforced mesh of hypomere side wall passes through piping lane hypomere side wall steel tie（16）Drawknot, piping lane hypomere side wall it is interior
Outer reinforcement mesh sheet, upper end and piping lane hypomere side wall tongue and groove reinforcing bar（17）Form piping lane hypomere side wall reinforcing bar；Piping lane hypomere side wall
Piping lane hypomere reinforcing bar is collectively formed in piping lane baseplate reinforcing bar both sides, with piping lane baseplate reinforcing bar in reinforcing bar；Piping lane hypomere reinforcing bar longitudinal two
Side is installed by piping lane bottom plate built-in fitting（2）；Drainpipe is installed in piping lane hypomere reinforcing bar base plate（3）.
2. a kind of assembled underground pipe gallery reinforcing bar according to claim 1, characterized in that piping lane hypomere side wall tongue and groove reinforcing bar
（17）By several " recessed " shape reinforcing bars and several piping lane hypomere side wall longitudinal reinforcements（14）It intersects vertically to be formed, piping lane hypomere side wall
Tongue and groove reinforcing bar（17）Mounted on the top of piping lane hypomere side wall reinforcing bar and consolidation formation.
3. a kind of assembled underground pipe gallery reinforcing bar according to claim 1, characterized in that piping lane gutter reinforcing bar is by several
" ∪ " shape reinforcing bar and several piping lane gutters longitudinal reinforcement（18）It intersects vertically to be formed, piping lane gutter reinforcement installation is at piping lane bottom
The intermediate position at the top of slab muscle and consolidation.
4. a kind of assembled underground pipe gallery reinforcing bar according to claim 1, characterized in that piping lane bottom plate built-in fitting（2）By
Anchor fluke is arranged in the inside of " ∟ " section steel manufactures, " ∟ " shaped steel；Piping lane bottom plate built-in fitting（2）Lower part in piping lane bottom plate section
Two corners are installed along longitudinal direction, and anchor fluke is consolidated with piping lane baseplate reinforcing bar.
5. a kind of assembled underground pipe gallery reinforcing bar according to claim 1, characterized in that drainpipe（3）In piping lane bottom plate
Middle interval is arranged, and is embedded in piping lane bottom plate in underground pipe gallery reinforcement fabrication installation process.
6. making a kind of assembled underground pipe gallery steel of the piping lane hypomere reinforcing bar described in claim 1 ~ 5 any one claim
The production method of muscle, characterized in that the method for processing, making and installation including reinforcing bar：
Step 1）The processing method of reinforcing bar
Before steel bar meter, it is necessary to calculate the length of reinforcing bar, draw reinforcement fabrication schematic diagram；Operating personnel is according to reinforcement fabrication
Schematic diagram derusts to reinforcing bar, blanking, cut-out, bending；
Step 2）The production method of reinforcing bar
The reinforcing bar processed is fabricated to reinforced mesh, including piping lane hypomere side wall reinforced mesh and corridor piping lane bottom plate by connection
Reinforced mesh；
By piping lane hypomere side wall longitudinal reinforcement（14）With piping lane hypomere side wall vertical reinforcement（15）It intersects vertically and consolidates, form pipe
The ectonexine reinforced mesh of corridor hypomere side wall passes through piping lane hypomere side wall steel tie（16）Drawknot, piping lane hypomere side wall
Ectonexine reinforced mesh, upper end and piping lane hypomere side wall tongue and groove reinforcing bar（17）Form piping lane hypomere side wall reinforcing bar；
By piping lane bottom plate longitudinal reinforcement（11）With piping lane bottom plate lower layer transverse steel（12）Vertical consolidation, forms piping lane bottom plate lower layer
Reinforced mesh；By piping lane bottom plate longitudinal reinforcement（11）With piping lane bottom plate upper layer transverse steel（13）Vertical consolidation, forms piping lane bottom
Plate top bars mesh sheet sets up separately in pipe trench both sides, with piping lane gutter vertical reinforcement（19）It intersects vertically and consolidates, form piping lane
Bottom plate top bars pass through piping lane bottom plate tension rib（112）Connect into the main reinforced mesh of piping lane bottom plate and piping lane gutter steel
Muscle collectively constitutes the main reinforcing bar of piping lane bottom plate；
Step 3）The installation method of reinforcing bar
The both sides of two panels piping lane hypomere side wall reinforcing bar and corridor piping lane baseplate reinforcing bar are intersected vertically and consolidated, piping lane hypomere steel is formed
Muscle；Piping lane hypomere reinforcing bar is separately mounted to make piping lane hypomere component in corresponding template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711288145.6A CN108286264A (en) | 2017-12-07 | 2017-12-07 | A kind of assembled underground pipe gallery hypomere reinforcing bar and production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711288145.6A CN108286264A (en) | 2017-12-07 | 2017-12-07 | A kind of assembled underground pipe gallery hypomere reinforcing bar and production method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108286264A true CN108286264A (en) | 2018-07-17 |
Family
ID=62831778
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711288145.6A Withdrawn CN108286264A (en) | 2017-12-07 | 2017-12-07 | A kind of assembled underground pipe gallery hypomere reinforcing bar and production method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108286264A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482542A (en) * | 2020-11-26 | 2021-03-12 | 湖北沛函建设有限公司 | Assembled drainage ditch and construction method thereof |
-
2017
- 2017-12-07 CN CN201711288145.6A patent/CN108286264A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112482542A (en) * | 2020-11-26 | 2021-03-12 | 湖北沛函建设有限公司 | Assembled drainage ditch and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895092B (en) | The method that a kind of interim lattice column of inner support is used as permanent structure post | |
| CN105155724B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN106437142A (en) | Construction method and double-layer formwork structure for cast-in-situ slope roof | |
| CN105951848A (en) | Non-intermittent composite transfer structure for super-deep foundation pit support and construction method | |
| CN207582764U (en) | A kind of close spelling laminated floor slab connecting joint structure of end fluting | |
| CN105113660B (en) | A kind of construction method for the constructional column constructed simultaneously with frame structure filling wall | |
| CN105926771B (en) | A kind of the interior joint connection structure and its construction method of prefabricated integral frame column beam | |
| CN107642179A (en) | Assembled frame-shear structure steel plate keyway attachment structure and assembling method | |
| CN107806114A (en) | Basement roof closes late poured band structure and construction method in advance | |
| CN103806659B (en) | Super thick prestressing force change-over panel individual layer comprehensively supports and splits temperature control construction technology with control | |
| CN204876199U (en) | Restraint overlap joint structure is concentrated to precast shear wall vertical reinforcement | |
| CN101761187B (en) | Construction separating device for concrete of vertical structure in same wall body with different labels as well as pouring and tamping method thereof | |
| CN207904961U (en) | A kind of assembled underground pipe gallery hypomere reinforcing bar | |
| CN106351129A (en) | Construction method for long-span continuous beam neighboring existing lines | |
| CN204080643U (en) | The prefabricated constructing structure of a kind of Wavelike steel webplate prestressed concrete i beam | |
| CN108286264A (en) | A kind of assembled underground pipe gallery hypomere reinforcing bar and production method | |
| CN211421135U (en) | Bottom plate steel bar system for main structure of shield well foundation pit | |
| CN206245730U (en) | A kind of cast-in-place pitched roof double template structure | |
| CN102767378B (en) | Method for constructing distyle tunnel portal by framed bent | |
| CN207582763U (en) | Two-way close spelling laminated floor slab connecting joint structure with groove type embedded part | |
| CN110374012A (en) | A kind of prefabricated engineering method of T beam original position Support Method | |
| CN203603525U (en) | Reinforcing structure with clamp plate girder and clamp plate column externally arranged for stone structure | |
| CN207620004U (en) | A kind of assembled underground pipe gallery epimere reinforcing bar | |
| CN103498572B (en) | The construction method of the additional clamping plate beam of stone structure and clamping plate post ruggedized construction | |
| CN110130934A (en) | The construction method of city tunnel bifurcation mouth with box top board structure |
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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180717 |