CN106192656A - A kind of stagger arrangement link floor file block and production method thereof - Google Patents
A kind of stagger arrangement link floor file block and production method thereof Download PDFInfo
- Publication number
- CN106192656A CN106192656A CN201610560178.0A CN201610560178A CN106192656A CN 106192656 A CN106192656 A CN 106192656A CN 201610560178 A CN201610560178 A CN 201610560178A CN 106192656 A CN106192656 A CN 106192656A
- Authority
- CN
- China
- Prior art keywords
- floor file
- monolithic
- coaming plate
- stagger arrangement
- metal coaming
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/065—Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives
-
- 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
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
Landscapes
- 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)
- Floor Finish (AREA)
Abstract
The present invention provides a kind of stagger arrangement link floor file block and production method thereof.This stagger arrangement link floor file block includes that floor file monolithic, the perimembranous of described floor file monolithic are provided with the attachment structure being flexibly connected in order to it with adjacent floor file monolithic；Several floor file monolithic staggered arrangement are also mutually flexibly connected through attachment structure, constitute stagger arrangement link floor file block.Wherein the production method of floor file monolithic comprises the following steps: 1, making metal coaming plate, all sides of metal coaming plate are provided with puncture mouth；On metal coaming plate week side relative to two puncture mouths between be also associated with strengthening connecting rod.2, in the bottom surface of metal coaming plate, installation pours base plate, pours on base plate with jog.3, casting concrete, and carry out surface press polish, after maintenance to concrete setting, remove and pour base plate, form floor file monolithic.The present invention is a kind of being directly laid on nature soil layer, for depositing thing or vehicle to run, the highest to surface layer flatness requirement, but can reach application target and laying and remove easily, and reusable temporary facility.
Description
Technical field
The present invention relates to New Building Materials technical field, be specifically related to a kind of being directly laid on nature soil layer, supply
Deposit thing or vehicle to run, the highest to surface layer flatness requirement, but application target and laying can be reached and remove easily, and
Reusable stagger arrangement link floor file block and production method thereof.
Background technology
On natural soil layer ground at the construction field (site), for easy construction, it usually needs pour a layer concrete hardened layer
As temporary facility, for workmen and vehicle to run and deposit construction material etc..Owing to being temporary facility, complete in construction
The most generally also needing to remove it, not only cause the waste of manpower and resource, the building waste after dismounting also can cause ring
Environment pollution.If using existing common floor file block on the market to lay, natural soil layer then because between common floor file block being
Separate, cause the bearing capacity ground of entirety, vehicle to run and enough bearing capacity cannot be provided for depositing construction material.
It addition, laying of separate common floor file block needs certain technology requirement, and the process laid also compares when taking a lot of work.
Summary of the invention
In view of above-mentioned the deficiencies in the prior art, it is an object of the invention to provide a kind of stagger arrangement link floor file block and production thereof
Method.This stagger arrangement link floor file block is, by movable connection structure, separate floor file monolithic is flexibly connected into planar junction
Structure, not only increases its bearing capacity and flatness, and lays and remove conveniently, reusable, reduces resource and the wave of manpower
Take, reduce environmental pollution.
Technical program of the present invention lies in: a kind of stagger arrangement link floor file block, including floor file monolithic, described floor file monolithic is mixed
Solidifying soil block, the perimembranous of described concrete block is coated with cross section in " the metal coaming plate of ［ " type.The perimembranous of described floor file monolithic is provided with
The attachment structure being flexibly connected with adjacent floor file monolithic in order to it；All sides of described floor file monolithic are provided with puncture mouth, in order to
Flexible connection space is collectively formed with the puncture mouth of adjacent floor file monolithic.Several floor file monolithic staggered arrangement are also tied through connecting
Structure is mutually flexibly connected, and constitutes the stagger arrangement link floor file block of arbitrary shape.
For attachment structure, the present invention gives techniques below scheme: be provided with articulated slab on described puncture mouth, institute
State and on articulated slab, offer hinge hole, the articulated slab of adjacent two the floor file monolithics swivel pin through being located on hinge hole or bolt
Realize being flexibly connected.On floor file monolithic, wherein on the puncture mouth of side, it is provided with the articulated slab of monolithic；Corresponding thereto another
The articulated slab being arranged side by side the monolithic on bivalve articulated slab, and adjacent floor file monolithic on the puncture mouth of side can be inserted
Enter between the articulated slab of above-mentioned two panels.
In order to improve bearing capacity and the self structure rigidity of above-mentioned floor file monolithic, on floor file monolithic, relative two
It is also associated with between the metal coaming plate of puncture mouth strengthening connecting rod.
In order to better adapt to be needed by the topography and geomorphology of job site, improve the versatility of stagger arrangement link floor file block and fit
Stress, all sides of described floor file monolithic are vertical plane or inclined plane.Described inclined plane is interior oblique tiltedly or outward, or both sides are corresponding
Along tiltedly.
In order to improve the skid resistance of floor file monolithic and entirety thereof and strengthen its bearing capacity, the lower surface of described floor file monolithic
It is provided with the lobe of anti-slip positioning, when in the natural soil layer that lobe press-in is soft, skid resistance can be improved further
And bearing capacity.The upper surface of described floor file monolithic is generally plane.
Technical program of the present invention also lies in: the production method of the floor file monolithic of a kind of stagger arrangement link floor file block, by following
Step is carried out:
Step 1: making metal coaming plate, all sides of described metal coaming plate are provided with puncture mouth, in order to adjacent metal coaming plate
Puncture mouth collectively forms flexible connection space；On described metal coaming plate week side relative to two puncture mouths between be also associated with adding
Strong connecting rod.
Step 2: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour
The lobe of anti-slip positioning is formed after concrete.
Step 3: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface pressure
Light, after maintenance to concrete setting, removes and pours base plate, forms floor file monolithic.
Technical program of the present invention also lies in: the production method of a kind of stagger arrangement link floor file block, sequentially include the following steps:
Step 1: determine the shape of floor file monolithic, size and thickness according to requirement for bearing capacity and soil property character；Shape can be square
Shape, circle or polygon etc..
Step 2: making metal coaming plate according to shape, size and the thickness of floor file monolithic, all sides of described metal coaming plate set
There is puncture mouth, in order to collectively form with the puncture mouth of adjacent metal coaming plate and be flexibly connected space；Described metal coaming plate week side
It is also associated with strengthening connecting rod between upper two relative puncture mouths.
Step 3: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour
The lobe of anti-slip positioning is formed after concrete.
Step 4: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface pressure
Light, after maintenance to concrete setting, removes and pours base plate, forms floor file monolithic.
Step 5: according to the size of job site, several floor file monolithics are flexibly connected by stagger arrangement ground, are formed
Stagger arrangement link floor file block.
It is an advantage of the current invention that: the stagger arrangement of present invention link floor file block system is a kind of to be directly laid on nature soil layer,
For depositing thing or vehicle to run, the highest to surface layer flatness requirement, but application target and laying can be reached and remove easily,
And reusable temporary facility.Its alternative casting concrete hardened layer, accomplishes to lay and remove fast and easy, repeatable
Use, reduce resource and the waste of manpower, reduce environmental pollution.When gap between floor file monolithic reaches certain value, also may be used
Grass is supported, in order to use as greening and parking lot in gap.
Accompanying drawing explanation
Fig. 1 is the top view of stagger arrangement link floor file block in embodiment 1.
Fig. 2 is the top view of floor file monolithic in embodiment 1.
Fig. 3 is the sectional view in Fig. 2 along A A sight line.
In figure: 1 floor file monolithic, 2 metal coaming plates, 3 attachment structures, 4 puncture mouths, 5 articulated slabs, 6 hinges
Connecing hole, 7 strengthen connecting rod, 8 lobe.
Detailed description of the invention
In order to technical scheme and technique effect can be become apparent, below and coordinate accompanying drawing, make specifically
Bright.
Embodiment 1
The stagger arrangement link floor file block of the present invention, including floor file monolithic 1, the shape of floor file monolithic 1 can be rectangle, circular or polygon
Shape etc..For convenience of description, explanation as a example by the floor file monolithic 1 of rectangle is below used.Described floor file monolithic 1 is concrete block, institute
The perimembranous stating concrete block is coated with cross section in " the metal coaming plate 2 of ［ " type.The perimembranous of described floor file monolithic be provided with in order to its with
The attachment structure 3 that adjacent floor file monolithic is flexibly connected；All sides of described floor file monolithic are provided with puncture mouth 4, in order to adjacent
The puncture mouth of floor file monolithic collectively forms flexible connection space.Several floor file monolithic staggered arrangement are the most mutual through attachment structure
It is flexibly connected, constitutes the stagger arrangement link floor file block of arbitrary shape.
For attachment structure, the present invention gives techniques below scheme: be provided with articulated slab 5 on described puncture mouth 4,
Offer hinge hole 6 on described articulated slab, the articulated slab of adjacent two the floor file monolithics swivel pin through being located on hinge hole or
Bolt realizes being flexibly connected.On floor file monolithic, wherein on the puncture mouth of side, it is provided with the articulated slab of monolithic；Corresponding thereto
Opposite side puncture mouth on the articulated slab energy of monolithic that is arranged side by side on bivalve articulated slab, and adjacent floor file monolithic
Enough it is inserted between the articulated slab of above-mentioned two panels.
In order to improve bearing capacity and the self structure rigidity of above-mentioned floor file monolithic, on floor file monolithic, relative two
It is also associated with between the metal coaming plate of puncture mouth strengthening connecting rod 7.
In order to better adapt to be needed by the topography and geomorphology of job site, improve the versatility of stagger arrangement link floor file block and fit
Stress, all sides of described floor file monolithic are vertical plane or inclined plane.Described inclined plane is interior oblique tiltedly or outward, or both sides are corresponding
Along tiltedly.
In order to improve the skid resistance of floor file monolithic and entirety thereof and strengthen its bearing capacity, the lower surface of described floor file monolithic
It is provided with the lobe 8 of anti-slip positioning, when in the natural soil layer that lobe press-in is soft, skid resistance can be improved further
And bearing capacity.The upper surface of described floor file monolithic is generally plane.
Embodiment 2
The production method of the floor file monolithic of the stagger arrangement link floor file block of the present invention, sequentially includes the following steps:
Step 1: making metal coaming plate, all sides of described metal coaming plate are provided with puncture mouth, in order to adjacent metal coaming plate
Puncture mouth collectively forms flexible connection space；On described metal coaming plate week side relative to two puncture mouths between be also associated with adding
Strong connecting rod.
Step 2: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour
The lobe of anti-slip positioning is formed after concrete.
Step 3: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface pressure
Light, after maintenance to concrete setting, removes and pours base plate, forms floor file monolithic.
Embodiment 3
The production method of the stagger arrangement link floor file block of the present invention, sequentially includes the following steps:
Step 1: determine the shape of floor file monolithic, size and thickness according to requirement for bearing capacity and soil property character；Shape can be square
Shape, circle or polygon etc..
Step 2: making metal coaming plate according to shape, size and the thickness of floor file monolithic, all sides of described metal coaming plate set
There is puncture mouth, in order to collectively form with the puncture mouth of adjacent metal coaming plate and be flexibly connected space；Described metal coaming plate week side
It is also associated with strengthening connecting rod between upper two relative puncture mouths.
Step 3: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour
The lobe of anti-slip positioning is formed after concrete.
Step 4: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface pressure
Light, after maintenance to concrete setting, removes and pours base plate, forms floor file monolithic.
Step 5: according to the size of job site, several floor file monolithics are flexibly connected by stagger arrangement ground, are formed
Stagger arrangement link floor file block.
Embodiment 4
The laying method of the stagger arrangement link floor file block of the present invention, sequentially includes the following steps:
Step 1: produce stagger arrangement link floor file block according to the production method of stagger arrangement link floor file block, and be transported to be onstructed existing
?.
Step 2: stagger arrangement is linked floor file block bedding on ground to be onstructed.
Embodiment 5
The method for dismounting of the stagger arrangement link floor file block of the present invention, is carried out: stagger arrangement links floor file block from ground in the following manner
Start.
The foregoing is only presently preferred embodiments of the present invention, all impartial changes done according to scope of the present invention patent with
Modify, all should belong to the covering scope of the present invention.
Claims (10)
1. stagger arrangement link a floor file block, including floor file monolithic, it is characterised in that: the perimembranous of described floor file monolithic be provided with in order to
Its attachment structure being flexibly connected with adjacent floor file monolithic；Several floor file monolithic staggered arrangement are the most alive through attachment structure
It is dynamically connected, constitutes stagger arrangement link floor file block.
Stagger arrangement the most according to claim 1 link floor file block, it is characterised in that: described floor file monolithic is concrete block, institute
The perimembranous stating concrete block is coated with cross section in " the metal coaming plate of ［ " type.
Stagger arrangement the most according to claim 2 link floor file block, it is characterised in that: all sides of described floor file monolithic are provided with contracting
Recess, in order to collectively form flexible connection space with the puncture mouth of adjacent floor file monolithic.
Stagger arrangement the most according to claim 3 link floor file block, it is characterised in that: it is provided with hinged on described puncture mouth
Plate, described articulated slab offers hinge hole, the articulated slab of adjacent two the floor file monolithics swivel pin through being located on hinge hole
Or bolt realizes being flexibly connected.
Stagger arrangement the most according to claim 4 link floor file block, it is characterised in that: on the floor file monolithic, wherein side
The articulated slab of monolithic it is provided with on puncture mouth；It is arranged side by side bivalve hinged on the puncture mouth of opposite side corresponding thereto
The articulated slab of the monolithic on plate, and adjacent floor file monolithic is inserted between the articulated slab of above-mentioned two panels.
Stagger arrangement the most according to claim 3 link floor file block, it is characterised in that: on floor file monolithic, relative two
It is also associated with between the metal coaming plate of puncture mouth strengthening connecting rod.
Stagger arrangement the most according to claim 1 link floor file block, it is characterised in that: all sides of described floor file monolithic are vertical
Face or inclined plane.
Stagger arrangement the most according to claim 1 link floor file block, it is characterised in that: the upper surface of described floor file monolithic is flat
Face, its lower surface is provided with the lobe of anti-slip positioning.
9. the production method of the floor file monolithic of a stagger arrangement link floor file block, it is characterised in that sequentially include the following steps:
Step 1: making metal coaming plate, all sides of described metal coaming plate are provided with puncture mouth, in order to adjacent metal coaming plate
Puncture mouth collectively forms flexible connection space；On described metal coaming plate week side relative to two puncture mouths between be also associated with adding
Strong connecting rod；
Step 2: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour coagulation
The lobe of anti-slip positioning is formed after soil；
Step 3: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface press polish, support
Protect to concrete setting, remove and pour base plate, form floor file monolithic.
10. the production method of a stagger arrangement link floor file block, it is characterised in that sequentially include the following steps:
Step 1: determine the shape of floor file monolithic, size and thickness according to requirement for bearing capacity and soil property character；
Step 2: making metal coaming plate according to shape, size and the thickness of floor file monolithic, all sides of described metal coaming plate are provided with
Puncture mouth, in order to collectively form with the puncture mouth of adjacent metal coaming plate and be flexibly connected space；Phase on described metal coaming plate week side
To two puncture mouths between be also associated with strengthen connecting rod；
Step 3: the bottom surface of metal coaming plate install pour base plate, described in pour on base plate with jog, in order to pour coagulation
The lobe of anti-slip positioning is formed after soil；
Step 4: at metal coaming plate with pour casting concrete in the templatespace that base plate is constituted, and carry out surface press polish, support
Protect to concrete setting, remove and pour base plate, form floor file monolithic；
Step 5: according to the size of job site, several floor file monolithics are flexibly connected by stagger arrangement ground, form stagger arrangement
Link floor file block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610560178.0A CN106192656B (en) | 2016-07-18 | 2016-07-18 | A kind of stagger arrangement link floor file block and its production method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610560178.0A CN106192656B (en) | 2016-07-18 | 2016-07-18 | A kind of stagger arrangement link floor file block and its production method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106192656A true CN106192656A (en) | 2016-12-07 |
| CN106192656B CN106192656B (en) | 2018-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610560178.0A Active CN106192656B (en) | 2016-07-18 | 2016-07-18 | A kind of stagger arrangement link floor file block and its production method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PL422212A1 (en) * | 2017-07-14 | 2019-01-28 | Ats Spółka Akcyjna | Loading terminal |
| CN112342855A (en) * | 2020-10-27 | 2021-02-09 | 东南大学 | Prefabricated assembly type hollow cement concrete base plate structure and construction method |
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| KR20020094855A (en) * | 2001-06-15 | 2002-12-18 | (주)세화엔지니어링건축사사무소 | A paving method of the temporary road for construction works |
| CN103194947A (en) * | 2013-04-25 | 2013-07-10 | 中建四局第六建筑工程有限公司 | Recyclable temporary road subgrade block |
| US20140328623A1 (en) * | 2011-07-20 | 2014-11-06 | Property Props, Inc. | Track system for use with vehicles and methods regarding same |
| CN204125806U (en) * | 2014-10-17 | 2015-01-28 | 西安科技大学 | A kind of coal mine roadway road structure |
| CN204212024U (en) * | 2014-11-04 | 2015-03-18 | 中建四局第三建筑工程有限公司 | A kind of spliced reinforced concrete prefabricated road surface |
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2016
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020094855A (en) * | 2001-06-15 | 2002-12-18 | (주)세화엔지니어링건축사사무소 | A paving method of the temporary road for construction works |
| US20140328623A1 (en) * | 2011-07-20 | 2014-11-06 | Property Props, Inc. | Track system for use with vehicles and methods regarding same |
| CN103194947A (en) * | 2013-04-25 | 2013-07-10 | 中建四局第六建筑工程有限公司 | Recyclable temporary road subgrade block |
| CN204125806U (en) * | 2014-10-17 | 2015-01-28 | 西安科技大学 | A kind of coal mine roadway road structure |
| CN204212024U (en) * | 2014-11-04 | 2015-03-18 | 中建四局第三建筑工程有限公司 | A kind of spliced reinforced concrete prefabricated road surface |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| PL422212A1 (en) * | 2017-07-14 | 2019-01-28 | Ats Spółka Akcyjna | Loading terminal |
| CN112342855A (en) * | 2020-10-27 | 2021-02-09 | 东南大学 | Prefabricated assembly type hollow cement concrete base plate structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106192656B (en) | 2018-07-13 |
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Effective date of registration: 20210202 Address after: 350000 the fourth office on the southeast side of the comprehensive seventh floor of the city construction building, 315 Fuxin Road, Shuibu street, Gulou District, Fuzhou City, Fujian Province Patentee after: Fuzhou Gulou Wenying Construction Engineering Co.,Ltd. Address before: 350000 Fuxin intersection, north section of Liuyi Road, Gulou District, Fuzhou City, Fujian Province Patentee before: FUJIAN THIRD CONSTRUCTION ENGINEERING Co.,Ltd. |
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