CN105904580A - Precast concrete hollow slab die adopting rubber pipe pore forming - Google Patents
Precast concrete hollow slab die adopting rubber pipe pore forming Download PDFInfo
- Publication number
- CN105904580A CN105904580A CN201610360214.9A CN201610360214A CN105904580A CN 105904580 A CN105904580 A CN 105904580A CN 201610360214 A CN201610360214 A CN 201610360214A CN 105904580 A CN105904580 A CN 105904580A
- Authority
- CN
- China
- Prior art keywords
- side plate
- rubber pipe
- concrete hollow
- hole
- hollow slab
- 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
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/164—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes for plates, panels, or similar sheet- or disc-shaped articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
- B28B7/32—Cores; Mandrels adjustable, collapsible, or expanding inflatable
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A precast concrete hollow slab die adopting rubber pipe pore forming comprises a rectangular framework. The rectangular framework comprises a first side plate and a second side plate which are in parallel, and the first side plate and the second side plate are connected through a third side plate and a fourth side plate which are in parallel. The die has the advantages that a rubber inflation pipe serves as a forming hole die of concrete hollow slabs, workers do not need to operate the hole die when concrete reaches initial setting strength, the concrete structure cannot be damaged, demoulding is convenient, the yield is high, inflation and exhaust of the rubber inflation pipe can be finished through unified control of equipment, production efficiency of the concrete hollow slabs are greatly improved, labor intensity of the workers is reduced, industrial production can be achieved, the rubber inflation pipe is simple in processing technology and can be produced in batches, and manufacturing cost is low.
Description
Technical field
The present invention relates to a kind of concrete hollow board forming die, a kind of use the prefabricated of rubber tube pore-forming
The mould of concrete core slab.
Background technology
Hollow concrete prefabricated panel is a kind of common prefabricated components of assembled-type house, has lightweight, sound insulation, protects
Temperature, the advantage such as easy layout of pipeline.The concrete prefabricated wallboard of conventional hollow when making is all in casting mold is inserted into metal
Core or steel pipe do casement, when concrete reaches initial setting strength, and manual rotation or twitch casement, allow concrete depart from casement,
After concrete reaches final set strength, metal inside casement is extracted out.Human subjective is needed owing to whether concrete reaches initial setting strength
Judging, error is relatively big, production process often occurs walls concrete structural failure or concrete excessive solidification cause casement without
Method take out situation, yield rate is relatively low, manual rotation or twitch casement inefficient, the labor intensity of workman is higher, unfavorable
In industrialized production, and owing to the length of metal casement is the most all at about 3 meters, difficulty of processing is relatively big, manufactures and raw material
Cost is the highest.
Summary of the invention
It is an object of the invention to provide the mould of a kind of prefabricated concrete hollow slab using rubber tube pore-forming, it can solve
The deficiency that certainly prior art exists.
The present invention for achieving the above object, is achieved through the following technical solutions: include that rectangular frame, rectangular frame include phase
The first the most parallel side plate and the second side plate, between the first side plate and the second side plate respectively by the 3rd side plate that is parallel to each other and
4th side plate is connected, and the first side plate is offered at least one first through hole, with each first through hole correspondence position on the second side plate
Offer the second through hole, the first riser is set outside the first side plate, the first riser arranges first with each first through hole correspondence position
Mounting seat, each first mounting seat is all offered through hole, and each through hole is all connected with breather line, and breather line is closed conduct, logical
Feed channel one end arranges air inlet/outlet, installs sealed valve at air inlet/outlet, arranges the second riser outside the second side plate, and second stands
On plate, the second mounting seat is set with each second through hole correspondence position, inflated rubber is installed between the first mounting seat and the second mounting seat
Pipe, inflated rubber pipe two ends are socketed on the outer wall of the first mounting seat and the second mounting seat respectively, and inflated rubber pipe leads to from first
Hole and the second through hole pass, bed die, the first riser and the second riser is set bottom rectangular frame and connects with rectangular frame or bed die
Connect.3rd side plate Basolateral arranges the first horizontal flanging, and the 4th side plate Basolateral arranges the second horizontal flanging, the first side plate
It is connected by the first horizonal base plate between bottom with the first riser bottom, passes through between the second side plate bottom and the second riser bottom
Second horizonal base plate connect, the first horizontal flanging, the second horizontal flanging, the first horizonal base plate and the second horizonal base plate bottom surface all with
Bed die contacts.Inflated rubber pipe outer wall between first side plate and the second side plate arranges convex tendon, and convex tendon is along the length of inflated rubber pipe
Degree direction is arranged.The cross section of described convex tendon is isosceles trapezoid.The angle of the angle α between two inclined-planes of described convex tendon is
40 °-60 °, the junction of two inclined-planes and inflated rubber pipe arranges the fillet that radius is 1mm-5mm.First side plate and the second side
Inflated rubber tube section between plate is circular.Inflated rubber tube section between first side plate and the second side plate is Long Circle.
Inflated rubber tube section between first side plate and the second side plate is pentagon.Rubber between first side plate and the second side plate fills
Trachea cross section is hexagon.
It is an advantage of the current invention that: use inflated rubber pipe as the molding casement of concrete core slab, be not required to work people
Casement is operated by member when concrete reaches initial setting strength, will not damage xoncrete structure, be convenient in demoulding, and yield rate is high,
The inflation of inflated rubber pipe and bleeding all can be uniformly controlled by equipment, is conducive to concrete core slab is substantially improved
Production efficiency, reduces the labor intensity of workman, can realize industrialized production, and inflated rubber pipe processing technique is simple, can give birth in batches
Produce, cheap for manufacturing cost etc..
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
Fig. 2 is the A-A sectional structure schematic diagram of Fig. 1；
Fig. 3 is the structural representation on inflated rubber pipe of the present invention with convex tendon；
Fig. 4 is the B-B sectional structure schematic diagram of Fig. 3；
Fig. 5 is C-C section view structure for amplifying schematic diagram in Fig. 4；
Fig. 6 is the cross section structure schematic diagram of inflated rubber pipe of the present invention, and the cross section of inflated rubber pipe shown in figure is circular；
Fig. 7 is the cross section structure schematic diagram of inflated rubber pipe of the present invention, and the cross section of inflated rubber pipe shown in figure is oval
Shape；
Fig. 8 is the cross section structure schematic diagram of inflated rubber pipe of the present invention, and the cross section of inflated rubber pipe shown in figure is five limits
Shape；
Fig. 9 is the cross section structure schematic diagram of inflated rubber pipe of the present invention, and the cross section of inflated rubber pipe shown in figure is six limits
Shape.
Detailed description of the invention
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming of the present invention includes rectangular frame, rectangle frame
Frame includes the first side plate 1 and the second side plate 2 being parallel to each other, respectively by being parallel to each other between the first side plate 1 and the second side plate 2
The 3rd side plate 3 be connected with the 4th side plate 4, the first side plate 1 is offered at least one first through hole 5, with each on the second side plate 2
First through hole 5 correspondence position offers the second through hole 6, arranges the first riser 7, with each first on the first riser 7 outside the first side plate 1
Through hole 5 correspondence position arranges the first mounting seat 8, and each first mounting seat 8 is all offered through hole 9, each through hole 9 all with breather line 10
Connecting, breather line 10 is closed conduct, and breather line 10 one end arranges air inlet/outlet 11, installs and seal valve at air inlet/outlet 11
Door 12, arranges the second riser 16, the second riser 16 arranges the second peace with each second through hole 6 correspondence position outside the second side plate 2
Dress seat 13, installs inflated rubber pipe 14 between the first mounting seat 8 and the second mounting seat 13, inflated rubber pipe 14 two ends are socketed respectively
On the outer wall of the first mounting seat 8 and the second mounting seat 13, inflated rubber pipe 14 passes from the first through hole 5 and the second through hole 6,
Arranging bed die 15 bottom rectangular frame, the first riser 7 and the second riser 16 are connected with rectangular frame or bed die 15.Make concrete
During cored slab, being passed through compressed gas at air inlet/outlet 11, compressed gas enters each inflated rubber pipe 14 along breather line 10, pressure
After contracting gas reaches the force value of regulation, close sealed valve 12 and carry out pressurize, and in rectangular frame, pour into a mould concrete, cast
After, use vibrations equipment to make bed die 15 shake, make concrete compaction, after concrete curing reaches final set strength, use true
Empty pump connects air inlet/outlet 11, outwards bleeds from breather line 10, produces negative pressure, inflated rubber pipe in making each inflated rubber pipe 14
14 outer walls depart from concrete voluntarily, take out in the hole that now can be formed from concrete slab by inflated rubber pipe 14 easily,
Realize the demoulding.The present invention uses inflated rubber pipe 14 as the casement of one-tenth punch die, and after concrete reaches final set strength, rubber fills
Trachea 14 can separate with concrete voluntarily, is not required to staff and operates casement when concrete reaches initial setting strength,
Will not damage xoncrete structure, be convenient in demoulding, yield rate is high, the inflation of inflated rubber pipe 14 and bleed all can be unified by equipment
Control, be conducive to being substantially improved the production efficiency of concrete core slab, reduced the labor intensity of workman, industry can be realized
Metaplasia is produced, and inflated rubber pipe 14 processing technique is simple, can be mass, and manufacturing cost is well below metal casement.First riser 7
With the length that the second riser 16 can limit inflated rubber pipe 14, prevent concrete cast time inflated rubber pipe 14 pressurized after
There is longitudinal extension, make the situation that casement diameter attenuates, it is ensured that the through-hole diameter of concrete core slab can reach to design requirement.
Inflated rubber pipe 14 two ends are socketed with mounting seat, and mounting seat is able to ensure that inflated rubber pipe 14 two ends keep shape, it is to avoid cast
During concrete, inflated rubber pipe 14 two ends are by concrete pressurizing and deformation.
The present invention, in order to improve the stability of rectangular frame, can use following structure: the 3rd side plate 3 Basolateral arranges
One horizontal flanging 17, the 4th side plate 4 Basolateral arranges the second horizontal flanging 18, the first side plate 1 bottom and the first riser 7 bottom
Between connected by the first horizonal base plate 19, by the second horizonal base plate between the second side plate 2 bottom and the second riser 16 bottom
20 connect, and first horizontal flanging 17, second horizontal flanging the 18, first horizonal base plate 19 and the second horizonal base plate 20 bottom surface are all and the end
Mould 15 contacts.This structure can be significantly increased the contact area of rectangular frame and bed die 15, rectangle frame when preventing bed die 15 from shaking
Frame is subjected to displacement, additionally it is possible to effectively prevent concrete to be extruded from the cooperation position between rectangular frame and bed die 15.
In order to strengthen the crush resistance strength of inflated rubber pipe 14, can suitably the wall thickness of inflated rubber pipe 14 be done greatly, but wall
Cause inflated rubber pipe 14 cannot shrink smoothly under suction function thicker than conference, increase demoulding difficulty.The present invention solves
Stating problem, can arrange convex tendon 21 by inflated rubber pipe 14 outer wall between the first side plate 1 and the second side plate 2, convex tendon 21 is along rubber
The length direction of gas tube 14 is arranged.Convex tendon 21 can inflated rubber pipe 14 by concrete extrusion time good supportive is provided, anti-
Only inflated rubber pipe 14 is deformed by concrete extrusion, inflated rubber pipe when inflated rubber pipe 14 is outwards bled, between convex tendon 21
14 sidewalls can deform under suction function, makes inflated rubber pipe 14 shrink smoothly.
Convex tendon 21 of the present invention can use various shape, the such as cross section of convex tendon 21 can be rectangle, triangle etc.,
The most preferably it is shaped as: the cross section of described convex tendon 21 is isosceles trapezoid.When inflated rubber pipe 14 shrinks, cross section is isosceles
The trapezoidal pressure between convex tendon 21 sidewall and concrete is relatively low, will not produce bigger frictional force, and ejection resistance is relatively low, and
Self-strength is higher, it is possible to provide bigger support force for inflated rubber pipe 14.
The present invention, in order to reduce the ejection resistance of inflated rubber pipe 14 further, can use following technical proposals: described convex
The angle of the angle α between two inclined-planes of muscle 21 is 40 °-60 °, and the junction of two inclined-planes and inflated rubber pipe 14 arranges half
Footpath is the fillet of 1mm-5mm.The program is ensureing that convex tendon 21 self has sufficient intensity, during the demoulding will not on the basis of breakage,
Pressure between convex tendon 21 sidewall and concrete is minimum, and ejection resistance is minimum, two inclined-planes and inflated rubber pipe 14 during the demoulding
The fillet of junction it can be avoided that during the demoulding concrete herein come off.
The cross section of the inflated rubber pipe 14 between the first side plate 1 of the present invention and the second side plate 2 can use various shape,
Such as:
Inflated rubber pipe 14 cross section between first side plate 1 and the second side plate 2 can be circle, Long Circle, pentagon or six limits
Shape.Circular inflated rubber pipe makes simple, rational in infrastructure survivable and easy maintenance, and during use, the demoulding is more convenient, becomes
The wallboard strength of type is higher.Wallboard quality after oblong inflated rubber pipe molding is lighter, installs casting concrete in hole when
More make wallboard almost be equal to cast-in-situ wall with agent structure stable connection, bigger hole be more convenient for hydroelectric line and
Other bigger equipment is laid and is installed.Pentagonal inflated rubber pipe makes simple, and after wall board forming, bond between fresh and hardened concretes is good, water
Electric line and other equipment are fixed easily location.Hexagonal inflated rubber pipe is in addition to having pentagon feature, and structure is more stable, system
The body of wall become is lighter.
Claims (9)
1. use the mould of the prefabricated concrete hollow slab of rubber tube pore-forming, it is characterised in that: include rectangular frame, rectangular frame
Including the first side plate (1) being parallel to each other and the second side plate (2), between the first side plate (1) and the second side plate (2), pass through phase respectively
The 3rd the most parallel side plate (3) is connected with the 4th side plate (4), and the first side plate (1) is offered at least one first through hole (5),
Second side plate (2) is upper offers the second through hole (6) with each first through hole (5) correspondence position, and the first side plate (1) outside arranges first and stands
Plate (7), the first riser (7) is upper arranges the first mounting seat (8), on each first mounting seat (8) with each first through hole (5) correspondence position
All offering through hole (9), each through hole (9) is all connected with breather line (10), and breather line (10) is closed conduct, breather line
(10) one end arranges air inlet/outlet (11), and sealed valve (12) is installed at air inlet/outlet (11) place, and the second side plate (2) outside arranges the
Two risers (16), the second riser (16) is upper arranges the second mounting seat (13), the first mounting seat with each second through hole (6) correspondence position
(8) installing inflated rubber pipe (14) and between the second mounting seat (13), inflated rubber pipe (14) two ends are socketed in the first peace respectively
Dress seat (8) is with on the outer wall of the second mounting seat (13), and inflated rubber pipe (14) is worn from the first through hole (5) and the second through hole (6)
Cross, bed die (15), the first riser (7) and the second riser (16) are set bottom rectangular frame and connect with rectangular frame or bed die (15)
Connect.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Three side plates (3) Basolateral arranges the first horizontal flanging (17), and the 4th side plate (4) Basolateral arranges the second horizontal flanging
(18), it is connected by the first horizonal base plate (19) between the first side plate (1) bottom with the first riser (7) bottom, the second side plate (2)
It is connected by the second horizonal base plate (20) between bottom with the second riser (16) bottom, the first horizontal flanging (17), the second level
Flanging (18), the first horizonal base plate (19) all contact with bed die (15) with the second horizonal base plate (20) bottom surface.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Inflated rubber pipe (14) outer wall between side plate (1) and the second side plate (2) arranges convex tendon (21), and convex tendon (21) is along inflated rubber
The length direction of pipe (14) is arranged.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 3, it is characterised in that: institute
The cross section stating convex tendon (21) is isosceles trapezoid.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 4, it is characterised in that: institute
The angle stating the angle α between two inclined-planes of convex tendon (21) is 40 °-60 °, two inclined-planes and the connection of inflated rubber pipe (14)
Place arranges the fillet that radius is 1mm-5mm.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Inflated rubber pipe (14) cross section between side plate (1) and the second side plate (2) is circular.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Inflated rubber pipe (14) cross section between side plate (1) and the second side plate (2) is Long Circle.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Inflated rubber pipe (14) cross section between side plate (1) and the second side plate (2) is pentagon.
The mould of the prefabricated concrete hollow slab of employing rubber tube pore-forming the most according to claim 1, it is characterised in that: the
Inflated rubber pipe (14) cross section between side plate (1) and the second side plate (2) is hexagon.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520359003 | 2015-05-29 | ||
| CN2015203590034 | 2015-05-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105904580A true CN105904580A (en) | 2016-08-31 |
| CN105904580B CN105904580B (en) | 2018-04-06 |
Family
ID=56742356
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610360214.9A Active CN105904580B (en) | 2015-05-29 | 2016-05-27 | Using the mould of the prefabricated concrete hollow slab of rubber tube pore-forming |
| CN201620495151.3U Active CN205889490U (en) | 2015-05-29 | 2016-05-27 | Adopt empty core plate's of precast concrete of rubber tube pore -forming mould |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620495151.3U Active CN205889490U (en) | 2015-05-29 | 2016-05-27 | Adopt empty core plate's of precast concrete of rubber tube pore -forming mould |
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| Country | Link |
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| CN (2) | CN105904580B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541490A (en) * | 2016-12-22 | 2017-03-29 | 华侨大学 | A kind of preparation facilitiess and its using method of prefabricated connecting hole |
| CN106956350A (en) * | 2017-03-23 | 2017-07-18 | 荆门创佳机械科技有限公司 | A kind of surface has reeded air-entrained concrete building block and preparation method |
| CN108501189A (en) * | 2018-04-19 | 2018-09-07 | 山东省建设发展研究院 | Equipment for manufacturing multi-row-hole autoclaved aerated concrete blocks |
| CN111648520A (en) * | 2020-06-12 | 2020-09-11 | 建华建材(吉林)有限公司 | Prefabricated part and method for producing hollow concrete prefabricated unit by using same |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105904580B (en) * | 2015-05-29 | 2018-04-06 | 张波 | Using the mould of the prefabricated concrete hollow slab of rubber tube pore-forming |
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| CN205889490U (en) * | 2015-05-29 | 2017-01-18 | 张波 | Adopt empty core plate's of precast concrete of rubber tube pore -forming mould |
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- 2016-05-27 CN CN201620495151.3U patent/CN205889490U/en active Active
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| CN2586571Y (en) * | 2002-12-09 | 2003-11-19 | 朱成书 | Air-bag type gypsum building blocks die |
| CN2723599Y (en) * | 2004-08-28 | 2005-09-07 | 青岛吉尔工程橡胶有限公司 | Irregular rubber inflation core mold |
| CN101823289A (en) * | 2010-03-23 | 2010-09-08 | 江苏扬州合力橡胶制品有限公司 | Rubber mandrel |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106541490A (en) * | 2016-12-22 | 2017-03-29 | 华侨大学 | A kind of preparation facilitiess and its using method of prefabricated connecting hole |
| CN106956350A (en) * | 2017-03-23 | 2017-07-18 | 荆门创佳机械科技有限公司 | A kind of surface has reeded air-entrained concrete building block and preparation method |
| CN106956350B (en) * | 2017-03-23 | 2019-03-08 | 荆门创佳机械科技有限公司 | The production method that a kind of surface has reeded air-entrained concrete building block |
| CN108501189A (en) * | 2018-04-19 | 2018-09-07 | 山东省建设发展研究院 | Equipment for manufacturing multi-row-hole autoclaved aerated concrete blocks |
| CN111648520A (en) * | 2020-06-12 | 2020-09-11 | 建华建材(吉林)有限公司 | Prefabricated part and method for producing hollow concrete prefabricated unit by using same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN205889490U (en) | 2017-01-18 |
| CN105904580B (en) | 2018-04-06 |
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