CN106142337B - A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof - Google Patents
A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof Download PDFInfo
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- CN106142337B CN106142337B CN201510194807.8A CN201510194807A CN106142337B CN 106142337 B CN106142337 B CN 106142337B CN 201510194807 A CN201510194807 A CN 201510194807A CN 106142337 B CN106142337 B CN 106142337B
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- China
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- dry concrete
- ribbing
- bottom plate
- extrusion molding
- molding dies
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Classifications
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- 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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- 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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
-
- 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
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
The present invention relates to a kind of building floors, more particularly to a kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof.This method comprises: being laid with reinforced mesh and deformed bar in extrusion molding dies, while setting up rib of slab spacer bar；Prestressed reinforcement of tensioning；Extrusion forming in extrusion molding dies will be expected under dry concrete；It is conserved in the top covering curing film of molding dry concrete bottom plate with ribbing；After molding rigid concrete bottom plate with ribbing reaches intensity, deformed bar is cut off, retains beard muscle；Starting board.The mechanical-moulded dry concrete bottom plate with ribbing can be with mechanization production, and product quality is accurate, curing cycle is short, low in cost.The features such as production method has production simple, and size is accurate, and intensity is high, and rigidity is big, from heavy and light, saves amount of reinforcement, reliable in quality, convenient transportation.
Description
Technical field
The present invention relates to a kind of building floor, more particularly to a kind of mechanical-moulded dry concrete bottom plate with ribbing and its
Production method.
Background technique
In traditional building floor design and construction, generally use cast-in-place concrete floor form, due to steel bar meter,
Binding, template construct and support, concreting and maintenance form to be completed at the construction field (site), to processing site, labour cost,
Template use causes larger waste, while also foring pollution to building surrounding enviroment.
The application of laminated floor slab technology solves this problem, which is after the bottom plate of floor is prefabricated in the factory,
It transports to construction site, is placed in architecture storey position by design requirement lifting, and arrange certain reinforcing bar on it, then pour mixed
Solidifying soil forms prefabricated plus cast-in-place laminated floor slab, and such prefabricated panel can be removed from as the template of cast-in-place part thereon
The bed die process of support floor, saves a large amount of templates and labour cost, accelerates construction speed, meanwhile, it is set in prefabricated panel
The bottom steel bar stress that the reinforcing bar set can be used as superimposed sheet uses, and reduces the processing capacity of live reinforcing bar, has saved processing space
Ground.
But it since the traditional technology of mold forming is still built in the production of precast concrete bottom plate using moist concrete, is artificially done
It is pre- to influence, so that Product Precision, quality are difficult to ensure, it concurrently there are that curing period is long, production efficiency is low, the drawbacks such as at high cost.
Summary of the invention
In view of the above-mentioned problems, the purpose of the present invention is to provide a kind of mechanical-moulded dry concrete bottom plate with ribbing and its
Production method.The mechanical-moulded dry concrete bottom plate with ribbing can with mechanization production, product quality precisely, curing cycle
It is short, low in cost.Production method has production simple, and size is accurate, and intensity is high, and rigidity is big, from heavy and light, saves amount of reinforcement,
The features such as reliable in quality, convenient transportation.
To achieve the goals above, the invention adopts the following technical scheme:
A kind of production method of mechanical-moulded dry concrete bottom plate with ribbing, this method comprises:
It is laid with reinforced mesh and deformed bar in extrusion molding dies, while setting up rib of slab spacer bar；
Prestressed reinforcement of tensioning；
Extrusion forming in extrusion molding dies will be expected under dry concrete.
It is described to expect that extrusion forming includes: in extrusion molding dies under dry concrete
Prepared dry concrete is packed into concrete shaping equipment；
The concrete shaping equipment is set to the top of extrusion molding dies and sets along extrusion molding dies two sides
Some track travels, the concrete shaping equipment will be expected in extrusion molding dies, simultaneously under dry concrete automatically
It vibrates to dry concrete baseplate molding with ribbing.
This method further comprises:
It is conserved in the top covering curing film of molding dry concrete bottom plate with ribbing；
After molding dry concrete bottom plate with ribbing reaches intensity, deformed bar is cut off, retains beard muscle；
Starting board.
It is laid with before reinforced mesh and deformed bar in extrusion molding dies, this method further comprises:
Diaphragm agent is smeared on the inner wall of extrusion molding dies.
This method further comprises:
Pass through the both ends of the fixed deformed bar of presstressed reinforcing steel anchorage.
This method further comprises:
When by extrusion forming in extrusion molding dies is expected under dry concrete, lifting hole(eyelet) is reserved on rib of slab.
A kind of mechanical-moulded dry concrete bottom plate with ribbing, the mechanical-moulded dry concrete bottom plate with ribbing use
Dry concrete extrusion forming, including floor body and at least one rib of slab, the rib of slab are set to bottom plate along its length
The side of main body is equipped with reinforced mesh and deformed bar in the floor body, is equipped in the rib of slab and is erected at pre- answer
Rib of slab spacer bar on power reinforcing bar.
The deformed bar is arranged along the length direction of mechanical-moulded dry concrete bottom plate with ribbing, the prestressing force
The both ends of reinforcing bar are stretched out by the both ends of the mechanical-moulded dry concrete bottom plate with ribbing, form beard muscle.
The both ends of the rib of slab are respectively equipped with a lifting hole(eyelet) convenient for lifting.
The upper surface of the mechanical-moulded dry concrete bottom plate with ribbing, which is equipped with, to be made to force processing by machine printed
Plucking.
The invention has the advantages and beneficial effects that:
1. the demand for development that the present invention meets China's architectural industrialization and green building；
2. the mechanical-moulded dry concrete bottom plate with ribbing of the present invention is to be processed in component factory using machinery standardization
It completes, concrete has been abandoned traditional moist concrete and built, used dry concrete instead, avoid moist concrete formation by people
Work influences the shortcomings that big, curing cycle is long, quality is difficult to ensure, simultaneously as the mechanical equipment for using automatic moulding carries out
Production effectively increases the production precision of bottom plate, saves cost of labor, greatly shortens concrete curing period, therefore, this patent
It is a kind of new technology novel, low in cost, that high-volume mechanization production can be carried out.
3. big bright in-site installation is convenient, construction site does not have to set up scaffold and template substantially, accelerates speed of application, section
About construction cost reduces a large amount of on-site wet operation amount；
4. the mechanical-moulded dry concrete bottom plate with ribbing of the present invention can increase strengthening floor slab rigidity, increases laminated floor slab and use
Span contributes stress little concrete using light material replacement, can mitigate floor self weight, reduce amount of reinforcement.
5. the present invention, in machine automatization forming process, the rib of slab of formation can effectively increase the rigidity of floor, building is increased
Plate is applicable in span, meanwhile, the concrete rib of slab between little to the contribution of laminated floor slab entirety stress is replaced using light material
Generation, and self weight and the arrangement of reinforcement of floor can be greatly reduced.
6. the mechanical-moulded dry concrete bottom plate with ribbing of the present invention can be widely used in cast-in-place concrete structure, assembly
Among the almost all kinds of civilian floor with industrial building such as monolithic construction, masonry structure and steel construction.
Detailed description of the invention
Fig. 1 is the production line schematic diagram of the mechanical-moulded dry concrete bottom plate with ribbing of the present invention；
Fig. 2 is the floor map of the mechanical-moulded dry concrete bottom plate with ribbing of the present invention；
Fig. 3 is A-A cross-sectional view in Fig. 2；
Fig. 4 is B-B cross-sectional view in Fig. 2；
Fig. 5 a is the scale diagrams of the mechanical-moulded dry concrete of present invention base plate performance test with ribbing；
Fig. 5 b is the longitudinal sectional view of Fig. 5 a；
Fig. 5 c is the transverse sectional view of Fig. 5 a；
Fig. 6 is the displacement meter layout drawing of the mechanical-moulded dry concrete of present invention base plate performance test with ribbing；
Fig. 7 is the loading scheme figure of the mechanical-moulded dry concrete of present invention base plate performance test with ribbing.
Wherein: 1 is extrusion molding dies, and 2 be reinforced mesh, and 3 be deformed bar, and 4 be rib of slab, 5 rib of slab spacer bars,
6 be presstressed reinforcing steel anchorage, and 7 be dry concrete, and 8 be concrete shaping equipment, and 9 be track, and 10 be beard muscle, and 11 are
Light material, 12 be lifting hole(eyelet).
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawing.
As shown in Figure 1, a kind of production method of mechanical-moulded dry concrete bottom plate with ribbing of the present invention includes:
It is laid with reinforced mesh 2 and deformed bar 3 in extrusion molding dies 1 in production line, while setting up rib of slab branch
Support reinforcing bar 5；
Pass through the both ends of the fixed deformed bar 3 of presstressed reinforcing steel anchorage 6, prestressed reinforcement of tensioning 3；
Extrusion forming in extrusion molding dies 1 will be expected under dry concrete；
It is conserved in the top covering curing film of molding dry concrete bottom plate with ribbing；
After molding dry concrete bottom plate with ribbing reaches intensity, deformed bar 3 is cut off, retains beard muscle 10；
Starting board is piled up to rickyard.
It is described to expect that extrusion forming includes: in extrusion molding dies 1 under dry concrete
Dry concrete proportion is carried out by design and calculates concrete amount, by the dry concrete 7 prepared by expecting
Bucket pours into concrete shaping equipment 8；
The concrete shaping equipment 8 is set to the top of extrusion molding dies 1 and along 1 liang of extrusion molding dies
The track 9 that side is equipped with is walked, and the concrete shaping equipment 8 will expect extrusion molding dies under dry concrete automatically
It in 1 and vibrates to dry concrete baseplate molding with ribbing, staff carries out stand-by supervision.
After molding, for the ease of starting board, it is laid with before reinforced mesh 2 and deformed bar 3 in extrusion molding dies 1,
Diaphragm agent is smeared on the inner wall of extrusion molding dies 1.
After molding, for the ease of starting board lifting, extrusion forming in extrusion molding dies 1 will be being expected under dry concrete
When, lifting hole(eyelet) 12 is reserved on rib of slab 4.
As in Figure 2-4, the mechanical-moulded dry concrete bottom plate with ribbing uses dry concrete extrusion forming,
Including floor body and at least one rib of slab 4, the rib of slab 4 is set to the side of floor body, the bottom plate along its length
It is equipped with reinforced mesh 2 and deformed bar 3 in main body, is equipped with the rib of slab branch being erected on deformed bar 3 in the rib of slab 4
Support reinforcing bar 5.
The deformed bar 3 is arranged along the length direction of mechanical-moulded dry concrete bottom plate with ribbing, described pre- to answer
The both ends of power reinforcing bar 3 are stretched out by the both ends of the mechanical-moulded dry concrete bottom plate with ribbing, form beard muscle 10.The beard
Muscle 10 and supporting beam one-piece casting have good globality.
The both ends of the rib of slab 4 are respectively equipped with a lifting hole(eyelet) 12 convenient for lifting, to realize mobile, stacking or lifting
Liberalization, bring convenience to production, transport and installation.Light material 11 is laid on the floor body between rib of slab 4, such as
Benzene plate, lightweight concrete, plastics cavity etc..
The mechanical-moulded dry concrete bottom plate with ribbing of the present invention by dry concrete disposable machine uniformly extrusion forming, by
It is mechanical-moulded instead of artificial cloth mould, by plsitive mold instead of traditional steel die, by dry concrete instead of
Moist concrete greatly improves production efficiency, saves die cost, shortens curing cycle.
Laminated floor slab made of mechanical-moulded dry concrete bottom plate with ribbing is adopted through the invention, reinforced mesh 2 and pre-
Stress reinforcing bar 3 undertakes bending resistance before forming laminated floor slab and controls the effect of amount of deflection, participates in undertaking flooring after forming laminated floor slab
Load action is no longer equipped with bending resistance truss bars, avoids truss bars and only hang in bottom plate compared with girder rib laminated floor slab
Play a role phenomenon when dress, saves a large amount of reinforcing bars.
In mechanical presses forming process, the rib of slab 4 of formation can effectively increase the rigidity of floor, increase floor be applicable in across
Degree.Concrete between rib of slab 4 is substituted using light material, can greatly reduce self weight and the arrangement of reinforcement of floor.Machine of the invention
Pressure hair pulling treatment is made using machine printed in the upper surface of tool molding dry concrete bottom plate with ribbing, meets superposed surfaces coagulation
Native shearing resistance problem.So that plucking scale more standardizes accurately, artificial hacking randomness bring security risk is eliminated.
It makes a service test below to the mechanical-moulded dry concrete of 2000mm × 4800mm bottom plate with ribbing:
As shown in Fig. 5 a-7, this test is loaded using sandbag graded loading way.Loads at different levels are respectively as follows:
2.50KN/m2、3.15KN/m2、3.56KN/m2、3.83KN/m2、4.10KN/m2、4.36KN m2、4.63KN/m2.It is loaded,
Load is unloaded step by step by loading scheme after the completion of load.
The mechanical-moulded dry concrete of 2000mm × 4800mm bottom plate each point displacement-payload data with ribbing is as follows: in table
Displacement unit is mm.
By above-mentioned test it is found that its performance of mechanical-moulded dry concrete bottom plate with ribbing satisfaction design of the invention is wanted
It asks, is 4.63kN/m in maximum working load2In the case where, the mid-span deflection of plate is only 13.01mm, far smaller than design specification
Defined 4800/200=24mm limit value, and concrete density is preferable, the factorial production quality is also easy to control.
Claims (5)
1. a kind of production method of mechanical-moulded dry concrete bottom plate with ribbing, which is characterized in that this method comprises:
In the inner laying reinforced mesh (2) of extrusion molding dies (1) and deformed bar (3), while setting up rib of slab spacer bar
(5)；
Prestressed reinforcement of tensioning (3)；
Extrusion molding dies (1) interior extrusion forming will be expected under dry concrete；
It is described to expect that extrusion molding dies (1) interior extrusion forming includes: under dry concrete
Prepared dry concrete is packed into concrete shaping equipment (8)；
The concrete shaping equipment (8) is set to the top of extrusion molding dies (1) and along extrusion molding dies (1)
Track (9) walking that two sides are equipped with, the concrete shaping equipment (8) will be expected under dry concrete automatically to be squeezed into
In pattern tool (1) and vibrate to dry concrete baseplate molding with ribbing.
2. method according to claim 1, which is characterized in that this method further comprises:
It is conserved in the top covering curing film of molding dry concrete bottom plate with ribbing；
It after molding dry concrete bottom plate with ribbing reaches intensity, cuts off deformed bar (3), retains beard muscle (10)；
Starting board.
3. method according to claim 1, which is characterized in that in the inner laying reinforced mesh (2) of extrusion molding dies (1) and in advance
Before stress reinforcing bar (3), this method further comprises:
Diaphragm agent is smeared on the inner wall of extrusion molding dies (1).
4. pressing method of any of claims 1-3, which is characterized in that this method further comprises:
Pass through the both ends of presstressed reinforcing steel anchorage (6) the fixed deformed bar (3).
5. pressing method of any of claims 1-3, which is characterized in that this method further comprises:
When will expect extrusion molding dies (1) interior extrusion forming under dry concrete, lifting hole(eyelet) is reserved on rib of slab (4)
(12)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510194807.8A CN106142337B (en) | 2015-04-22 | 2015-04-22 | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510194807.8A CN106142337B (en) | 2015-04-22 | 2015-04-22 | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106142337A CN106142337A (en) | 2016-11-23 |
| CN106142337B true CN106142337B (en) | 2019-08-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510194807.8A Active CN106142337B (en) | 2015-04-22 | 2015-04-22 | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111037708B (en) * | 2019-12-30 | 2020-09-11 | 山东鸿琨住工科技有限公司 | Preparation process of prefabricated composite floor slab for fabricated building |
| CN112609880A (en) * | 2020-12-15 | 2021-04-06 | 河北工业大学 | Prefabricated bottom plate with cast-in-place surface and construction method |
| CN113263615B (en) * | 2021-06-08 | 2022-09-20 | 吉林建筑大学 | Method for preparing bidirectional prestressed concrete laminated slab bottom plate by using large platform |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063868U (en) * | 1989-09-21 | 1990-10-17 | 岑武祥 | Prefabricated structural member extrusion shaper |
| CN101327613A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| JP4339640B2 (en) * | 2003-07-16 | 2009-10-07 | 旭化成建材株式会社 | Method and apparatus for manufacturing lightweight cellular concrete board |
| CN203429848U (en) * | 2013-06-28 | 2014-02-12 | 湖北弘毅建筑装饰工程有限公司 | T-shaped rib frame honeycomb composite floor slab |
-
2015
- 2015-04-22 CN CN201510194807.8A patent/CN106142337B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063868U (en) * | 1989-09-21 | 1990-10-17 | 岑武祥 | Prefabricated structural member extrusion shaper |
| JP4339640B2 (en) * | 2003-07-16 | 2009-10-07 | 旭化成建材株式会社 | Method and apparatus for manufacturing lightweight cellular concrete board |
| CN101327613A (en) * | 2007-06-22 | 2008-12-24 | 邱则有 | Method for manufacturing pre-fabricated reinforced concrete plate with rib |
| CN203429848U (en) * | 2013-06-28 | 2014-02-12 | 湖北弘毅建筑装饰工程有限公司 | T-shaped rib frame honeycomb composite floor slab |
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| CN106142337A (en) | 2016-11-23 |
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