CN107143077A - A kind of cylinder mould and its construction method - Google Patents
A kind of cylinder mould and its construction method Download PDFInfo
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- CN107143077A CN107143077A CN201710360088.1A CN201710360088A CN107143077A CN 107143077 A CN107143077 A CN 107143077A CN 201710360088 A CN201710360088 A CN 201710360088A CN 107143077 A CN107143077 A CN 107143077A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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Abstract
The invention discloses a kind of cylinder mould and its construction method, cylinder mould includes at least one cylinder and at least one end cap, and at least one cylinder is connected with an end cap, at least two interfaces and interface on contact surface between cylinder and between cylinder and end cap, and interface and interface be not in approximately the same plane, it is that a kind of side encloses closing, the open hollow tubular die body in two ends, its cross section can be circular, ellipse, rectangle, polygon etc., it can avoid producing uplift pressure during pour concrete using cylinder mould construction concrete dense-rib plate, so as to save the expense produced by measure of anti float.In addition, cylinder mould is used for basement bottom board, filled out in core its cavity, can both have been conducted oneself with dignity using sun-dried mud brick and sun-dried mud brick earth-grasping force anti-floating, the steel using amount and concrete consumption that can also increase the depth of section of basement bottom board and basement bottom board is greatly reduced using original state sun-dried mud brick.Cylinder mould be it is a kind of produce that simple, reliability is high, be easy to construction, short time limit, the concrete dense-rib plate waterproof material of low cost, construction method is simply applicable, and onsite application effect is preferable.
Description
Technical field
The present invention relates to a kind of concrete dense-rib plate, more particularly to a kind of concrete dense-rib plate cylinder mould and its construction method belong to and built
Build field of material technology.
Background technology
The existing more than ten years history of concrete hollow floor slab constructed using filled internal mold, due to the filled internal mold bottom of hollow floor slab
Concrete bottom plate is designed with, therefore filled internal mold will bear the buoyancy of liquid concrete generation in pour concrete, therefore, using anti-floating in design
Various fixations are used when reinforcing bar, construction, has both taken and has taken a lot of work, also increase deadweight, increase load, increase concrete and steel using amount.Cause
This, develops a kind of New Concrete multi-ribbed plate of construct simple, short time limit, low cost meaningful.
Roof boarding is an exposure to the structure under adverse circumstances, and its requirement is also different from floor, because the utilization of roofing makes it
Larger change may occur for load, therefore it is required that roof structure has larger bearing capacity deposit, the exposure of roofing requires it
The preferable insulation of tool, heat-proof quality, and the most basic function of roofing is waterproof, traditional roof structure is cast-in-place concrete beam plate knot
Structure, its bearing capacity is not laid in, and larger overload causes potential safety hazard, and rigid waterproof layer is easy under adverse circumstances and overload condition
Cracking Failure, and flexible water is easy to be destroyed under roofing rugged environment, its durability is also affected, but room
Face waterproof or the durability of roof waterproof are world-famous puzzles.Therefore, a kind of bearing capacity deposit height, waterproof durability are developed relative
The good roof boarding of good, thermal and insulating performance has good social benefit.
Overpass is an exposure to the structure under adverse circumstances, because there is free face it is easily produced in extremely frigid zones for it
Bridge floor freezes and congeals and influence to use.Therefore, develop a kind of filling module with thermal and insulating performance and be filled in overpass
In structure, reach that the purpose for improving its thermal and insulating performance is meaningful.
The content of the invention
The technical problem to be solved in the present invention is：A kind of cylinder mould and its construction method are provided, cylinder mould includes at least one cylinder
Body and at least one end cap, and at least one cylinder is connected with an end cap.Cylinder mould is that a kind of production is simple, reliability is high,
It is easy to construction, short time limit, the concrete dense-rib plate waterproof material of low cost, construction method is simply applicable, solved well above-mentioned
The problem of existing.
The technical scheme is that：A kind of cylinder mould, it includes at least one cylinder and at least one end cap, and at least
One cylinder is connected with an end cap.
At least two interfaces one and interface two on contact surface between cylinder and between cylinder and end cap, and docking
Face one and interface two be not in same horizontal plane.
The upper and lower side of the cylinder at least one end, which is connected with channel-shaped cross sectional plates or horn shape cross sectional plates or the two, to be had.
The interface one and interface two are a kind of folded plate face, be serrated or concavo-convex or hole is pin-shaped, and mating surface
To be skewed.
At least one waterstop can be also set up on the outside of the end cap within one week.
The centre of the cylinder is cone cylinder, two ends are respectively big cylinder and small cylinder, the inner or outer side of cylinder at least one
Cyclic reinforcing rib.
The concrete dense-rib plate that a kind of cylinder mould is constituted with concrete, it includes cylinder, end cap, angle brace and reinforced concrete, and end cap is in cylinder
Top or/and top, in the waterstop insertion reinforced concrete on end cap, inner barrel filled with insulation material or anti-floating weight,
Or insulation material and heater.
A kind of construction method of concrete dense-rib plate, its construction procedure is：
1）Cylinder, end cap and angle brace factory make, transport job site to；
2）The gap reserved on end template at the construction field (site) by design requirement is arranged cylinder；
3）End cap is covered at the top of cylinder, design is pressed in the top surface of end cap and wants installation plate muscle, design requirement is pressed in the gap of cylinder
Arrange beam muscle；
4）The pour concrete in the top surface of end cap and cylinder gap, cylinder and end cap are cast in reinforced concrete beam board.
A kind of construction method of concrete dense-rib plate, its construction procedure is：
1）Cylinder, end cap factory make, transport job site to；
2）Cylinder static pressure is entered in foundation soil by the position of design requirement on foundation ditch bottom surface and the soil between cylinder is cut out, then will
End cap is buckled in the top surface of cylinder, so as to complete the making of cylinder mould, install and fixed；
3）The reinforcing bar of design requirement installation plate is pressed in the upper end of cylinder mould, the reinforcing bar of design arrangement beam is pressed in the gap between cylinder mould；
4）Pour concrete and fully vibrated around the cylinder mould and in gap, cylinder mould is cast in reinforced concrete.
The beneficial effects of the invention are as follows：
1st, the concrete dense-rib plate constructed using cylinder mould as internal model, it is to avoid buoyancy during pour concrete, make construction become it is simple efficiently.
2nd, due to not considering buoyancy, Anti-floating reinforcing steel bar is saved, so as to reduce cost.
3rd, because concrete dense-rib plate is without bottom panel, more traditional hollow floor slab saves concrete, alleviates gravity load.
4th, there is cavity concrete dense-rib plate bottom surface, and the operation that top surface can be provided for the installation of shower and ventilation shaft is empty
Between, while will can also be moved on shower nozzle in the cavity of multi-ribbed plate, so as to reduce the space of pipeline occupancy, so as to reduce layer
High, saving cost.
5th, insulation material is filled in the cavity of cylinder mould, the concrete dense-rib plate that can begin is with insulation, heat-insulated, sound insulation, fire resisting etc.
Performance.
6th, internal model top cover is made using waterproof material, the water resistance of concrete dense-rib plate can be improved.
7th, anti-floating weight is filled in cylinder mould or cylinder mould is placed on the outside of sun-dried mud brick in situ, sun-dried mud brick deadweight and sun-dried mud brick in situ is utilized
Earth-grasping force can improve the anti-floating performance of basement bottom board, save concrete and amount of reinforcement.
Brief description of the drawings
A kind of cylinder mould structural representations of Fig. 1；
A kind of cylinder mould front views of Fig. 2；
A kind of concrete dense-rib plate profiles of Fig. 3；
A kind of self-heat conserving self waterproofing concrete dense-rib roof boarding profiles of Fig. 4；
Fig. 5 is a kind of from anti-floating basement concrete dense-rib bottom plate profile；
Concrete dense-rib floorings profile is frozen in a kind of anti-freezings of Fig. 6；
A kind of concrete dense-rib plate angle brace layout drawings of Fig. 7；
A kind of cylinder mould structural representations of Fig. 8；
A kind of cylinder mould sectional views of Fig. 9.
Embodiment
To make the object, technical solutions and advantages of the present invention clearer, below with reference to this specification accompanying drawing to this hair
It is bright to be described in further detail.
Embodiment 1:A kind of cylinder mould, such as figure include cylinder 1 and end cap 2, and cylinder 1 is shaped as rectangular tubular cavity body, grow,
Wide is 600 millimeters, 125 millimeters of height, and every 25 millimeters are a modulus；End cap 2 is shaped as peviform rectangular box, length and width chi
It is very little corresponding with the connection dimension of cylinder 1,100 millimeters of height.Using the thin wall material hot forming of regenerating waste used plastics, batch production batch
Amount production, wall is thick 3 millimeters.Cylinder 1 is following form with the interface of end cap 2：Four butt joint edges of end cap 2 are folded plate inclined-plane,
Four butt joint edges of cylinder 1 are V-type plate inclined-plane, and interface 1 and interface 24 dock for inclined-plane.
Further, a kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is three sections：Stage casing cone cylinder 6 connect big cylinder 7 with it is small
Cylinder 8, one-shot forming.
Further, a kind of cylinder mould, there is end cap 2 at two ends.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, are molded using pressing metal plates, work
Factory produces in batches.
A kind of concrete hollow thermal insulation roof boarding, is constructed using above-mentioned cylinder mould and angle brace, and its construction method and step are：
First, cylinder mould（Including cylinder 1 and end cap 2）And angle brace 10 factory batch it is prefabricated transport job site to, top end cover 2 is used
Waste or used plastics waterproof material makes, and side is connected with the waterstop 5 of overhanging 30 millimeters an of circle；
2nd, bottom head covers press the preset clearance of design requirement on roof boarding end template（Typically take 80~150 millimeters）Arranged
Row, in the present embodiment, preset clearance are 140 millimeters；
3rd, cylinder 1 is docked in bottom head covers 2, cylinder 1 is fixed with angle brace；
4th, insulation material is filled in cylinder（Such as granular polystyrene, expanded perlite granule, glass bead）, in the present embodiment
In, insulation material is granular polystyrene；
5th, top end cover is docked on cylinder；
6th, above to cylinder mould and below press design requirement installation plate muscle, in the gap of cylinder mould by design requirement arrange beam
Muscle；
7th, the pour concrete in the top surface of cylinder mould and bottom surface and gap, cylinder mould is cast in the beam slab of reinforced concrete 13, the top of waterproof
End cap is embedded between insulation material top surface and concrete top board undersurface, in the concrete of waterstop free end built-in beam.
Embodiment 2:A kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is shaped as rectangular tubular cavity body, and length and width is equal
For 600 millimeters, 250 millimeters of height, every 25 millimeters are modulus, and end cap 2 is shaped as peviform rectangular box, length and width size with
The connection dimension of cylinder 1 is corresponding, 50 millimeters of height.Using gypsum castable, batch production batch production, wall is thick 40 millimeters.It is right
Junction 1 and interface 24 are following form：, the interface of two opposite side is saw to the interface of cylinder 1 and end cap 2
Dentation, male and fomale(M＆F) correspondence is concavo-convex correspondence occlusion docking to buckle side.
Further, two sections of cylinder 1 point make respectively, field joint.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, are molded using pressing metal plates, work
Factory produces in batches.
The anti-concrete empty stomach floorings that congeal of one kind, are constructed, its construction method and step are using above-mentioned cylinder mould and angle brace：
First, cylinder mould（Including cylinder 1 and end cap 2）And heater 12 prefabricated transports job site, top end cover 2 in factory's batch
Made using regenerated-rubber water-proofing material；
2nd, bottom head covers press the preset clearance of design requirement on floorings end template（Typically take 150~300 millimeters）Arranged
Row, in the present embodiment, preset clearance are 270 millimeters；
3rd, 1 pair of cylinder is buckled in bottom head covers, is fixed cylinder 1 with angle brace 10；
4th, insulation material 11 is filled in cylinder mould（Such as granular polystyrene, expanded perlite granule, glass bead）, in this implementation
In example, insulation material is expanded perlite granule；
The 5th, heater 12 is installed on insulation material 11；
6th, the make-up end cap 2 on cylinder 1；
7th, above cylinder mould and below press design requirement installation plate muscle, in the gap of cylinder mould by design requirement arrange beam muscle；
8th, the pour concrete in the top surface of cylinder mould and bottom surface and gap, cylinder mould is cast in the beam slab of reinforced concrete 13, the top cover of waterproof
It is embedded between insulation material top surface and concrete top board undersurface.
Embodiment 3:A kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is shaped as rectangular tubular cavity body, and length and width is equal
For 600 millimeters, 200 millimeters of height, every 25 millimeters are a modulus；End cap 2 is shaped as peviform rectangular box, length and width size with
The connection dimension of cylinder 1 is corresponding, 80 millimeters of height.Using the thin wall material hot forming of regenerating waste used plastics, batch production batch is raw
Production, wall is thick 5 millimeters.Cylinder 1 is following form with the interface of end cap 2：, two right for four butt joint edges of cylinder and end cap
While being zigzag folded plate, the recess of two opposite side is corresponding with convex, and interface staggeredly docks to be concavo-convex.
Further, cylinder 1 is three sections：Stage casing cone cylinder 6 connects big cylinder 7 and small cylinder 8, can one-shot forming, also sectional point
Not Zhi Zuo, field joint.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, compressing using waste or used plastics,
Factory produces in batches.
A kind of concrete hollow thermal insulation roof boarding, is constructed using above-mentioned cylinder mould and angle brace 10, and its construction method and step are：
First, cylinder mould（Including cylinder 1 and end cap 2）And angle brace 10 factory batch it is prefabricated transport job site to, top end cover 2 is used
Waterproof material makes（Such as waste or used plastics, reclaimed rubber）, side is connected with the waterstop 5 of overhanging 25 millimeters an of circle；
2nd, bottom head covers press the preset clearance of design requirement on roof boarding end template（Typically take 80~150 millimeters）Arranged
Row, in the present embodiment, preset clearance are 80 millimeters；
3rd, cylinder 1 is docked in bottom head covers, cylinder 1 is fixed with angle brace 10；
4th, insulation material 11 is filled in cylinder（Such as granular polystyrene, expanded perlite granule, glass bead）, in this implementation
In example, insulation material is glass bead；
5th, top end cover 2 is docked on cylinder 1；
6th, above to cylinder mould and below press design requirement installation plate muscle, in the gap of cylinder mould by design requirement arrange beam
Muscle；
7th, the pour concrete in the top surface of cylinder mould and bottom surface and gap, cylinder mould is cast in the beam slab of reinforced concrete 13, the top of waterproof
End cap 2 is embedded between the top surface of insulation material 11 and concrete top board undersurface, in the concrete of the free end built-in beam of waterstop 5.
Embodiment 4:A kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is shaped as rectangular tubular cavity body, and length and width is equal
For 2000 millimeters, 1000 millimeters of height, every 25 millimeters are a modulus；End cap 2 is shaped as peviform rectangular box, length and width size
It is corresponding with the connection dimension of cylinder 1,100 millimeters of height.Using the thin wall material hot forming of regenerating waste used plastics, batch production batch
Production, wall is thick 4 millimeters.Cylinder 1 is following form with the interface of end cap 2：Four butt joint edges of end cap and cylinder, two
Opposite side is horizontal bar with holes, another two opposite side correspond to band pin horizontal bar, and interface is that pin-and-hole is docked.
Further, cylinder 1 is two sections of making, field joints respectively.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, compressing using waste or used plastics,
Factory produces in batches.
A kind of concrete dense-rib（Or on an empty stomach）Floor, is constructed using above-mentioned cylinder mould and angle brace, and its construction method and step are：
First, cylinder mould（Including cylinder 1 and end cap 2）And angle brace 10 prefabricated transports job site in factory's batch；
2nd, bottom head covers 2 or cylinder 1 press the preset clearance of design requirement on floor bottom mould plate（Typically take 80~150 millimeters）
Arranged, in the present embodiment, preset clearance is 150 millimeters；
3rd, make-up cylinder 1 and top end cover 2 in bottom head covers 2；
4th, the bottom corner for connecting adjacent four cylinder moulds using angle brace 10 makes its fixed position；
5th, above cylinder mould and below press design requirement installation plate muscle, in the gap of cylinder mould by design requirement arrange beam muscle；
6th, the pour concrete in the top surface of cylinder mould and bottom surface and gap, cylinder mould and angle brace are cast in the beam slab of reinforced concrete 13；
Embodiment 5：A kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is shaped as rectangular tubular cavity body, and length and width is 600
Millimeter, 125 millimeters of height, every 25 millimeters are a modulus, and end cap 2 is shaped as peviform rectangular box, length and width size and cylinder 1
Connection dimension is corresponding, 100 millimeters of height.Using gypsum castable, batch production batch production, wall is thick 25 millimeters.Interface
For following form：, two opposite side are midpoint or stage casing is high, two sides are upper for inclined-plane for the interface of cylinder 1 and end cap 2
Convex folding face, another two opposite side are the recessed folding face that midpoint or stage casing are low, two sides are inclined-plane, recess and the convex pair of two opposite side
Should, buckle side is docked for concave-convex clutch.
Further, cylinder 1 is three sections：Stage casing cone cylinder 6 connects big cylinder 7 and small cylinder 8, can one-shot forming, also sectional point
Not Zhi Zuo, field joint.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, are molded using pressing metal plates, work
Factory produces in batches.
A kind of basement anti-floating concrete empty stomach bottom plate, is constructed using above-mentioned cylinder mould and angle brace, its construction method and step
For：
First, cylinder mould（Including cylinder 1 and end cap 2）Factory batch it is prefabricated transport job site to, top end cover 2 uses waterproof material
Make（Such as waste or used plastics, reclaimed rubber）, side is connected with the waterstop 5 of overhanging 20 millimeters an of circle；The side wall of cylinder 1 is grid
Penetrating shape.
2nd, cylinder presses the preset clearance of design requirement on ground（Typically take 150~400 millimeters）Arranged, at this
In embodiment, preset clearance is 250 millimeters；
3rd, anti-floating material is filled in cylinder（Such as foundation ditch spoir, rubble, cobble, waste and old concrete block）, in the present embodiment, fill out
Anti-floating material is filled for waste and old concrete block；
4th, in the top surface make-up end cap 2 of cylinder, cylinder 1 is fixed with angle brace 10；
5th, design requirement installation plate muscle is pressed above cylinder mould, beam muscle is arranged by design requirement in the gap of cylinder mould；
6th, the pour concrete in the top surface of cylinder mould and gap, cylinder mould is cast in the beam slab of reinforced concrete 13, and the free end of waterstop 5 is embedding
Enter in the concrete of beam, the anti-floating weight four sides of filling in cylinder mould and bottom surface certain thickness scope are condensed into tubbiness and and concrete by concrete infiltration
Structure is connected as a single entity, its bottom concrete penetrates into ground and produces earth-grasping force enhancing anti-floating ability.
Embodiment 6:A kind of cylinder mould, comprising cylinder 1 and end cap 2, cylinder 1 is shaped as rectangular tubular cavity body, and length and width is equal
For 600 millimeters, 200 millimeters of height, every 25 millimeters are modulus, and end cap 2 is shaped as peviform rectangular box, length and width size with
The connection dimension of cylinder 1 is corresponding, 80 millimeters of height.Using gypsum castable, batch production batch production, wall is thick 30 millimeters.It is right
Junction is following form：, two diagonal high, another two diagonal low, four sides are the interface of cylinder 1 and end cap 2
Inclined-plane, to buckle side for not in a plane and not in the inclined-plane docking of horizontal plane.
Further, cylinder 1 is three sections：Stage casing cone cylinder 6 connects big cylinder 7 and small cylinder 8, can one-shot forming, also sectional point
Not Zhi Zuo, field joint.
Further, a kind of angle brace 10, the distance of its adjacent corner is corresponding with the gap size that cylinder mould is arranged, and is shaped as
Square shape or cross, four corner points have 15 millimeters of high fulcrums and 90 degree of concavity necks, using waste or used plastics or metallic plate
It is compressing, factory's batch production.
A kind of basement anti-floating concrete empty stomach bottom plate, is constructed using above-mentioned cylinder mould and angle brace, its construction method and step
For：
First, cylinder mould（Including cylinder 1 and end cap 2）And bottom bracing 10 factory batch it is prefabricated transport job site to, top end cover 2 is used
Waterproof material makes（Such as waste or used plastics, reclaimed rubber）, side is connected with the waterstop 5 of overhanging 30 millimeters an of circle；
2nd, cylinder presses the preset clearance of design requirement on ground 14（Typically take 150~400 millimeters）Arranged and static pressure makes
It is completely into foundation soil, and in the present embodiment, preset clearance is 320 millimeters；
3rd, make-up top end cover 2 makes it constrain the top of cylinder 1；
4th, the foundation soil between cylinder 1 is cut out；
5th, cylinder 1 is fixed with angle brace 10；
6th, design requirement installation plate muscle is pressed above cylinder mould, beam muscle is arranged by design requirement in the gap of cylinder mould；
7th, the pour concrete in the top surface of cylinder mould and gap, cylinder mould is cast in the beam slab of reinforced concrete 13, and the free end of waterstop 5 is embedding
Enter in the concrete of beam, the deadweight of the original state sun-dried mud brick in cylinder mould and the earth-grasping force for being integrally formed generation with ground enhance anti-floating ability.
Claims (9)
1. a kind of cylinder mould, it is characterised in that：It includes at least one cylinder（1）And at least one end cap（2）, and at least one
Cylinder（1）It is connected with an end cap（2）.
2. a kind of cylinder mould according to claim 1, it is characterised in that：Cylinder（1）Between and cylinder（1）With end cap（2）It
Between contact surface at least two interfaces one（3）With interface two（4）, and interface one（3）With interface two（4）Do not exist
In same horizontal plane.
3. a kind of cylinder mould according to claim 1, it is characterised in that：The cylinder（1）Upper and lower side at least one end connect
Have channel-shaped cross sectional plates or horn shape cross sectional plates or the two have.
4. a kind of cylinder mould according to claim 2, it is characterised in that：The interface one（3）With interface two（4）For one
Folded plate face is planted, is serrated or concavo-convex or hole is pin-shaped, and mating surface is skewed.
5. a kind of cylinder mould according to claim 1, it is characterised in that：The end cap（2）Outside can also be set up at least for one week
One waterstop（5）.
6. a kind of cylinder mould according to claim 1, it is characterised in that：The cylinder（1）Centre be cone cylinder（6）, two ends
Respectively big cylinder（7）With small cylinder（8）, cylinder（1）The cyclic reinforcing rib of inner or outer side at least one（9）.
7. the concrete dense-rib plate that a kind of cylinder mould as described in any one of claim 1~6 is constituted with concrete, it is characterised in that：End cap（2）
In cylinder（1）Top or/and lower section, end cap（2）On waterstop（5）Embedded reinforced concrete（13）It is interior, cylinder（1）Inside filling
There is insulation material（11）Or anti-floating weight or insulation material（11）And heater（12）.
8. a kind of construction method of concrete dense-rib plate according to claim 7, it is characterised in that：Construction procedure is：
1）Cylinder（1）, end cap（2）And angle brace（10）In factory's making, transport job site to；
2）The gap reserved on end template at the construction field (site) by design requirement is to cylinder（1）Arranged；
3）In cylinder（1）Top covers end cap（2）, in end cap（2）Top surface by design want installation plate muscle, in cylinder（1）Between
Gap arranges beam muscle by design requirement；
4）In end cap（2）Top surface and cylinder（1）Pour concrete in gap, cylinder（1）And end cap（2）It is cast in reinforced concrete（13）
In beam slab.
9. a kind of construction method of concrete dense-rib plate according to claim 7, it is characterised in that：Construction procedure is：
1）Cylinder（1）, end cap（2）In factory's making, transport job site to；
2）In foundation ditch（14）By the position of design requirement by cylinder on bottom surface（1）Static pressure enters in foundation soil and cuts out cylinder（1）Between
Soil, then by end cap（2）It is buckled in cylinder（1）Top surface, so as to complete the making of cylinder mould, install and fixed；
3）The reinforcing bar of design requirement installation plate is pressed in the upper end of cylinder mould, the reinforcing bar of design arrangement beam is pressed in the gap between cylinder mould；
4）Pour concrete and fully vibrated around the cylinder mould and in gap, cylinder mould is cast in reinforced concrete（13）It is interior.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107687220A (en) * | 2017-09-28 | 2018-02-13 | 贵州皆盈科技开发有限公司 | A kind of prefabricated rib and construction method as concrete superstructure template |
| CN115492375A (en) * | 2022-09-21 | 2022-12-20 | 中国一冶集团有限公司 | Vibratile polygonal aluminum formwork for cast-in-situ open-web grid and construction method |
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| CN107687220A (en) * | 2017-09-28 | 2018-02-13 | 贵州皆盈科技开发有限公司 | A kind of prefabricated rib and construction method as concrete superstructure template |
| CN115492375A (en) * | 2022-09-21 | 2022-12-20 | 中国一冶集团有限公司 | Vibratile polygonal aluminum formwork for cast-in-situ open-web grid and construction method |
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Application publication date: 20170908 |