CN107165020A - A kind of pin-connected panel faces the construction method for building terrace - Google Patents
A kind of pin-connected panel faces the construction method for building terrace Download PDFInfo
- Publication number
- CN107165020A CN107165020A CN201710369522.2A CN201710369522A CN107165020A CN 107165020 A CN107165020 A CN 107165020A CN 201710369522 A CN201710369522 A CN 201710369522A CN 107165020 A CN107165020 A CN 107165020A
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- Prior art keywords
- gutter
- substrate
- module
- pin
- construction method
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Classifications
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- 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
- E01C9/086—Temporary pavings made of concrete, wood, bitumen, rubber or synthetic material or a combination thereof
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
Face the construction method for building terrace the invention discloses a kind of pin-connected panel, comprise the following steps：Basic module and gutter module are first obtained, the basic module includes being each provided with a lifting portion for being used to connect suspender at the substrate poured using armored concrete, the corner of the substrate；The gutter module is included in the " U "-shaped gutter body of cross sectional shape on length direction, and covering is arranged on the rain double-edged fine-toothed comb on the gutter body；During construction, it is first smooth face build place where terrace and roll, then covering a layer thickness matches somebody with somebody good sand gravel for 30cm level, it is bulldozed with bull-dozer while finding out horizontal slope longitudinal slope, rolled repeatedly with road roller again to compactness more than 93, the last position according to gutter in design drawing, carries out lifting assembled in place using hanging device to the basic module in step A and gutter module.It is assembled convenient that the present invention has, and speed of application is fast, and efficiency is higher, the advantages of construction cost is relatively low.
Description
Technical field
The present invention relates to technical field of building construction, the construction method for building terrace is faced in particular to a kind of pin-connected panel.
Background technology
As China modernizes the fast development with Development of China's Urbanization, a large amount of buildings rise from the level ground, and are the growth note in city
New vitality is entered, has been that the unified management of project management department brings and chosen with entering for a large amount of construction troops at the same time
War.Manage and construct for convenience, big city of project management department voluntarily builds many temporary homes and facility.Nowadays, movable plank house
Foundation construction Deng temporary facility is all basis using concrete cast in situs, and early investment is larger, and after the completion of project, mixes
Solidifying soil, which pours basis, needs dismounting, causes a large amount of building wastes, due to substantial amounts, both needs to spend the cost of construction period,
During post-processing, need to expend substantial amounts of processing cost again, be unfavorable for saving and the ecological requirements of construction cost.
The content of the invention
For above-mentioned the deficiencies in the prior art, the technical problems to be solved by the invention are：How a kind of assembly side is provided
Just, speed of application is fast, and efficiency is higher, and the relatively low pin-connected panel of construction cost faces the construction method for building terrace.
In order to solve the above-mentioned technical problem, present invention employs following technical scheme：
A kind of pin-connected panel faces the construction method for building terrace, it is characterised in that comprise the following steps：
A, the basic module for first obtaining following structure and gutter module, the basic module include pouring using armored concrete
Substrate, a lifting portion for being used to connect suspender is each provided with the corner of the substrate；The gutter module bag
Include in the " U "-shaped gutter body of the cross sectional shape on length direction, and covering is arranged on the gutter master
Rain double-edged fine-toothed comb on body；
When B, Specific construction, it is first smooth face build place where terrace and roll, it is 30cm level with good then to cover a layer thickness
Good sand gravel, is bulldozed with bull-dozer while finding out horizontal slope longitudinal slope, then rolled repeatedly to compactness more than 93 with road roller, most
Afterwards according to the position in gutter in design drawing, the basic module in step A and gutter module are carried out using hanging device
Lifting is assembled in place.
So, the good basic module of pre-production and gutter module in factory, transport to after job site, utilize basis
At module corner set lifting portion, using suspender by basic module lifting mat formation, can either meet face the construction for building terrace will
Ask, be conducive to improving the speed constructed again.When after item body Practical Completion, remove after movable plank house, using suspender by base
Storage is reclaimed after the lifting of plinth module, is conducive to improving the recycling rate of waterused of basic module and gutter module, reduces cost, favorably
The building waste that movable plank house is produced is removed in reducing.
Further, in the step A, the basic module also includes the function of being laid on the upper surface of the substrate
Layer；The functional layer is filled using pervious concrete or colored diamond dust.
Further, in the step A, the lifting portion is to be embedded in the base along the thickness direction of the basic module
Zinc-plated screw shell in plinth module.
So, before lifting, first the suspension ring with screw rod are connected on zinc-plated screw shell, and connected with the suspender such as suspension hook
Connect, convenient lifting.
Further, in the step A, the side of lifting portion upper end is hinged with catch.
So, build after the completion of terrace mats formation when facing, catch can be covered on zinc-plated screw shell, prevent foreign matter from falling into
And cause threaded-hole-block.
Further, in the step A, the both sides in the substrate width direction respectively have a base board fastener portion, two
Axis of the base board fastener portion around the zig direction is centrosymmetric setting；The base board fastener portion includes being located at institute
The neck on the side of substrate thickness direction is stated, the neck is set along zig direction insertion；Also include positioned at described
Buckle of the neck away from the substrate side, the width of the buckle is less than the width of the neck；The height of the buckle is big
In the half of the substrate thickness, and it is less than the surface of the substrate to the distance of the bottom of the neck；In the step B,
When lifting is assembled, by base board fastener portion directed downwardly on the basic module of rear lifting and the base on formerly assembled basic module upward
Board buckle is interlocked.
So, two substrates adjacent on substrate width direction can be connected by the mutual clamping of buckle and neck；Keep away
Exempt to cause that the gap between two neighboring substrate is excessive because of surface subsidence.Again because the width of buckle is less than the width of the neck
Degree, the height of buckle is less than the depth of the neck.So that also remaining with gap between two neighboring substrate, the two can allow for
The relative movement produced by surface subsidence.
Further, in the step A, the both sides in the upper end width direction of the gutter body have symmetrically arranged
Gutter clamping part, the gutter clamping part is included along the transverse slat being extended away from the gutter body direction, described
Transverse slat is downwardly extending fixture block body away from the side of the gutter body.
So, before gutter body lifting, now the basic module of gutter both sides is arranged symmetrically, and ensure two bases
Upward, the spacing for adjusting the basic module of both sides is consistent with the width of gutter body in the base board fastener portion of plinth module opposite side,
Then the lifting of gutter body is completed.
Further, in the step A, the inner side of the gutter body caves inward shape close to the position of one end end
Into the overlap joint groove of U-shaped, the position of other end end in the inner part extends axially outwardly the overlap joint block to form U-shaped, the overlap joint block
Length with it is described overlap joint groove length it is consistent, it is described overlap joint block thickness with it is described overlap groove depth it is consistent.
So, two end to end gutter bodies can be cooperated by overlapping block and overlap joint groove, so as to reduce
Therebetween gap, is easy to smoothly collect rainwater.
Further, in the step A, the side Jun Pu of side and the overlap joint block outwardly of the overlap joint groove inwardly
Provided with one layer of rubber.So, it can both increase the frictional force between two neighboring gutter body, improve the stable connection of the two
Property, sealing therebetween can be improved again, be conducive to the collection of rainwater.
Further, in the step A, a suspension ring are respectively embedded with the corner of the upper surface of the gutter body,
The height of the suspension ring is less than the thickness of the rain double-edged fine-toothed comb；The bottom of the rain double-edged fine-toothed comb has the receiving for being used for accommodating the suspension ring
Hole.
Further, in the step A, the substrate is the thick C30 armored concrete of 15cm.
C30 armored concrete is relative to pervious concrete, and density is higher, in the presence of by external force, it is not easy to make
Into structure destruction, be conducive to improving service life.
In summary, the present invention has assembly convenient, and speed of application is fast, and efficiency is higher, the advantages of construction cost is relatively low.
Brief description of the drawings
Fig. 1 is the part-structure schematic diagram of the embodiment of the present invention.
Fig. 2 is the structural representation of basic module in Fig. 1.
Fig. 3 is the structural representation of gutter module section in Fig. 1.
Embodiment
With reference to embodiment, the present invention is described in further detail.
During specific implementation：As shown in FIG. 1 to 3, a kind of pin-connected panel, which is faced, builds terrace, including polylith is mated formation in terrace area yet to be built
The basic module 1 of the rectangular tabular in domain, and mat formation between the basic module 1 formed gutter gutter module 2；
The basic module 1 includes being each provided with one at the substrate 11 poured using armored concrete, the corner of the substrate 11
The individual lifting portion 12 for being used to connect suspender；The cross sectional shape that the gutter module 2 is included on length direction is in " U "
The gutter body 21 of shape, and covering are arranged on the rain double-edged fine-toothed comb 22 on the gutter body 21.
Using said structure, due to facing, to build terrace assembled using basic module and gutter module.So, Ke Yi
The good basic module of pre-production and gutter module, are transported to after job site in factory, are set using at basic module corner
Lifting portion, using suspender by basic module lifting mat formation, can either meet and face the construction requirement for building terrace, be conducive to again improve
The speed of construction.When after item body Practical Completion, removing after movable plank house, reclaimed after using suspender, basic module is lifted by crane
Storage, is conducive to improving the recycling rate of waterused of basic module and gutter module, reduces cost, advantageously reduce dismounting portable plate
The building waste of house property life.
During implementation, the basic module 1 also includes the functional layer 13 for being laid on the upper surface of the substrate 11；Positioned at activity
Functional layer 13 on the substrate 11 in board house region to be installed is formed by the filling of colored diamond dust；It is to be installed positioned at movable plank house
The functional layer 13 on the substrate 11 outside region is formed by pervious concrete filling.
After being installed due to movable plank house, this faces the ground for building that terrace is board house, and functional layer is filled using colored diamond dust,
The aesthetic property on ground can be improved, without carrying out the secondary cost mated formation, be conducive to saving activity board house to build to ground；And
Functional layer outside the region is filled using pervious concrete, can be in order to draining, it is to avoid ponding.
During implementation, the lifting portion 12 is to be embedded in along the thickness direction of the basic module 1 in the basic module 1
Zinc-plated screw shell.
So, the suspension ring with screw rod can be connected on zinc-plated screw shell, and be connected with the suspender such as suspension hook, it is convenient
Lifting.
During implementation, the side of the upper end of lifting portion 12 is hinged with catch.
So, build after the completion of terrace mats formation when facing, catch can be covered on zinc-plated screw shell, prevent foreign matter from falling into
And cause threaded-hole-block.
During implementation, the both sides of the width of substrate 11 respectively have a base board fastener portion 14, two substrate cards
Buckle 14 is centrosymmetric setting around the axis of the length direction of substrate 11；The base board fastener portion 14 includes being located at the base
Neck on the thickness direction side of plate 11, the neck is set along the length direction insertion of substrate 11；Also include positioned at described
Buckle of the neck away from the substrate side, the width of the buckle is less than the width of the neck；The height of the buckle is big
In the half of the thickness of substrate 11, and it is less than the distance of bottom of the surface of the substrate 11 to the neck.
Using said structure, two adjacent substrates can pass through buckle and the mutual clamping of neck on substrate width direction
It is connected；Avoid causing that the gap between two neighboring substrate is excessive because of surface subsidence.Again described in the width of buckle is less than
The width of neck, the height of buckle is less than the depth of the neck.So that gap is also remained between two neighboring substrate, can
The relative movement for allowing the two to be produced by surface subsidence.
During implementation, the both sides in the upper end width direction of the gutter body 21 have symmetrically arranged gutter clamping part
23, the gutter clamping part 23 is included along the transverse slat being extended away from the direction of gutter body 21, the transverse slat back of the body
Side from the gutter body 21 is downwardly extending fixture block body.
So, as long as the basic module of gutter module width direction both sides is arranged into symmetry status, and two are ensured
The gutter clamping part of gutter body both sides upward, can be respectively engaged with two by the base board fastener portion of basic module opposite side
In the base board fastener portion of side, so that easily by gutter module spliced between two basic modules.
During implementation, the inner side of the gutter body 21 caves inward to form the overlap joint of U-shaped close to the position of one end end
Groove 24, the position of other end end in the inner part extends axially outwardly the overlap joint block 25 to form U-shaped, the length of the overlap joint block 25
Consistent with the length of the overlap joint groove 24, the thickness of the overlap joint block 25 is consistent with the depth of the overlap joint groove 24.
So, two end to end gutter bodies can be cooperated by overlapping block and overlap joint groove, so as to reduce
Therebetween gap, is easy to smoothly collect rainwater.
During implementation, the side of side and the overlap joint block 25 outwardly of the overlap joint groove 24 inwardly is equipped with one layer of rubber
Glue.
So, it can both increase the frictional force between two neighboring gutter body, improve the connective stability of the two, again
Sealing therebetween can be improved, is conducive to the collection of rainwater.
During implementation, a suspension ring 26, the suspension ring 26 are respectively embedded with the corner of the upper surface of the gutter body 21
Height be less than the rain double-edged fine-toothed comb 22 thickness；The bottom of the rain double-edged fine-toothed comb 22 has the receiving for being used for accommodating the suspension ring 26
Hole.
During implementation, the substrate 11 is the thick C30 armored concrete of 15cm.
C30 armored concrete is relative to pervious concrete, and density is higher, in the presence of by external force, it is not easy to make
Into structure destruction, be conducive to improving service life.
When it is implemented, the size of basic module is 300cm × 300cm；Substrate thickness is 15cm；Functional layer thickness is
5cm。
During Specific construction, it will first face and build levelling of the land, roll, being 30cm grades in covering a layer thickness above matches somebody with somebody good sand
Gravel, is bulldozed with bull-dozer while finding out horizontal slope longitudinal slope, then it is more than 93 to be rolled repeatedly to compactness with road roller.Then install
Drawing in place, functional layer is mated formation basic module and gutter module hoisting using the basic module of colored diamond dust filling
Movable plank house region to be installed, the basic module that functional layer is filled using pervious concrete is mated formation in movable plank house area to be installed
It is overseas, and gutter module is mated formation according to design drawing temporary drain is formed between basic module；After the completion of mating formation, make
Jointing is carried out to the basic module in movable plank house region to be installed with the mortar with colored diamond dust same color, you can complete
The assembly of interim terrace.Prefabricated basic module and the dismounting lifting of gutter module can be transported to after project completion next
Building site, the sand gravel of bottom can also dig out recycling, this construction method can effectively reduce construction cost and
Environmental protection.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not limitation, all essences in the present invention with the present invention
Any modifications, equivalent substitutions and improvements made within refreshing and principle etc., should be included in the scope of the protection.
Claims (10)
1. a kind of pin-connected panel faces the construction method for building terrace, it is characterised in that comprise the following steps：
A, the basic module for first obtaining following structure（1）With gutter module（2）, the basic module（1）Including using reinforcing bar
The substrate of concreting（11）, the substrate（11）Corner at be each provided with one and be used to connect the lifting portion of suspender
（12）；The gutter module（2）It is included in the " U "-shaped gutter body of cross sectional shape on length direction
（21）, and covering is installed in the gutter body（21）On rain double-edged fine-toothed comb（22）；
When B, Specific construction, it is first smooth face build place where terrace and roll, it is 30cm level with good then to cover a layer thickness
Good sand gravel, is bulldozed with bull-dozer while finding out horizontal slope longitudinal slope, then rolled repeatedly to compactness more than 93 with road roller, most
Afterwards according to the position in gutter in design drawing, the basic module in step A and gutter module are carried out using hanging device
Lifting is assembled in place.
2. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that in the step A, the base
Plinth module（1）Also include being laid on the substrate（11）Upper surface functional layer（13）；The functional layer（13）Using permeable
Concrete or colored diamond dust are filled.
3. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that described to hang in the step A
Dress portion（12）For along the basic module（1）Thickness direction be embedded in the basic module（1）Interior zinc-plated screw shell.
4. pin-connected panel as claimed in claim 3 faces the construction method for building terrace, it is characterised in that described to hang in the step A
Dress portion（12）The side of upper end is hinged with catch.
5. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that in the step A, the base
Plate（11）The both sides of width respectively have a base board fastener portion（14）, two base board fastener portions（14）Around the substrate
（11）The axis of length direction is centrosymmetric setting；The base board fastener portion（14）Including positioned at the substrate（11）Thickness side
To the neck on side, the neck is along the substrate（11）Length direction insertion is set；Also include remote positioned at the neck
The buckle of the substrate side, the width of the buckle is less than the width of the neck；The height of the buckle is more than the base
Plate（11）The half of thickness, and less than the substrate（11）Surface to the bottom of the neck distance；In the step B,
When lifting is assembled, by base board fastener portion directed downwardly on the basic module of rear lifting and the base on formerly assembled basic module upward
Board buckle is interlocked.
6. pin-connected panel as claimed in claim 5 faces the construction method for building terrace, it is characterised in that in the step A, the row
Ditch main body（21）The both sides in upper end width direction there is symmetrically arranged gutter clamping part（23）, the gutter buckle
Portion（23）Including along away from the gutter body（21）The extended transverse slat in direction, the transverse slat deviates from the gutter master
Body（21）Side be downwardly extending fixture block body.
7. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that in the step A, the row
Ditch main body（21）Inner side cave inward to form the overlap joint groove of U-shaped close to the position of one end end（24）, other end end is leaned on
The position of inner side extends axially outwardly the overlap joint block to form U-shaped（25）, the overlap joint block（25）Length and the overlap joint groove
（24）Length it is consistent, the overlap joint block（25）Thickness and the overlap joint groove（24）Depth it is consistent.
8. pin-connected panel as claimed in claim 7 faces the construction method for building terrace, it is characterised in that described to take in the step A
Access slot（24）Side inwardly and the overlap joint block（25）Side outwardly is equipped with one layer of rubber.
9. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that in the step A, the row
Ditch main body（21）Upper surface corner at be respectively embedded with a suspension ring（26）, the suspension ring（26）Height be less than the rain
Double-edged fine-toothed comb（22）Thickness；The rain double-edged fine-toothed comb（22）Bottom have be used for accommodate the suspension ring（26）Receiving hole.
10. pin-connected panel as claimed in claim 1 faces the construction method for building terrace, it is characterised in that described in the step A
Substrate（11）For the thick C30 armored concrete of 15cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710369522.2A CN107165020A (en) | 2017-05-23 | 2017-05-23 | A kind of pin-connected panel faces the construction method for building terrace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710369522.2A CN107165020A (en) | 2017-05-23 | 2017-05-23 | A kind of pin-connected panel faces the construction method for building terrace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107165020A true CN107165020A (en) | 2017-09-15 |
Family
ID=59820423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710369522.2A Pending CN107165020A (en) | 2017-05-23 | 2017-05-23 | A kind of pin-connected panel faces the construction method for building terrace |
Country Status (1)
| Country | Link |
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| CN (1) | CN107165020A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469152A (en) * | 2018-12-25 | 2019-03-15 | 国网河北省电力有限公司经济技术研究院 | Substation's rain reclamation and treatment system |
| CN109468905A (en) * | 2018-10-26 | 2019-03-15 | 吴洽坤 | The interim laying emergency road of construction is built based on road |
| CN111472225A (en) * | 2020-04-17 | 2020-07-31 | 重庆交通建设(集团)有限责任公司 | Drainage type recyclable combined construction access road |
| CN111576157A (en) * | 2020-05-25 | 2020-08-25 | 中铁建大桥工程局集团第四工程有限公司 | Rapid and green hardening method for temporary construction site |
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| CN205224248U (en) * | 2015-12-24 | 2016-05-11 | 天津鑫诺通树脂制品技术开发有限公司 | Compound escape canal of resin |
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| CN2392807Y (en) * | 1999-08-30 | 2000-08-23 | 容文添 | General combined road structural member |
| CN1348033A (en) * | 2000-11-28 | 2002-05-08 | 郑弘� | Color pavement tile of emery |
| CN203222716U (en) * | 2013-04-27 | 2013-10-02 | 薛永科 | Movable reinforced concrete plate used for ground |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109468905A (en) * | 2018-10-26 | 2019-03-15 | 吴洽坤 | The interim laying emergency road of construction is built based on road |
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| CN111576157A (en) * | 2020-05-25 | 2020-08-25 | 中铁建大桥工程局集团第四工程有限公司 | Rapid and green hardening method for temporary construction site |
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Application publication date: 20170915 |