CN106182359A - The concrete list storehouse horizontal mould of pipe gallery, system and piping lane molding methods - Google Patents

The concrete list storehouse horizontal mould of pipe gallery, system and piping lane molding methods Download PDF

Info

Publication number
CN106182359A
CN106182359A CN201610772181.9A CN201610772181A CN106182359A CN 106182359 A CN106182359 A CN 106182359A CN 201610772181 A CN201610772181 A CN 201610772181A CN 106182359 A CN106182359 A CN 106182359A
Authority
CN
China
Prior art keywords
mould
inner bag
side form
template
end mould
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.)
Granted
Application number
CN201610772181.9A
Other languages
Chinese (zh)
Other versions
CN106182359B (en
Inventor
江中凡
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changsha Chuhong Machinery Co Ltd
Original Assignee
Changsha Chuhong Machinery Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Changsha Chuhong Machinery Co Ltd filed Critical Changsha Chuhong Machinery Co Ltd
Priority to CN201610772181.9A priority Critical patent/CN106182359B/en
Publication of CN106182359A publication Critical patent/CN106182359A/en
Application granted granted Critical
Publication of CN106182359B publication Critical patent/CN106182359B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

The concrete list storehouse horizontal mould of pipe gallery, including mold base (1), side form (2), socket end mould mould (3), female end mould mould (4), die for inner (5), bracing frame (6), wherein: mold base (1) fixes on the ground, side form (2) is arranged on the both sides of mold base (1), socket end mould mould (3) and female end mould mould (4) independently be arranged on two ends before and after mold base (1), socket end mould mould (3) or female end mould mould (4) are fixed on bracing frame (6), die for inner (5) is arranged on bracing frame (6), bracing frame (6) is arranged on ground or mold base (1).A kind of high-quality, on a large scale can concrete pipe gallery horizontal shaping steel die mould, system and the production technology thereof of quick volume production.

Description

The concrete list storehouse horizontal mould of pipe gallery, system and piping lane molding methods
Technical field
The invention belongs to technical field of mold, be specifically related to the horizontal mould in a kind of concrete pipe gallery list storehouse, be The method that system and use mould thereof mold concrete pipe gallery.
Background technology
Urban Underground " pipe gallery " refer to urban road the underground space build an intensive tunnel, by electric power, The multiple municipal pipelines such as communication, water supply and drainage, heating power, combustion gas concentrate on one, carry out " unified planning, unified construction, unified pipe Reason ".
Pipe gallery is Appropriate application Underground Space Resource, solves underground all kinds of pipe network facilities scarce capacity, does things in his own way With belly breaking, repeated construction, promote underground space comprehensive utilization and the effective way of resource-sharing.
Existing pipe gallery many employings in-situ precast, this kind of construction method construction operation time is long, and site operation is chaotic, Making the concrete curing Enhanced time that work operations amount is big, need are longer, after fluting, the long period can not backfill, unfavorable in city Shorten the construction period in road construction, meet the requirement of quick clearance traffic.
The concrete impermeability of field fabrication is not as the concrete made in factory, easy waterproof cloth generation seepage, impact The use function of pipeline.As works local environment has corrosive medium, medium invades structure by crack, draws reinforcing bar Corrosion, affects structures bearing capacity and durability, shortens the service life of underground piping.
Use prefabricated assembled pipe gallery construction can avoid due to lay and keep in repair underground utilities frequently excavate road and Traffic and resident trip are impacted and disturb, it is ensured that road is complete and attractive in appearance.
Reduce expense and the maintenance cost of utilities pipeline that road surface is repeatedly overhauled, maintain the integrity on road surface and all kinds of pipe The durability of line, easily facilitates the laying of various pipeline, increases and decreases, keeps in repair and daily management.
Owing to pipe gallery agent structure completes in factory, reliable in quality, safety is guaranteed.Directly transport to after completing execute Work is on-the-spot, so assembled in situ speed is fast, before piping lane is installed, after can banket and resume traffic, thus city system can be implemented Row rapid construction engineering method.
Concrete pipe gallery forming method can be divided into wet method and dry method two kinds.Wet method is also divided into horizontal moulding process with Vertical forming work, wet process technique mounting or dismounting mould is the key factor affecting the production cycle, thus each production unit is all in pole Power improves punching block design, reduces dress striking time, improves effect.
The horizontal interior axially bored line referring to pipe gallery during concrete formation and ground in the horizontal shaping steel die of concrete wet method Parallel production method.This kind of wet method Horizontal vibration technique produces concrete pipe gallery, mainly for the production of small-size concrete piping lane, Model easy accessibility, presentation quality is good, goods avoid overturning operation.
Summary of the invention
It is an object of the invention to provide a kind of high-quality, on a large scale can the horizontal molding of concrete pipe gallery of quick volume production Punching block mould, system and the moulding technology of concrete pipe gallery.Particularly a kind of concrete horizontal molding of pipe gallery wet method Punching block mould and the molding methods of concrete pipe gallery.
The key point that concrete pipe gallery (box culvert) produces is mainly 2 points: guarantees quality and improves effect.Concrete Box culvert construct is installed, and the docking of two joint culvert pipe, center and angle have the feature of uniqueness in theory, it may be assumed that the most fully aligned Could abutting joint.Thus manufacture concrete pipe gallery (box culvert) and the quality of interface need to be paid special attention to, it is ensured that the shape of interface And size all can reach required precision, it is ensured that the sealing of piping lane.Punching block Design of Dies make its mounting or dismounting convenient, improve produce Efficiency.
The first embodiment provided according to the present invention: a kind of concrete list storehouse horizontal shaping mould of pipe gallery is provided Tool:
The concrete list storehouse horizontal mould of pipe gallery, including mold base, side form, (that is, the opposite side at mould sets The two pieces of side forms put), socket end mould mould, female end mould mould, die for inner, bracing frame.Wherein: mold base is fixed on ground On face.Side form is arranged on the both sides of mold base.Socket end mould mould and female end mould mould independently be arranged on mould Two ends before and after base.Socket end mould mould or female end mould mould are fixed on bracing frame.Die for inner is arranged on bracing frame On.Bracing frame is arranged on ground or mold base.
In the present invention, described side form includes one piece of fixing side form and one piece of movable side form.Fixing side form and mold base Fixing connection.Movable side form is connected by radial type with mold base.
In the present invention, described side form is two pieces of movable side forms, and these two pieces of side forms are separately positioned on the opposite side (example of mould Such as left and right side).Movable side form is connected by radial type with mold base.
In the present invention, movable side form is connected by radial type with mold base particularly as follows: movable side form has corner Device, angle station is connected with movable side form and mold base respectively, and the side of mold base is provided with gripper shoe, and in activity Being connected to side form retractor device on side form, wherein one end of this side form retractor device is connected with movable side form, side form retractor device The other end be connected with gripper shoe or ground.
As preferably: side form retractor device is screw mandrel or oil cylinder, more preferably side form retractor device is Bidirectional-screw.
In the present invention, described socket end mould mould includes that socket end die face plate, socket end mould end plate and socket end mould add Strong muscle.Socket end mould reinforcement is fixed on the back of socket end die face plate.Socket end die face plate be formed around socket end mould end Plate.
In the present invention, socket end mould mould uses socket end mould radial type to rotate mold-opening structure and fixing side form or mould Base connects.
In the present invention, socket end mould mould uses socket end mould parallel movable doorframe mold-opening structure.Socket end mould mould The outside of tool is provided with socket end mould track.Socket end mould track is connected with bracing frame.
As preferably, socket end die face plate is provided with socket end mould seal groove and socket end mould water stopping trough.
As preferably, socket end mould radial type rotates on mold-opening structure or socket end mould parallel movable doorframe mold-opening structure It is provided with socket end mould spring assembly.
In the present invention, described female end mould mould includes that female end die face plate, female end mould end plate and female end mould add Strong muscle.Female end mould reinforcement is fixed on the back of female end die face plate.Female end die face plate be formed around female end mould end Plate.
In the present invention, female end mould mould uses female end mould radial type to rotate mold-opening structure and fixing side form or mould Base connects.
In the present invention, female end mould mould uses female end mould parallel movable doorframe mold-opening structure.Female end mould mould The outside of tool is provided with female end mould track.Female end mould track is connected with bracing frame.
As preferably, female end die face plate is provided with female end mould seal groove and female end mould water stopping trough.
As preferably, female end mould radial type rotates on mold-opening structure or female end mould parallel movable doorframe mold-opening structure It is provided with female end mould spring assembly.
In the present invention, described die for inner includes template on the right side of template on the left of inner bag, inner bag, inner bag upper left wing plate, interior Gallbladder upper right wing plate, inner bag lower-left wing plate, inner bag bottom right wing plate, inner bag top template, inner bag end template.Inner bag top template is arranged on and props up On support.Inner bag upper left wing plate is arranged on the left side of inner bag top template.Inner bag upper right wing plate is arranged on the right side of inner bag top template. On the left of inner bag, template is connected with inner bag upper left wing plate.On the right side of inner bag, template is connected with inner bag upper right wing plate.Inner bag lower-left wing plate with On the left of inner bag, template connects.Inner bag bottom right wing plate is connected with template on the right side of inner bag.Inner bag end template is placed on inner bag lower-left wing plate With on the wing plate of inner bag bottom right.
Preferably, inner bag upper left wing plate, inner bag upper right wing plate, inner bag lower-left wing plate, inner bag bottom right wing plate are additionally provided with Anchorage process mould.
As preferably, inner bag upper left wing plate, inner bag upper right wing plate, inner bag lower-left wing plate, inner bag bottom right wing plate are provided with out Hole, anchorage process mould is arranged in perforate.Anchorage process mould and inner bag upper left wing plate, inner bag upper right wing plate, inner bag lower-left Wing plate, inner bag bottom right wing plate connect.The shape of anchorage process mould is had no requirement by the present invention.Anchorage process mould is permissible It is the shapes such as cuboid, rectangular trapezoidal, cylindrical, half cylindrical or the triangle bodily form.The setting of anchorage process mould, When making to have on the pipe gallery component poured anchorage fixed position, two pieces or more than one piece pipe gallery to connect placement, pass through steel Rope or other connecting elements connect adjacent two pieces pipe gallery, fix so that adjacent two pieces at horse anchorage fixed position Pipe gallery is fixed together, it is to avoid the displacement of pipe gallery or dislocation.
As preferably, on each block of inner bag upper left wing plate, inner bag upper right wing plate, inner bag lower-left wing plate, inner bag bottom right wing plate It is equipped with perforate.Perforate can be that rectangle, square, circle etc. are variously-shaped.The present invention is the most any to the shape of perforate Requirement.Anchorage process mould is arranged in perforate.Preferably perforate is positioned at the point midway of inside lock wing plate.
Preferably, anchorage process mould is connected with inside lock wing plate by bolt.
In the present invention, on the left of inner bag, on the right side of template and inner bag, the centre of template is provided with inner bag side form retractor device.Inner bag One end of side form retractor device connects template on the left of inner bag, and the other end of inner bag side form retractor device connects template on the right side of inner bag.
As preferably, inner bag side form retractor device is screw mandrel or oil cylinder, and more preferably inner bag side form retractor device is double To screw mandrel.
As preferably, inner bag upper left wing plate is connected with the left side of inner bag top template by radial type.Inner bag upper right wing plate leads to Cross radial type to be connected with the right side of inner bag top template.
As preferably, inner bag lower-left wing plate is connected with template on the left of inner bag by radial type.Inner bag bottom right wing plate is by hinge The formula that connects is connected with template on the right side of inner bag.
As preferably, on the left of inner bag lower-left wing plate and inner bag, between template, it is provided with inner bag lower-left wing retractor device.
As preferably, inner bag lower-left wing retractor device is screw mandrel or oil cylinder, and more preferably inner bag lower-left wing retractor device is double To screw mandrel.
As preferably, on the right side of inner bag bottom right wing plate and inner bag, between template, it is provided with inner bag bottom right wing retractor device.
As preferably, preferably inner bag bottom right wing retractor device is screw mandrel or oil cylinder, more preferably inner bag bottom right wing retractor device For Bidirectional-screw.
In the present invention, support frame as described above is arranged on the rear end being positioned at mold base on mould axis.Before bracing frame End is provided with screw rod arrangement for adjusting height.Die for inner is arranged on the screw rod arrangement for adjusting height of bracing frame.The rear end of bracing frame It is provided with roller.Roller is connected with the socket end mould track of socket end mould mould or the female end mould track of female end mould mould.
As preferably, described mould also includes vibrator.Vibrator is arranged in side form and/or die for inner.
As preferably, vibrator is form vibrator.
As preferably, described mould also includes damping device.Damping device is arranged between mold base and ground.
As preferably, damping device is rubber shock-absorbing device.
As preferably, described mould also includes sound arrester.Sound arrester parcel vibrator and/or whole mould.
As preferably, sound arrester is blimp.
As preferably, mold base, two pieces of side forms, socket end mould mould, female end mould mould, die for inner are by panel Form with rectangle steel frame welding.Panel back is provided with vertical and horizontal rectangle steel.Bracing frame uses rectangle steel frame welding to become I shape.
As preferably, contact with each other between mold base, side form, socket end mould mould, female end mould mould, die for inner Contact surface is provided with seal groove, and installs rubber weather strip in seal groove.
As preferably, side form, socket end mould mould, female end mould mould are respectively with the junction of mold base independently Be provided with locking device.
As preferably, socket end mould mould, female end mould mould, die for inner are respectively with the junction of side form independently Be provided with locking device and positioning and locking device.
As preferably, side form is provided with guardrail and cat ladder.
The second embodiment provided according to the present invention, it is provided that a kind of concrete list storehouse pipe gallery horizontal molding system System:
A kind of concrete list storehouse horizontal formation system of pipe gallery, including the mould in the first embodiment, also includes Curing cover.
As preferably, curing cover is brace type canvas steam type curing cover.Curing cover parcel mould forms confined space, Space is passed through steam.
In this application, in general, various structural members or parts use steel or alloy manufacture.
According to the present invention provide the third embodiment, it is provided that a kind of method molding concrete list storehouse pipe gallery or The above concrete list storehouse horizontal mould of pipe gallery is used to mold the side of (processing) concrete list storehouse pipe gallery Method, the method comprises the following steps:
1) mould assembles: cleaning mould, brushing interleaving agent, lays framework of steel reinforcement, closes up side form, closes up female end mould, Close up socket end mould, close up die for inner, place inner bag end template, locking locking device and positioning and locking device;
2) feeding jolt ramming: concreting is vibrated;Concrete formation is wiped one's face;
3) steam curing;
4) demoulding: pretend anti-order stripping according to set of molds.
As preferably, the method also includes:
5) piping lane secondary maintenance:
6) brushing protective agent;
7) rubber fastening band is pasted.
In the present invention, mold base (hereinafter referred to as " base ") is arranged on level ground employing foundation bolt and ground Connect, it is also possible to be directly embedded in subsurface by steelframe structure.Mold base is whole punching block " pedestal ", almost carries institute Some load, overall structure form is designed as box-shaped.Considering the transmission of vibration force, chassis interior is designed as frame structure, by face Plate and chan frame are welded.Welding process uses attachment weld and intermittent weld can ensure that base has enough intensity Panel welding deformation can be effectively prevented again with rigidity.On the premise of ensureing that base has sufficient intensity and rigidity, need to suitably subtract Light base weight, therefore, base panel etc. selects relatively thin steel, arranges reinforcement in the junction of remaining side plate, end plate Muscle is to ensure the rigidity of punching block.In the present invention, the direction of interior empty axis of mixed earth pipe gallery is set as positive direction, mould Base is placed along the direction of the interior empty axis of mixed earth pipe gallery, two ends, position before and after mold base, the two of mold base Side is side.
In the present invention, side form is frame structure, is seated on base, leans on mutually with end plate, the main side pressure carrying concrete , easily there are the problems such as buckling deformation in power.Die side formwork rigidity and requirement of strength are high, use side form panel to weld with rectangle steel framework Connect and form.Side form panel back is provided with vertical and horizontal rectangle steel, to strengthen side template rigidity.
Side form is arranged on mold base both sides, and in the present invention, the side form of mould includes two pieces.May is that side is fixing side Template, side is active side template;Fixed bolster plate uses direct the fixing with base of welding manner to be connected, and active side template is opened Form is radial type, and the distance between hinge foot is through accurately calculating, it is ensured that the side form when integral rigidity of side template and unlatching The stationarity of plate.Can also be: both sides are active side template;It is radial type that active side template opens form, between hinge foot Distance through accurately calculating, it is ensured that the integral rigidity of side template and the stationarity of side template when opening.
Movable side form is connected by radial type with mold base particularly as follows: be provided with angle station below active side template, turns Angle apparatus is connected with movable side form and mold base respectively, and the side of mold base is provided with gripper shoe, the one of side form retractor device Holding and be connected with movable side form, the other end of side form retractor device is connected with gripper shoe or ground.As preferably: side form retractor device It is Bidirectional-screw for leading screw or oil cylinder, more preferably side form retractor device.By Bidirectional-screw be rotationally connected collapsible form with Angle station completes die sinking and the mold closing action of side template.The unlatching form of active side template changes conventional side template and only opens The form that can translate, is changed to corner hinges formula, and this mode will be arranged on the Bidirectional-screw of mold bottom in the past and rotate Driving means moves to side, substantially increases the efficiency that side form is opened, closed, and reduces human users's difficulty and is more favorable for rule Modelling quickly produces.
As preferably, fixed bolster plate and/or active side template upper end are provided with guardrail and cat ladder, facilitate operator to climb Climbing to mould upper end casting concrete and other operations, the production safety for its personnel provides protection.
As preferably, active side template opens seal groove on the contact surface of other moulds, and installs rubber weather strip, in case Leak-stopping is starched.
As preferably, active side template is provided with locking device with the junction of base.
In the present invention, socket end mould Design of Dies is that hinged door box form is mainly by socket end die face plate, reinforcement, end Plate and hinge etc. form.Socket end die face plate use bending plate assembly welding be spliced, socket end die face plate be provided with seal groove and Water stopping trough, the design in socket end die face template face meets the geometry requirement of pipe gallery socket end, and groove and water stopping trough are adopted Use digital controlled planer machine machine-shaping.Surface Machining roughness controls at Ra3.2, to guarantee any surface finish of pouring synthetic piping lane Degree and flatness, without adhesion phenomenon when making the demoulding.
Socket end mould mould uses socket end die face plate, end plate to form with reinforcement frame welding.Socket end die face backboard Portion is provided with vertical and horizontal gusset, and it is formed around end plate to strengthen side template rigidity.Socket end mould mould is in punching block center Being provided with rectangular opening, the opening size of its rectangular opening is consistent with the interior empty size of pipe gallery concrete component, meets die for inner Size design.General, a length of 1-10m of opening, preferably 2-8m, more preferably 3-6m, more preferably 3.5-5m; A height of 0.5-6m, preferably 1-5m, more preferably 2-4m, more preferably 2.5-3.5m.A width of 0.5-6m, preferably 1- 5m, more preferably 1.5-4m, more preferably 2-3m.In the present invention, with pipe gallery horizontal positioned, (i.e. pipe gallery makes The state of used time), say, that mould openings is horizontally oriented, and faces the direction of opening, and length is a left side in the horizontal direction Right direction, height is vertical direction (i.e. above-below direction), and a width of horizontal direction is perpendicular to the direction of length.
In the present invention, socket end mould mould can use socket end mould radial type rotate mold-opening structure and fixing side form or Mold base connects.Socket end mould mould can also use socket end mould parallel movable doorframe mold-opening structure;Socket end mould mould The outside of tool is provided with socket end mould track;Socket end mould track is connected with bracing frame.
As preferably, socket end mould radial type rotates on mold-opening structure or socket end mould parallel movable doorframe mold-opening structure It is provided with socket end mould spring assembly.During die sinking, its spring force can help that operator are light to open and reduce labor intensity;Mold closing Time can by spring auxiliary force produce damping and cushion effect make front end punch close gently, it is ensured that safety.
As preferably, socket end mould mould opens seal groove on the contact surface of other moulds, and installs rubber weather strip, with Mortar leakage prevention.
As preferably, the junction of socket end mould mould and base is provided with locking device, front end punch and fixed bolster plate, The junction of active side template is provided with locking device, and it is provided with positioning and locking device at four end points up and down.
In the present invention, female end mould mould is made up of die panel, reinforcement, end plate etc..Die panel uses bending Plate assembly welding is spliced, and die panel is provided with seal groove and water stopping trough, after the design of die panel profile meets pipe gallery The geometry requirement of end face, groove and water stopping trough use digital controlled planer machine machine-shaping.Surface Machining roughness controls Ra3.2, to guarantee surface smoothness and the flatness of pouring synthetic piping lane, without adhesion phenomenon when making the demoulding.
Female end mould mould uses female end die face plate, end plate to form with reinforcement frame welding.Female end die face backboard Portion is provided with vertical and horizontal gusset, and it is formed around end plate to strengthen side template rigidity.Female end mould mould is in punching block center Being provided with rectangular opening, the opening size of its rectangular opening is consistent with the interior empty size of pipe gallery concrete component, meets die for inner Size design.General, a length of 1-10m of opening, preferably 2-8m, more preferably 3-6m, more preferably 3.5-5m; A height of 0.5-6m, preferably 1-5m, more preferably 2-4m, more preferably 2.5-3.5m.A width of 0.5-6m, preferably 1- 5m, more preferably 1.5-4m, more preferably 2-3m.In the present invention, with pipe gallery horizontal positioned, (i.e. pipe gallery makes The state of used time), say, that mould openings is horizontally oriented, and faces the direction of opening, and length is a left side in the horizontal direction Right direction, height is vertical direction (i.e. above-below direction), and a width of horizontal direction is perpendicular to the direction of length.
In the present invention, female end mould mould can use female end mould radial type rotate mold-opening structure and fixing side form or Mold base connects.Female end mould mould can also use parallel movable doorframe mold-opening structure, and rear end female end mould sets rolling Wheel and track are connected with the bracing frame being arranged on rear end, bottom surface, the track on female end mould and the roller phase interworking on bracing frame Close and form guiding movement.This design makes female end mould can move forward and backward the purpose reaching the conjunction of female end mould open and close along bracing frame.
As preferably, female end mould radial type rotates on mold-opening structure or female end mould parallel movable doorframe mold-opening structure It is provided with female end mould spring assembly.
As preferably, female end mould opens seal groove on the contact surface of base, and installs rubber weather strip, in case leak-stopping Slurry.
As preferably, female end mould is provided with locking device, female end mould and fixed bolster plate, activity with the junction of base The junction of side template is provided with locking device, and it is provided with positioning and locking device at four end points up and down.
In the present invention, die for inner primarily serves the purpose of the inner chamber size forming pipe gallery, uses inner bag side form to stretch The version that device (preferably screw mandrel or oil cylinder, more preferably Bidirectional-screw) both sides placed in the middle are shunk simultaneously or supportted outward, by interior Template on the right side of template, inner bag on the left of gallbladder, inner bag upper left wing plate, inner bag upper right wing plate, inner bag lower-left wing plate, inner bag bottom right wing plate, Inner bag top template, inner bag end template and anchorage process mould composition.
Die for inner is arranged on bracing frame, and supporting framing front end is provided with 2-20 root screw thread screw mandrel (preferably 3-upwards 50, more preferably 4-10 root, such as 6,8) it is connected with die for inner, in can being adjusted by the rotation of screw mandrel with nut The level of the upper and lower, left and right of gallbladder mould plays adjustment concrete inner chamber spacing and the effect of level.
Die for inner uses panel, end plate to form with reinforcement frame welding.Panel back is provided with vertical and horizontal gusset, It is formed around end plate to strengthen die for inner rigidity.
Inner bag left and right side template occupy the die for inner left and right sides use inner bag side form retractor device (preferably screw mandrel or Oil cylinder, more preferably Bidirectional-screw) both sides shrink simultaneously or support outward tight pattern formation pipe gallery intracavity sidewall.
Inner bag top template occupy die for inner top and uses articulated form by inner bag upper left wing plate and inner bag upper right wing plate Being connected with inner bag left and right side template, when inner bag left and right side template two-way simultaneous shrinks or supports outward, inner bag top template is left with inner bag Upper flange and inner bag upper right wing plate shrink the most therewith or support outward, form pipe gallery inner chamber upper end drift angle sidewall and inner chamber roof.
It is provided with anchorage process mould in the forming surface of inner bag upper left wing plate and inner bag upper right wing plate, can be in concrete casting Forming process pours out the tensioning of anchorage, cutting technique position.
Inner bag lower-left wing plate is connected with template on the left of inner bag by radial type.On the left of inner bag lower-left wing plate and inner bag between template It is provided with inner bag lower-left wing retractor device (preferably screw mandrel or oil cylinder, more preferably inner bag lower-left wing retractor device are Bidirectional-screw), Inner bag lower-left wing plate passes through inner bag lower-left wing retractor device (preferably screw mandrel or oil cylinder, more preferably inner bag lower-left wing retractor device For Bidirectional-screw) shrink or support mentioning and putting down of drive inner bag lower wing plate outward.
Inner bag bottom right wing plate is connected with template on the right side of inner bag by radial type.On the right side of inner bag bottom right wing plate and inner bag between template It is provided with inner bag bottom right wing retractor device (preferably screw mandrel or oil cylinder, more preferably inner bag lower-left wing retractor device are Bidirectional-screw), Inner bag bottom right wing plate passes through inner bag bottom right wing retractor device (preferably screw mandrel or oil cylinder, more preferably inner bag bottom right wing retractor device For Bidirectional-screw) shrink or support mentioning and putting down of drive inner bag lower wing plate outward.
Inner bag end template be independent one piece of template after interior cavity mould is all installed and is put in place, use fork truck or other instruments to carry Act the assembling mode sent into and complete the installation of inner bag end template.
As preferably, die for inner opens seal groove on the contact surface of other moulds, and installs rubber weather strip, to prevent Spillage.
As preferably, die for inner and fixed bolster plate, the junction of active side template are provided with locking device.
The concrete pipe gallery inner chamber of one is formed after die for inner Guan Bi;A complete chamber is formed with other moulds Shaped steel mould, in addition to top pours face, other faces steel mold the most has positioned the closed action of mould.
In the present invention, bracing frame uses rectangle steel frame welding to form, and is arranged on mould axis and is positioned at the bottom of mould Base rear end.Its Main Function is to support die for inner and female end mould mould.
Being connected with mold base bottom bracing frame, centrage overlaps with mould integral central line, is designed as Its front end of I shape be provided with 2-20 root screw rod arrangement for adjusting height (preferably 3-50 root, more preferably 4-10 root, such as 6,8 Root), it act as supporting die for inner and regulating its level height, it is ensured that die for inner is constantly on mold center's line.In Gallbladder mould is arranged on the screw rod arrangement for adjusting height of bracing frame.As preferably, screw rod arrangement for adjusting height be screw thread upwards Screw mandrel.
Bracing frame rear end is provided with roller, with the track phase on the track being arranged on socket end mould or female end mould mould Connecting, the track on socket end mould or the track on female end mould complement each other to form guiding with the roller on bracing frame and move Dynamic, this design makes socket end mould mould or female end mould mould can close along the movable female end mould open and close that reaches of bracing frame Purpose.
In the present invention, concrete pipe gallery needs vibrator in manufacturing process, and the aggregate of shaking concrete makes to mix Solidifying soil reaches effect closely knit, that uniformly, do not isolate.The vibrator of this pipe gallery steel mold preferentially selects form vibrator, Consider the making of concrete pipe gallery, vibrating effect and pass through to calculate, side form mould arranges 1-20 adhesion type vibration Device (preferably 2-10, more preferably 3-8), multiple form vibrators are interlaced, are arranged on the side in side form mould On die face plate, use continuous weld between vibrator and side form panel, to ensure that vibrator firmly installs, vibration force is tied by steel Structure carries out the purpose transmitted.1-10 vibrator can also be set below mold base.Can also arrange in die for inner 1-10 vibrator.Produce the vibrating time used by pipe gallery, as a example by standard tube coupling, often produce 1 piece of tube coupling, vibrating time Being only former plug-in type vibrating rod vibrating time and obtain 1/3, the production time is greatly improved.
In the present invention, owing to mold base directly contacts with ground, when therefore vibrating, produced vibration is vertical can be to steel Mould produces impact and damage, therefore devises damping device on base.Damping device is arranged between mold base and ground, Make between base and ground as damping device.Damping device is rubber shock-absorbing device.Damping device sets altogether with the contact point on ground At 1-20 (at preferably 2-15, at more preferably 4-10), it is the application point in punching block work.Rubber shock-absorbing device is selected many The form that layer rubber vibration insulating pad separates with steel plate.
In the present invention, generally there is the problem that noise is bigger in adhesion type vibration punching block.Therefore sound arrester it is provided with.Every Mixer is blimp.Can arrange twice blimp, be arranged on together outside vibrator, another road is arranged on outside whole punching block, While sound insulation, take into account again the convenient use of punching block.Sound insulation case is mainly made up of shaped steel and sound insulation colored steel.
In the present invention, need to carry out maintenance work after concreting molding and accelerate the solidification of concrete, concrete curing Period, emphasis is needed to add humidity and the temperature control of reinforced concrete.Reduce the open-assembly time of surface concrete in time to coagulation as far as possible Soil exposure carries out accurate covering (tarpaulin, Polypropylence Sheet etc. can be used to cover) and prevents surface moisture from evaporating.Use for this and steam Vapour formula maintenance, uses curing cover.Curing cover is brace type canvas steam type curing cover, and curing cover parcel mould forms confined air Between, it is passed through steam in space.This mode can be prevented effectively from covering and directly contact concrete surface, until concrete final set Till.
In the present invention, the overall process of concrete pipe gallery production technology is broadly divided into the assembling of (1) mould, (2) feeding Jolt ramming, (3) steam curing, (4) handling demoulding, (5) storage stacking, (6) inspection are dispatched from the factory these six stages.
(1) mould assembles: cleaning mould → brushing interleaving agent → lay framework of steel reinforcement → side form mold clamp → female end Mold clamp → socket end mold clamp → die for inner closes up → and inner bag end template closes up → seat mould mold clamp → locking.
Cleaning female end mould: check the rubber seal of cleaning female end mould, removes cement mortar above, for That damages should change immediately.
Brushing interleaving agent: interleaving agent can be selected for oils and fats, emulsified fat, Colophonium soaps etc., its basic demand be the most bonding and Polluting mould, moulding property is good, and easily brushing is good with punching block tack, and interleaving agent brushes thickness unanimously, prevents holiday, lacks brush phenomenon.
Lay framework of steel reinforcement: framework of steel reinforcement uses welded framework, bar diameter, skeleton diameter, in length and breadth quantity, length, ring Muscle quantity, spacing etc. all configure in strict accordance with drawing, and weld in advance, check complete being directly seated on female end mould.
Side form mold clamp: side form mould manipulates hinged rotation by expansion link and closes up, and lock put in place.
Female end mold clamp: female end mould can move forward and backward locating template along bracing frame, completes Template Location.Afterwards Use the clamping of screw locking device location.
Socket end mold clamp: socket end mould, along axis of rotation, rotates locating template, completes Template Location.Adopt afterwards With the clamping of screw locking device location.
Die for inner is closed up: after using the interior mould symmetry top template of bi-directional expansion screw mandrel manipulation, rotates and positions other corner moulds Plate, completes fixed internal formwork, uses the clamping of screw locking device location afterwards.
Inner bag end template closes up: inner bag end template be independent one piece of template after interior cavity mould is all installed and is put in place, use Fork truck is mentioned the assembling mode of feeding and is completed the installation of inner bag end template, uses the clamping of screw locking device location afterwards.
Seat mould mold clamp: seat mould mold clamp, by the order matched moulds of interior mould mould after first side, end mould mould, is examined after matched moulds Whether the linear mark looking into mould corner aligns;It is stuck in appointment position in the middle part of mould with special measuring tool, checks in the middle part of Measurement die The width of mould is the most accurate.Forbid to leave gap, otherwise should be checked adjustment.
Locking: use screw locking device, the bell and spigot end that in positioning and locking, mould is formed with side, end mould, complete mould Integral installation enters the feeding jolt ramming stage.
(2) feeding jolt ramming: concreting vibrates → and concrete formation wipes one's face
Concreting is vibrated: entering the feeding jolt ramming stage after mould installation, rate of feeding can pass through surge bunker Door regulates feed quantity.It is contemplated that the stablizing of the support system of template, concreting to be layered and to carry out, and every layer thickness is 400-500mm, should be carried out continuously when carrying out concreting.
Within 0.5-1 minute, start to vibrate the stage after feeding material, before feeding terminates 2-3 minute, less feed quantity should be kept. Forming process is the vibration of feeding limit, limit, only with vibration force one active force.Due to the directionless powerful of vibration force, be conducive to mixed Solidifying soil flows freely and fills mutually space, so compact structure, concrete strength is high.
Concrete formation is wiped one's face: pour rear concrete surface cement mortar thicker, after pouring, tentatively presses absolute altitude and use before initial set Long floating rule divides 3-5 receipts water floating, then makes its dense surface several times, by ferrum washboard pressure before final set with wood washboard rubbing and pressure repeatedly Light.
(3) steam curing (acceleration maintenance)
Mould feeding jolt ramming enters steam curing (acceleration maintenance) stage, type concrete steam maintenance (acceleration maintenance) after completing It is that the hydration reaction accelerating cement reaches purpose fast, hard, early.
For concrete prefabricated element factory and products factory, accelerate maintenance more acquire a special sense.At whole concrete In article manufacturing process, the time shared by maintenance operation is the longest, accounts for 80%-90%, shortens the production cycle and can improve work life Productivity and minimizing are founded the factory investment, additionally use and accelerate maintaining process to shortening curing time, accelerate punching block turnover, have the biggest Economic implications.
Type concrete steam maintenance (acceleration maintenance) period, emphasis is needed to add humidity and the temperature control of reinforced concrete.Subtract as far as possible The open-assembly time of few surface concrete carries out accurate covering in time and (tarpaulin, Polypropylence Sheet etc. can be used to carry out concrete exposure Cover) prevent surface moisture from evaporating.Use steam type maintenance for this, use brace type canvas to cover.This mode can effectively be kept away Exempt from covering and directly contact concrete surface, till concrete final set.
(4) demoulding handling: mould die sinking is lifted by crane
Mould die sinking is lifted by crane: after component entirety is fixed-type, backs out interior, end, side mold.Crane uses specialty suspender to combine Closing piping lane component to hang out slowly together, speed is unsuitable too fast or pauses.Pipe gallery component is slowly hoisted to memory area.
(5) storage is stacked: piping lane horizontal transport → storage place piles up → piping lane secondary maintenance → brushing protective agent
Piping lane horizontal transport: use gantry crane horizontal transport, be careful not in transportation allow bell and spigot contact Ground.
Storage place is piled up: should put by specification, credit rating are the most mobile the piping lane being threaded to level to regulation region Put on sleeper, it is to avoid colliding surface, stack neat.
Piping lane secondary maintenance: after piping lane is stacked neatly, increases to make piping lane concrete continue, reduces thermal cracking, go out Piping lane after mould should carry out secondary maintenance.Use non-winter manually water, the mode such as automatic spray or water maintenance is carried out, typically Maintenance about 7d should be continued, can be with maintenance 14d when having ready conditions.Spraying sealing compound method maintenance can be used during winter construction.
Brushing protective agent: select organosilicon vapor-permeable type transparent protecting paint, concrete surface is brushed.Should during brushing Construction tool is invaded full protective agent, the wettest twice of wet coating brush, i.e. secondary brushing should be by previous brushing surface is the most dry, protect Protect agent and brush thickness unanimously, prevent holiday, lack brush phenomenon.Protective agent infiltrates into inside concrete completely and effectively prevents moisture from entering And prevent the accumulation of salt in the surface soil from occurring, the hydrophobic protective layer of layer of transparent shape is formed on its surface.
(6) inspection is dispatched from the factory: pastes rubber fastening band → exfactory inspection → transport and dispatches from the factory
Paste rubber fastening band: rubber water-proof bar is to ensure that the important measures that piping lane is waterproof, answer when pasting rubber water-proof bar Glue is uniformly brushed after being cleaned out by piping lane groove the most static a period of time with in groove installed by rubber water-proof bar again In groove and with rubber hammer, rubber fastening band struck real compression.
Exfactory inspection: product inspection is qualified is the essential condition dispatched from the factory, inspection content include presentation quality, overall dimensions, Structural strength and anti-permeability performance, assembled performance etc..
Transport is dispatched from the factory: detects qualified rear piping lane and can transport and dispatch from the factory, piping lane transport specialised vehicles to be had, special chock, fortune Defeated process wants smooth-ride.
In the present invention, track, screw mandrel, oil cylinder, Bidirectional-screw, radial type rotate mold-opening structure, parallel movable doorframe Mold-opening structure, seal groove, water stopping trough, spring assembly, roller, vibrator, damping card device, sound arrester, locking device, location The devices such as locking device, guardrail, cat ladder, curing cover and equipment are device commonly used in the art and equipment, are people in the art Device known to Yuan and equipment.
In the present invention, be not described and the device, equipment and the operational approach that limit to be those skilled in the art ripe Know.
Compared with prior art, the present invention has a following Advantageous Effects:
1, concrete pipe gallery wet method horizontal shaping steel die mould inner membrance is manipulated by expansion link, outwardly or inwardly makes interior mould Both sides rotate around upper end fulcrum, complete form removal or formwork, and interior mould bracing frame moves, and end mould is around external mold axis of rotation.Punching block Being convenient to mount and dismount, effect is high, uses telescopic screw rod manipulation, i.e. ensure that mould assembled formation precision repeatedly exempt again mould handling, The operation of dismounting, reduces operation easier.
2, the unlatching form of active side template changes conventional side template and opens the form that can only translate, and is changed to turn Angle radial type, the Bidirectional-screw device of rotation driving being in the past arranged on mold bottom is moved to side, significantly carries by this mode High side form unlatching, the efficiency of Guan Bi, reduce human users's difficulty and be more favorable for scale and quickly produce.
3, horizontal shaping steel die mould, parallel to the ground the setting of interior axially bored line of pipe gallery when using concrete formation Meter, goods avoid overturning operation.
4, horizontal shaping steel die die size precision is high, and goods component presentation quality is good.Mold station is fixed, maintenance position Fixing, more efficient utilize space, place can form pipeline system production model.
5, use adhesion type high frequency body vibration, make that concrete mixture vibrate abundant, uniform, degree of compaction is high, spy It is not suitable for the production of piping lane.Frequency, amplitude and the exciting force of vibration can be adjusted easily according to different size of piping lane.
6, punching block is convenient to mount and dismount, and effect is high, uses telescopic screw rod manipulation, and the operation used time is few, designs simple and practical fault rate Low, good forming effect can production and application in a large number.
Accompanying drawing explanation
Fig. 1 is the structural representation of inventive die;
Fig. 2 is the structural representation of inventive die;
Fig. 3 is the structural representation of inventive die;
Fig. 4 is the mold base schematic diagram of inventive die;
Fig. 5 is the mold base top view of inventive die;
Fig. 6 is the fixing side form structural representation of inventive die;
Fig. 7 is the active side mode structure schematic diagram of inventive die;
Fig. 8 is the socket end mould tip plate configurations schematic diagram of inventive die;
Fig. 9 is the socket end mould tip plate configurations schematic diagram of inventive die;
Figure 10 is the female end mould tip plate configurations schematic diagram of inventive die;
Figure 11 is the female end mould tip plate configurations schematic diagram of inventive die;
Figure 12 is the support frame structure schematic diagram of inventive die;
Figure 13 is the die for inner front view of inventive die;
Figure 14 is the die for inner structural representation of inventive die;
Figure 15 is the schematic diagram that inventive die is provided with damping device and sound arrester;
Figure 16 is the schematic diagram that inventive die is provided with curing cover.
Reference: 1: mold base;101: gripper shoe;2: side form;201: fixing side form;202: movable side form;203: Angle station;204: side form retractor device;3: socket end mould mould;301: socket end die face plate;302: socket end mould end plate; 303 socket end mould reinforcements;304: socket end mould radial type rotates mold-opening structure;305: socket end mould parallel movable doorframe is opened Mode structure;306: socket end mould track;307: socket end mould seal groove;308: socket end mould water stopping trough;309: socket end mould bullet Spring device;4: female end mould mould;401: female end die face plate;402: female end mould end plate;403: female end mould reinforcement; 404: female end mould radial type rotates mold-opening structure;405: female end mould parallel movable doorframe mold-opening structure;406: female end Mould track;407: female end mould seal groove;408: female end mould water stopping trough;409: female end mould spring assembly;5: die for inner; 501: template on the left of inner bag;502: template on the right side of inner bag;503: inner bag upper left wing plate;504: inner bag upper right wing plate;505: inner bag Lower-left wing plate;506: inner bag bottom right wing plate;507: inner bag top template;508: inner bag end template;509: inner bag side form retractor device; 510: inner bag lower-left wing retractor device;511: inner bag bottom right wing retractor device;512: anchorage process mould;6: bracing frame;601: Screw rod arrangement for adjusting height;602: roller;7: vibrator;8: damping device;9: sound arrester;10: seal groove;11: locking dress Put;12: positioning and locking device;13: guardrail;14: cat ladder;15: curing cover.
Detailed description of the invention
The first embodiment provided according to the present invention: a kind of concrete list storehouse horizontal shaping mould of pipe gallery is provided Tool:
The concrete list storehouse horizontal mould of pipe gallery, including mold base 1, (i.e. the opposite side at mould sets side form 2 The two pieces of side forms 2 put), socket end mould mould 3, female end mould mould 4, die for inner 5, bracing frame 6.Wherein: mold base 1 is solid Determine on the ground.Side form 2 is arranged on the both sides of mold base 1.Socket end mould mould 3 and female end mould mould 4 are separately It is arranged on two ends before and after mold base 1.Socket end mould mould 3 or female end mould mould 4 are fixed on bracing frame 6.Inner bag mould Tool 5 is arranged on bracing frame 6.Bracing frame 6 is arranged on ground or mold base 1.
In the present invention, described side form 2 includes one piece of fixing side form 201 and one piece of movable side form 202, and these two pieces of side forms divide It is not arranged on the opposite side (such as left and right side) of mould.Fixing side form 201 is fixing with mold base 1 to be connected.Movable side form 202 It is connected by radial type with mold base 1.
In the present invention, described side form 2 is two pieces of movable side forms 202, and these two pieces of side forms are separately positioned on the relative of mould Side (such as left and right side).Movable side form 202 is connected by radial type with mold base 1.
In the present invention, movable side form 202 is connected particularly as follows: movable side form 202 is divided into by radial type with mold base 1 Having angle station 203, angle station 203 is connected with movable side form 202 and mold base 1 respectively, and the side of mold base 1 is provided with Gripper shoe 101, and it is connected to side form retractor device (204), wherein this side form retractor device 204 on movable side form (202) One end be connected with movable side form 202, the other end of side form retractor device 204 is connected with gripper shoe 101 or ground.
As preferably: side form retractor device 204 is screw mandrel or oil cylinder, more preferably side form retractor device 204 is two-way Screw mandrel.
In the present invention, described socket end mould mould 3 includes socket end die face plate 301, socket end mould end plate 302 and socket End mould reinforcement 303.Socket end mould reinforcement 303 is fixed on the back of socket end die face plate 301.Socket end die face plate 301 It is formed around socket end mould end plate 302.
In the present invention, socket end mould mould 3 uses socket end mould radial type to rotate mold-opening structure 304 and fixing side form 204 or mold base 4 connect.
In the present invention, socket end mould mould 3 uses socket end mould parallel movable doorframe mold-opening structure 305.Socket end The outside of mould mould 3 is provided with socket end mould track 306.Socket end mould track 306 is connected with bracing frame 6.
As preferably, socket end die face plate 302 is provided with socket end mould seal groove 307 and socket end mould water stopping trough 308.
As preferably, socket end mould radial type rotates mold-opening structure 304 or socket end mould parallel movable doorframe die sinking knot Structure 305 is provided with socket end mould spring assembly 309.Socket end mould mould is provided with rectangular opening at its center, opening of its rectangular opening Mouth size is consistent with the interior empty size of pipe gallery concrete component, meets the size design of die for inner.General, opening A length of 1-10m, preferably 1.5-9m, preferably 2-8m, more preferably 3-6m, more preferably 3.5-5m;A height of 0.5-6m, excellent Elect 1-5m as, more preferably 2-4m, more preferably 2.5-3.5m.A width of 0.5-6m of opening, preferably 1-5m, more preferably For 1.5-4m, more preferably 2-3m.
In the present invention, described female end mould mould 4 includes female end die face plate 401, female end mould end plate 402 and bellmouth End mould reinforcement 403.Female end mould reinforcement 403 is fixed on the back of female end die face plate 404.Female end die face plate 404 It is formed around female end mould end plate 402.
In the present invention, female end mould mould 4 uses female end mould radial type to rotate mold-opening structure 404 and fixing side form 202 or mold base 4 connect.
In the present invention, female end mould mould 4 uses female end mould parallel movable doorframe mold-opening structure 405.Female end The outside of mould mould 4 is provided with female end mould track 406.Female end mould track 406 is connected with bracing frame 6.
As preferably, female end die face plate 402 is provided with female end mould seal groove 407 and female end mould water stopping trough 408.
As preferably, female end mould radial type rotates mold-opening structure 404 or female end mould parallel movable doorframe die sinking knot Structure 405 is provided with female end mould spring assembly 409.Female end mould mould is provided with rectangular opening in punching block center, its rectangular opening Opening size is consistent with the interior empty size of pipe gallery concrete component, meets the size design of die for inner.General, opening A length of 1-10m, preferably 2-8m, more preferably 3-6m, more preferably 3.5-5m;A height of 0.5-6m, preferably 1-5m, More preferably 2-4m, more preferably 2.5-3.5m.A width of 0.5-6m, preferably 1-5m, more preferably 1.5-4m, further It is preferably 2-3m.
In the present invention, described die for inner 5 includes on the left of inner bag template 502, inner bag upper left on the right side of template 501, inner bag At the bottom of wing plate 503, inner bag upper right wing plate 504, inner bag lower-left wing plate 505, inner bag bottom right wing plate 506, inner bag top template 507, inner bag Template 508.Inner bag top template 507 is arranged on bracing frame 6.Inner bag upper left wing plate 503 is arranged on a left side for inner bag top template 507 Side.Inner bag upper right wing plate 504 is arranged on the right side of inner bag top template 507.Template 501 and inner bag upper left wing plate 503 on the left of inner bag Connect.On the right side of inner bag, template 502 is connected with inner bag upper right wing plate 504.On the left of inner bag lower-left wing plate 505 and inner bag, template 501 is even Connect.Inner bag bottom right wing plate 506 is connected with template on the right side of inner bag 502.Inner bag end template 508 is placed on inner bag lower-left wing plate 505 He On inner bag bottom right wing plate 506.
Preferably, inner bag upper left wing plate 503, inner bag upper right wing plate 504, inner bag lower-left wing plate 505, inner bag bottom right wing plate Anchorage process mould 512 it is additionally provided with on 506.
In the present invention, on the left of inner bag, on the right side of template 501 and inner bag, the centre of template 502 is provided with inner bag side form retractor device 509.One end of inner bag side form retractor device 509 connects template 501 on the left of inner bag, the other end of inner bag side form retractor device 509 Connect template 502 on the right side of inner bag.
As preferably, inner bag side form retractor device 509 is screw mandrel or oil cylinder, more preferably inner bag side form retractor device 509 is Bidirectional-screw.
As preferably, inner bag upper left wing plate 503 is connected with the left side of inner bag top template 507 by radial type.Inner bag upper right Wing plate 504 is connected with the right side of inner bag top template 507 by radial type.
As preferably, inner bag lower-left wing plate 505 is connected with template on the left of inner bag 501 by radial type.Inner bag bottom right wing plate 506 are connected with template on the right side of inner bag 502 by radial type.
As preferably, on the left of inner bag lower-left wing plate 505 and inner bag, between template 501, it is provided with inner bag lower-left wing retractor device 510.
As preferably, inner bag lower-left wing retractor device 510 is screw mandrel or oil cylinder, more preferably inner bag lower-left wing retractor device 510 is Bidirectional-screw.
As preferably, on the right side of inner bag bottom right wing plate 506 and inner bag, between template 502, it is provided with inner bag bottom right wing retractor device 511.
As preferably, preferably inner bag bottom right wing retractor device 511 is screw mandrel or oil cylinder, more preferably the flexible dress of the inner bag bottom right wing Put 511 for Bidirectional-screw.
In the present invention, support frame as described above 6 is arranged on mould axis and is positioned at the rear end of mold base 1.Bracing frame 6 Front end be provided with screw rod arrangement for adjusting height 601.Die for inner 5 is arranged on the screw rod arrangement for adjusting height 601 of bracing frame 6. The rear end of bracing frame 6 is provided with roller 602.The socket end mould track 306 of roller 602 and socket end mould mould 3 or female end mould mould The female end mould track 406 of tool 4 connects.
As preferably, described mould also includes vibrator 7.Vibrator 7 is arranged in side form 2 and/or die for inner 5.
As preferably, vibrator 7 is form vibrator.
As preferably, described mould also includes damping device 8.Damping device 8 is arranged between mold base 1 and ground.
As preferably, damping device 8 is rubber shock-absorbing device.
As preferably, described mould also includes sound arrester 9.Sound arrester 9 wraps up vibrator 7 and/or whole mould.
As preferably, sound arrester 9 is blimp.
As preferably, 1, two pieces of side forms 2 of mold base, socket end mould mould 3, female end mould mould 4, die for inner 5 are equal Formed by panel and rectangle steel frame welding.Panel back is provided with vertical and horizontal rectangle steel.Bracing frame 6 uses rectangle steel framework It is welded into I shape.
As preferably, mutual between mold base 1, side form 2, socket end mould mould 3, female end mould mould 4, die for inner 5 The contact surface of contact is provided with seal groove 10, and installs rubber weather strip in seal groove 10.
As preferably, side form 2, socket end mould mould 3, female end mould mould 4 are respectively with the junction of mold base 1 respectively Independent is provided with locking device 11.
As preferably, socket end mould mould 3, female end mould mould 4, die for inner 5 are respectively with the junction of side form 2 respectively Independent is provided with locking device 11 and positioning and locking device 12.
As preferably, side form 2 is provided with guardrail 13 and cat ladder 14.
The second embodiment provided according to the present invention, it is provided that a kind of concrete list storehouse pipe gallery horizontal molding system System:
A kind of concrete list storehouse horizontal formation system of pipe gallery, including the mould in the first embodiment, also includes Curing cover 15.
As preferably, curing cover 15 is brace type canvas steam type curing cover.Curing cover 15 wraps up mould and forms confined air Between, it is passed through steam in space.
According to the present invention provide the third embodiment, it is provided that a kind of method molding concrete list storehouse pipe gallery or Use above-described a kind of concrete list storehouse horizontal mould of pipe gallery to mold the side of concrete list storehouse pipe gallery Method, the method comprises the following steps:
1) mould assembles: cleaning mould, brushing interleaving agent, lays framework of steel reinforcement, closes up side form 2, closes up female end mould 4, close up socket end mould 3, close up die for inner 5, place inner bag end template 508, locking locking device 11 and positioning and locking dress Put 12;
2) feeding jolt ramming: concreting is vibrated;Concrete formation is wiped one's face;
3) steam curing;
4) demoulding: pretend anti-order stripping according to set of molds.
As preferably, the method also includes:
5) piping lane secondary maintenance:
6) brushing protective agent;
7) rubber fastening band is pasted.
Embodiment 1
The concrete list storehouse horizontal mould of pipe gallery, including mold base 1, side form 2, socket end mould mould 3, bellmouth End mould mould 4, die for inner 5, bracing frame 6.Wherein: mold base 1 fixes on the ground.Side form 2 is arranged on mold base 1 Both sides.Socket end mould mould 3 and female end mould mould 4 independently be arranged on two ends before and after mold base 1.Female end mould Mould 4 is fixed on bracing frame 6.Die for inner 5 is arranged on bracing frame 6.Bracing frame 6 is arranged on ground or mold base 1.
Side form 2 includes one piece of fixing side form 201 and one piece of movable side form 202.Fixing side form 201 is fixed with mold base 1 Connect.Movable side form 202 is connected by radial type with mold base 1.Movable side form 202 has angle station 203, and corner fills Putting 203 to be connected with movable side form 202 and mold base 1 respectively, the side of mold base 1 is provided with gripper shoe 101, Bidirectional-screw One end of 204 is connected with movable side form 202, and the other end of Bidirectional-screw 204 is connected with gripper shoe 101.
Socket end mould mould 3 includes socket end die face plate 301, socket end mould end plate 302 and socket end mould reinforcement 303. Socket end mould reinforcement 303 is fixed on the back of socket end die face plate 301.Socket end die face plate 301 be formed around socket end Mould end plate 302.Socket end mould mould 3 uses socket end mould radial type to rotate at the bottom of mold-opening structure 304 and fixing side form 204 or mould Seat 4 connects.Socket end die face plate 302 is provided with socket end mould seal groove 307 and socket end mould water stopping trough 308.Socket end mould cuts with scissors The formula that connects rotates mold-opening structure 304 and is provided with socket end mould spring assembly 309.Socket end mould mould is provided with rectangle in punching block center Mouthful, the opening size of its rectangular opening is consistent with the interior empty size of pipe gallery concrete component, and the size meeting die for inner sets Meter.General, a length of 3.6m of opening;A height of 3m.
Female end mould mould 4 includes female end die face plate 401, female end mould end plate 402 and female end mould reinforcement 403. Female end mould reinforcement 403 is fixed on the back of female end die face plate 404.Female end die face plate 404 be formed around female end Mould end plate 402.Female end mould mould 4 uses female end mould parallel movable doorframe mold-opening structure 405.Female end mould mould 4 Outside is provided with female end mould track 406.Female end mould track is connected with bracing frame 6.Female end die face plate 402 is provided with female end Mould seal groove 407 and female end mould water stopping trough 408.Female end mould parallel movable doorframe mold-opening structure 405 is provided with female end Mould spring assembly 409.Female end mould mould is provided with rectangular opening in punching block center, the opening size of its rectangular opening and pipe gallery The interior empty size of concrete component is consistent, and meets the size design of die for inner.A length of 3.6m of opening;A height of 3m;A width of 2m.
Die for inner 5 includes on the left of inner bag template 502, inner bag upper left wing plate 503, inner bag upper right on the right side of template 501, inner bag Wing plate 504, inner bag lower-left wing plate 505, inner bag bottom right wing plate 506, inner bag top template 507, inner bag end template 508.Inner bag backform Plate 507 is arranged on bracing frame 6.Inner bag upper left wing plate 503 is arranged on the left side of inner bag top template 507.Inner bag upper right wing plate 504 It is arranged on the right side of inner bag top template 507.On the left of inner bag, template 501 is connected with inner bag upper left wing plate 503.Template on the right side of inner bag 502 are connected with inner bag upper right wing plate 504.Inner bag lower-left wing plate 505 is connected with template on the left of inner bag 501.Inner bag bottom right wing plate 506 It is connected with template on the right side of inner bag 502.Inner bag end template 508 is placed on inner bag lower-left wing plate 505 and inner bag bottom right wing plate 506. On the left of inner bag, on the right side of template 501 and inner bag, the centre of template 502 is provided with Bidirectional-screw.One end of Bidirectional-screw connects on the left of inner bag Template 501, the other end of Bidirectional-screw connects template 502 on the right side of inner bag.Inner bag upper left wing plate 503 is by radial type and inner bag top The left side of template 507 connects.Inner bag upper right wing plate 504 is connected with the right side of inner bag top template 507 by radial type.Inner bag lower-left Wing plate 505 is connected with template on the left of inner bag 501 by radial type.Inner bag bottom right wing plate 506 is by mould on the right side of radial type and inner bag Plate 502 connects.It is provided with Bidirectional-screw between template 501 on the left of inner bag lower-left wing plate 505 and inner bag.Inner bag bottom right wing plate 506 and interior It is provided with Bidirectional-screw between template 502 on the right side of gallbladder.
Bracing frame 6 is arranged on the rear end being positioned at mold base 1 on mould axis.The front end of bracing frame 6 is provided with 4 screw rods Arrangement for adjusting height 601 (for screw thread screw mandrel upwards).Die for inner 5 is arranged on the screw rod arrangement for adjusting height 601 of bracing frame 6 On.The rear end of bracing frame 6 is provided with roller 602.Roller 602 is connected with the female end mould track 406 of female end mould mould 4.
1, two pieces of side forms 2 of mold base, socket end mould mould 3, female end mould mould 4, die for inner 5 are by panel and square Shape steel frame is welded.Panel back is provided with vertical and horizontal rectangle steel.Bracing frame 6 uses rectangle steel frame welding to become I-shaped Type.On the contact surface contacted with each other between mold base 1, side form 2, socket end mould mould 3, female end mould mould 4, die for inner 5 It is provided with seal groove 10, and rubber weather strip is installed in seal groove 10.Side form 2, socket end mould mould 3,4 points of female end mould mould Not and mold base 1 junction independently be provided with locking device 11.Socket end mould mould 3, female end mould mould 4, interior Gallbladder mould 5 respectively with the junction of side form 2 independently be provided with locking device 11 and positioning and locking device 12.
Embodiment 2
Repeating embodiment 1, simply socket end mould mould 3 is fixed on bracing frame 6, and side form 2 is two pieces of movable side forms 202. Movable side form 202 is connected by radial type with mold base 1.Movable side form 202 has angle station 203, angle station 203 Being connected with movable side form 202 and mold base 1 respectively, the side of mold base 1 is provided with gripper shoe 101, the one of Bidirectional-screw 204 Holding and be connected with movable side form 202, the other end of Bidirectional-screw 204 is connected with gripper shoe 101.
Socket end mould mould 3 uses socket end mould parallel movable doorframe mold-opening structure 305.Outside socket end mould mould 3 Side is provided with socket end mould track 306.Socket end mould track 306 is connected with bracing frame 6.Socket end mould parallel movable doorframe die sinking Structure 305 is provided with socket end mould spring assembly 309.
Female end mould mould 4 uses female end mould radial type to rotate mold-opening structure 404 and fixing side form 202 or mold base 4 connect.Female end mould radial type rotates mold-opening structure 404 and is provided with female end mould spring assembly 409.
Roller 602 is connected with the socket end mould track 306 of the socket end mould mould 3 of socket end mould mould 3.
Embodiment 3
Repeating embodiment 1, simply mould also includes vibrator 7.Vibrator 7 is form vibrator.Vibrator 7 is arranged on On side form 2 and die for inner 5.4 form vibrators respectively it are respectively equipped with on side form 2 and die for inner 5.
Embodiment 4
Repeating embodiment 3, simply mould also includes damping device 8.Damping device 8 be arranged on mold base 1 and ground it Between.Damping device 8 is rubber shock-absorbing device.There are 4 contact points on rubber shock-absorbing device and ground.
Embodiment 5
Repeating embodiment 3, simply mould also includes 2 road sound arresters 9.Sound arrester 9 is blimp.It is arranged on together and shakes Outside dynamic device, another road is arranged on outside whole punching block.
Embodiment 6
Repeating embodiment 1, simply side form 2 is provided with guardrail 13 and cat ladder 14.
Embodiment 7
Repeating embodiment 1, simply mould also includes curing cover 15.Curing cover 15 is brace type canvas steam type curing cover. Curing cover 15 wraps up mould and forms confined space, is passed through steam in space.
Embodiment 7
Repeat embodiment 1, simply a length of 2.5m of opening;A height of 2m;A width of 3m.
Use embodiment 1
A kind of using method of the concrete list storehouse horizontal mould of pipe gallery, the method comprises the following steps:
1) mould assembles: cleaning mould, brushing interleaving agent, lays framework of steel reinforcement, closes up side form 2, closes up female end mould 4, close up socket end mould 3, close up die for inner 5, place inner bag end template 508, locking locking device 11 and positioning and locking dress Put 12;
2) feeding jolt ramming: concreting is vibrated;Concrete formation is wiped one's face;
3) steam curing;
4) demoulding: pretend anti-order stripping according to set of molds.
Use embodiment 2
A kind of using method of the concrete list storehouse horizontal mould of pipe gallery, the method comprises the following steps:
1) mould assembles: cleaning mould, brushing interleaving agent, lays framework of steel reinforcement, closes up side form 2, closes up female end mould 4, close up socket end mould 3, close up die for inner 5, place inner bag end template 508, locking locking device 11 and positioning and locking dress Put 12;
2) feeding jolt ramming: concreting is vibrated;Concrete formation is wiped one's face;
3) steam curing;
4) demoulding: pretend anti-order stripping according to set of molds.
5) piping lane secondary maintenance:
6) brushing protective agent;
7) rubber fastening band is pasted.

Claims (17)

1. the horizontal mould of concrete list storehouse pipe gallery, including mold base (1), side form (2), socket end mould mould (3), Female end mould mould (4), die for inner (5), bracing frame (6), wherein: mold base (1) fixes on the ground, side form (2) sets Put the both sides in mold base (1), socket end mould mould (3) and female end mould mould (4) to be separately arranged at the bottom of mould Two ends before and after seat (1), socket end mould mould (3) or female end mould mould (4) be fixed on bracing frame (6), die for inner (5) Being arranged on bracing frame (6), bracing frame (6) is arranged on ground or mold base (1).
Mould the most according to claim 1, it is characterised in that: described side form (2) includes one piece of fixing side form (201) and Block activity side form (202), these two pieces of side forms are separately positioned on the opposite side (such as left and right side) of mould, fixing side form (201) with Mold base (1) is fixing to be connected, and movable side form (202) is connected by radial type with mold base (1);
And/or
Described side form (2) is two pieces of movable side forms (202), and the opposite side that these two pieces of side forms are separately positioned on mould is (the most left and right Side), movable side form (202) is connected by radial type with mold base (1).
Mould the most according to claim 2, it is characterised in that: movable side form (202) passes through radial type with mold base (1) Connect particularly as follows: movable side form (202) has angle station (203), angle station (203) respectively with movable side form (202) Connecting with mold base (1), the side of mold base (1) is provided with gripper shoe (101), and in the upper connection of movable side form (202) Side form retractor device (204), wherein one end of this side form retractor device (204) is connected with movable side form (202), and side form is flexible The other end of device (204) is connected with gripper shoe (101) or ground;Preferably side form retractor device (204) is screw mandrel or oil Cylinder, more preferably side form retractor device (204) are Bidirectional-screw.
4. according to the mould according to any one of claim 1-3, it is characterised in that: described socket end mould mould (3) includes inserting Mouth end die face plate (301), socket end mould end plate (302) and socket end mould reinforcement (303), wherein socket end mould reinforcement (303) be fixed on the back of socket end die face plate (301), socket end die face plate (301) be formed around socket end mould end plate (302);
Preferably socket end mould mould (3) uses socket end mould radial type to rotate mold-opening structure (304) and fixing side form (204) Or mold base (4) connects, and/or
Socket end mould mould (3) uses socket end mould parallel movable doorframe mold-opening structure (305), socket end mould mould (3) Outside is provided with socket end mould track (306), and this socket end mould track (306) is connected with bracing frame (6).
Mould the most according to claim 4, it is characterised in that: socket end die face plate (302) is provided with socket end mould and seals Groove (307) and socket end mould water stopping trough (308), and/or
Socket end mould radial type rotates and sets in mold-opening structure (304) or socket end mould parallel movable doorframe mold-opening structure (305) There is socket end mould spring assembly (309).
6. according to the mould according to any one of claim 1-5, it is characterised in that: described female end mould mould (4) includes holding Mouth end die face plate (401), female end mould end plate (402) and female end mould reinforcement (403), wherein female end mould reinforcement (403) be fixed on the back of female end die face plate (404), female end die face plate (404) be formed around female end mould end plate (402);
Preferably female end mould mould (4) uses female end mould radial type to rotate mold-opening structure (404) and fixing side form (202) Or mold base (4) connects, and/or
Female end mould mould (4) uses female end mould parallel movable doorframe mold-opening structure (405), female end mould mould (4) Outside is provided with female end mould track (406), and female end mould track (406) is connected with bracing frame (6).
Mould the most according to claim 6, it is characterised in that: female end die face plate (402) is provided with female end mould and seals Groove (407) and female end mould water stopping trough (408), and/or
Female end mould radial type rotates and sets on mold-opening structure (404) or female end mould parallel movable doorframe mold-opening structure (405) There is female end mould spring assembly (409).
8. according to the mould according to any one of claim 1-7, it is characterised in that: described die for inner (5) includes that inner bag is left Template (502), inner bag upper left wing plate (503), inner bag upper right wing plate (504), the inner bag lower-left wing on the right side of side template (501), inner bag Plate (505), inner bag bottom right wing plate (506), inner bag top template (507), inner bag end template (508), inner bag top template (507) is arranged On bracing frame (6), inner bag upper left wing plate (503) is arranged on the left side of inner bag top template (507), inner bag upper right wing plate (504) Being arranged on the right side of inner bag top template (507), on the left of inner bag, template (501) is connected, on the right side of inner bag with inner bag upper left wing plate (503) Template (502) is connected with inner bag upper right wing plate (504), and inner bag lower-left wing plate (505) is connected with template on the left of inner bag (501), interior Gallbladder bottom right wing plate (506) is connected with template on the right side of inner bag (502), and inner bag end template (508) is placed on inner bag lower-left wing plate (505) With on inner bag bottom right wing plate (506);Preferably, inner bag upper left wing plate (503), inner bag upper right wing plate (504), the inner bag lower-left wing It is additionally provided with anchorage process mould (512) on plate (505), inner bag bottom right wing plate (506).
Mould the most according to claim 8, it is characterised in that: template (502) on the right side of template (501) and inner bag on the left of inner bag Centre be provided with inner bag side form retractor device (509), one end of inner bag side form retractor device (509) connects template on the left of inner bag (501), on the right side of the other end connection inner bag of inner bag side form retractor device (509), template (502), preferably inner bag side form are flexible Device (509) is screw mandrel or oil cylinder, and more preferably inner bag side form retractor device (509) is Bidirectional-screw;And/or
Inner bag upper left wing plate (503) is connected with the left side of inner bag top template (507) by radial type, inner bag upper right wing plate (504) It is connected by the right side of radial type with inner bag top template (507).
Mould the most according to claim 8 or claim 9, it is characterised in that: radial type is passed through with interior in inner bag lower-left wing plate (505) On the left of gallbladder, template (501) connects, and inner bag bottom right wing plate (506) is connected with template on the right side of inner bag (502) by radial type;
And/or
Inner bag lower-left wing retractor device (510) it is provided with between template (501) on the left of inner bag lower-left wing plate (505) and inner bag, preferably interior Gallbladder lower-left wing retractor device (510) is screw mandrel or oil cylinder, and more preferably inner bag lower-left wing retractor device (510) is Bidirectional-screw;In Inner bag bottom right wing retractor device (511), preferably inner bag bottom right it is provided with between template (502) on the right side of gallbladder bottom right wing plate (506) and inner bag Wing retractor device (511) is screw mandrel or oil cylinder, and more preferably inner bag bottom right wing retractor device (511) is Bidirectional-screw.
11. according to the mould according to any one of claim 1-10, it is characterised in that: support frame as described above (6) is arranged on mould On axis and be positioned at the rear end of mold base (1), the front end of bracing frame (6) is provided with screw rod arrangement for adjusting height (601), inner bag Mould (5) is arranged on the screw rod arrangement for adjusting height (601) of bracing frame (6);The rear end of bracing frame (6) is provided with roller (602), Socket end mould track (306) of roller (602) and socket end mould mould (3) or the female end mould track of female end mould mould (4) (406) connect.
12. according to the mould according to any one of claim 1-11, it is characterised in that: described mould also includes vibrator (7), Vibrator (7) is arranged in side form (2) and/or die for inner (5), and preferably vibrator (7) is form vibrator;
The most described mould also includes that damping device (8), damping device (8) are arranged between mold base (1) and ground, Preferably damping device (8) is rubber shock-absorbing device;And/or
Described mould also includes sound arrester (9), and sound arrester (9) wraps up vibrator (7) and/or whole mould, preferably Sound arrester (9) is blimp.
13. according to the mould according to any one of claim 1-12, it is characterised in that: mold base (1), two pieces of side forms (2), Socket end mould mould (3), female end mould mould (4), die for inner (5) are formed by panel and rectangle steel frame welding, panel Back is provided with vertical and horizontal rectangle steel, and bracing frame (6) uses rectangle steel frame welding to become I shape;And/or
Mold base (1), side form (2), socket end mould mould (3), female end mould mould (4), die for inner contact with each other between (5) Contact surface be provided with seal groove (10), and rubber weather strip is installed in seal groove (10).
14. according to the mould according to any one of claim 1-13, it is characterised in that: side form (2), socket end mould mould (3), Female end mould mould (4) junction with mold base (1) respectively is separately provided with locking device (11), socket end mould mould Have (3), female end mould mould (4), die for inner (5) junction respectively with side form (2) and be separately provided with locking device And positioning and locking device (12) (11);And/or
Side form (2) is provided with guardrail (13) and cat ladder (14).
15. 1 kinds of concrete list storehouse horizontal formation systems of pipe gallery, including the mould according to any one of claim 1-14, Also including that curing cover (15), curing cover (15) are brace type canvas steam type curing cover, curing cover (15) parcel mould is formed close Close space, be passed through steam in space.
16. 1 kinds mold the method for concrete list storehouse pipe gallery or use the one according to any one of claim 1-15 to mix The method that solidifying soil single storehouse horizontal mould of pipe gallery molds concrete list storehouse pipe gallery, the method includes following step Rapid:
1) mould assembles: cleaning mould, brushing interleaving agent, lays framework of steel reinforcement, closes up side form (2), close up female end mould (4), close up socket end mould (3), close up die for inner (5), place inner bag end template (508), locking locking device (11) and Positioning and locking device (12);
2) feeding jolt ramming: concreting is vibrated;Concrete formation is wiped one's face;
3) steam curing;
4) demoulding: pretend anti-order stripping according to set of molds.
17. methods according to claim 16, it is characterised in that: the method also includes:
5) piping lane secondary maintenance:
6) brushing protective agent;
7) rubber fastening band is pasted.
CN201610772181.9A 2016-08-30 2016-08-30 The horizontal molding die of concrete list storehouse pipe gallery, system and piping lane molding methods Active CN106182359B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610772181.9A CN106182359B (en) 2016-08-30 2016-08-30 The horizontal molding die of concrete list storehouse pipe gallery, system and piping lane molding methods

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610772181.9A CN106182359B (en) 2016-08-30 2016-08-30 The horizontal molding die of concrete list storehouse pipe gallery, system and piping lane molding methods

Publications (2)

Publication Number Publication Date
CN106182359A true CN106182359A (en) 2016-12-07
CN106182359B CN106182359B (en) 2019-05-07

Family

ID=58088237

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610772181.9A Active CN106182359B (en) 2016-08-30 2016-08-30 The horizontal molding die of concrete list storehouse pipe gallery, system and piping lane molding methods

Country Status (1)

Country Link
CN (1) CN106182359B (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106346595A (en) * 2016-08-31 2017-01-25 长沙楚鸿机械有限公司 Vertical molding mold and system and application method for concrete utility tunnel
CN106827191A (en) * 2017-01-22 2017-06-13 中民筑友科技(衡阳)有限公司 A kind of piping lane mould
CN107042581A (en) * 2017-06-07 2017-08-15 中国联合装备集团安阳机械有限公司 A kind of New Composite Wall-slab panel mounting device
CN109183842A (en) * 2018-10-26 2019-01-11 通号建设集团有限公司 A kind of list cabin rectangle pipe gallery production method
CN109571748A (en) * 2018-11-30 2019-04-05 中铁八局集团桥梁工程有限责任公司 The manufacturing method of concrete prefabricated pipe gallery
CN109958143A (en) * 2019-03-08 2019-07-02 厦门三航混凝土有限公司 A kind of piping lane prefabricated mould and piping lane construction method
CN110397081A (en) * 2019-07-18 2019-11-01 中国十七冶集团有限公司 Buried rubber fastening band fixing means and framework of steel reinforcement structure in one kind
CN112659319A (en) * 2020-12-22 2021-04-16 韩愈 Prefabricated component production processingequipment for building
CN113107006A (en) * 2021-04-25 2021-07-13 中化学交通建设集团市政工程有限公司 Light movable integrated pipe gallery formwork
CN113155555A (en) * 2020-01-23 2021-07-23 天津市市政工程设计研究院 Manufacturing method of magnesium alloy model for simulating concrete pipe gallery

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2513718Y2 (en) * 1993-01-28 1996-10-09 株式会社九州セフテイ Formwork equipment for concrete products
CN102294738A (en) * 2011-08-30 2011-12-28 扬州市华光双瑞实业有限公司 Comprehensive pipe gallery die
CN202293015U (en) * 2011-11-09 2012-07-04 中铁二十二局集团有限公司 Steam curing cover of box girder
CN102966121A (en) * 2012-12-14 2013-03-13 中铁二十三局集团有限公司 Integrally movable mould frame for pipe rack cast-in-site construction
CN105196412A (en) * 2015-09-22 2015-12-30 中国石油天然气集团公司 Concrete pipe joint pouring die
CN105538488A (en) * 2016-01-09 2016-05-04 安徽水利开发股份有限公司 Pipe gallery box culvert pouring mould
CN205415963U (en) * 2016-03-18 2016-08-03 吉林省圣翔建材集团有限公司 Horizontal precast concrete box culvert mould of pouring

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2513718Y2 (en) * 1993-01-28 1996-10-09 株式会社九州セフテイ Formwork equipment for concrete products
CN102294738A (en) * 2011-08-30 2011-12-28 扬州市华光双瑞实业有限公司 Comprehensive pipe gallery die
CN202293015U (en) * 2011-11-09 2012-07-04 中铁二十二局集团有限公司 Steam curing cover of box girder
CN102966121A (en) * 2012-12-14 2013-03-13 中铁二十三局集团有限公司 Integrally movable mould frame for pipe rack cast-in-site construction
CN105196412A (en) * 2015-09-22 2015-12-30 中国石油天然气集团公司 Concrete pipe joint pouring die
CN105538488A (en) * 2016-01-09 2016-05-04 安徽水利开发股份有限公司 Pipe gallery box culvert pouring mould
CN205415963U (en) * 2016-03-18 2016-08-03 吉林省圣翔建材集团有限公司 Horizontal precast concrete box culvert mould of pouring

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106346595A (en) * 2016-08-31 2017-01-25 长沙楚鸿机械有限公司 Vertical molding mold and system and application method for concrete utility tunnel
CN106827191A (en) * 2017-01-22 2017-06-13 中民筑友科技(衡阳)有限公司 A kind of piping lane mould
CN107042581A (en) * 2017-06-07 2017-08-15 中国联合装备集团安阳机械有限公司 A kind of New Composite Wall-slab panel mounting device
CN109183842A (en) * 2018-10-26 2019-01-11 通号建设集团有限公司 A kind of list cabin rectangle pipe gallery production method
CN109571748A (en) * 2018-11-30 2019-04-05 中铁八局集团桥梁工程有限责任公司 The manufacturing method of concrete prefabricated pipe gallery
CN109958143A (en) * 2019-03-08 2019-07-02 厦门三航混凝土有限公司 A kind of piping lane prefabricated mould and piping lane construction method
CN110397081A (en) * 2019-07-18 2019-11-01 中国十七冶集团有限公司 Buried rubber fastening band fixing means and framework of steel reinforcement structure in one kind
CN110397081B (en) * 2019-07-18 2020-11-10 中国十七冶集团有限公司 Method for fixing middle-buried rubber waterstop and steel reinforcement framework structure
CN113155555A (en) * 2020-01-23 2021-07-23 天津市市政工程设计研究院 Manufacturing method of magnesium alloy model for simulating concrete pipe gallery
CN113155555B (en) * 2020-01-23 2023-04-11 天津市政工程设计研究总院有限公司 Manufacturing method of magnesium alloy model for simulating concrete pipe gallery
CN112659319A (en) * 2020-12-22 2021-04-16 韩愈 Prefabricated component production processingequipment for building
CN113107006A (en) * 2021-04-25 2021-07-13 中化学交通建设集团市政工程有限公司 Light movable integrated pipe gallery formwork

Also Published As

Publication number Publication date
CN106182359B (en) 2019-05-07

Similar Documents

Publication Publication Date Title
CN106182359A (en) The concrete list storehouse horizontal mould of pipe gallery, system and piping lane molding methods
CN106346595A (en) Vertical molding mold and system and application method for concrete utility tunnel
CN104846744B (en) Construction method for pouring and forming urban viaduct curve type pier stud in one-off mode
CN106592426B (en) The construction method of transverse prestress overall with reinforced concrete bridge deck plate prefab-form system
CN206374015U (en) Concrete pipe gallery vertical-forming die and system
CN104963289B (en) A kind of abnormity pier stud mass concrete overall time pouring construction method
CN106150001B (en) A kind of fabricated assembly overall stair construction method
CN103290967B (en) A kind of multi-ribbed hollow composite floor slab and manufacture method
CN105297714B (en) Bored concrete pile pile cover and stake integrative construction device and method
CN110258848A (en) A kind of construction method of building energy conservation CL composite shear wall
CN103774561B (en) The job execution of speedway prefabricated small box girder frock method streamlined
CN107268878A (en) The fabrication and installation method of prefabricated sandwich wallboard
CN105780976B (en) Compound concrete shear wall structure and its concreting method
CN108330835A (en) The construction method of setting bracket
CN110512524A (en) A kind of bridge pier column safe construction method
CN107419802A (en) A kind of Precast Concrete Frame and construction method
CN110195413A (en) A kind of box culvert construct method based on mould trolley in movable type
CN109869164A (en) Combination hydraulic formwork jumbo pours the construction method of porous separate tunnel
CN110093852A (en) Shaped form bridge pier Construction technology of fair-faced concrete
CN104452591A (en) Cast-in-place box beam construction technology applied to bridge constructions
CN108342993B (en) Underwater bearing platform suspension supporting platform and construction method thereof
CN113152262A (en) Bridge single-column pier reinforcement construction method
CN206623199U (en) The horizontal mould of concrete list storehouse pipe gallery and system
CN107386246A (en) A kind of lock chamber wall Construction Through Form on Traveler method
CN207110214U (en) A kind of prefabricated interior fill concrete wallboard

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Concrete single-bin utility tunnel horizontal forming mold and system, and tunnel molding method

Effective date of registration: 20200401

Granted publication date: 20190507

Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd.

Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd.

Registration number: Y2020430000004

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20210401

Granted publication date: 20190507

Pledgee: Ningxiang Hunan rural commercial bank Limited by Share Ltd.

Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd.

Registration number: Y2020430000004

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Horizontal molding mold, system and molding method of concrete single warehouse comprehensive pipe gallery

Effective date of registration: 20221209

Granted publication date: 20190507

Pledgee: Hunan Ningxiang Rural Commercial Bank Co.,Ltd. Xiaduopu Sub branch

Pledgor: CHANGSHA CHUHONG MACHINERY Co.,Ltd.

Registration number: Y2022430000111