CN206408897U - Crack resistence terrace - Google Patents
Crack resistence terrace Download PDFInfo
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- CN206408897U CN206408897U CN201621354165.XU CN201621354165U CN206408897U CN 206408897 U CN206408897 U CN 206408897U CN 201621354165 U CN201621354165 U CN 201621354165U CN 206408897 U CN206408897 U CN 206408897U
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- divider
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- terrace
- cement base
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Abstract
The utility model provides crack resistence terrace, including cement base, divider is fixed in the cement base, the divider includes two side plates, and two side plates are oppositely arranged, the bottom surface of the side plate stretches out to form supporting plate, formed between two side plates and laying cement base surface layer in elastic filler, the cement base is filled in filling irrigating sealant, the filling irrigating sealant, the cement foundation base is separated by the divider, edge direction extension of the divider along terrace.Divider is fixed in cement base, when cement base is expanded or is bounced back, the elastic filler of filling irrigating sealant can effectively absorb the contractility of cement foundation base in divider, so as to reduce the telescopic movable of cement foundation base, prevent it from ftractureing.
Description
Technical field
The utility model is related to terrace technical field, more particularly to a kind of crack resistence terrace.
Background technology
Conventional concrete leveling layer construction is easier, just directly pours, is cut after shaping after being cleaned out in place
Maintenance is calculated and completes construction.But if the circumstance of temperature difference residing for concrete is changed greatly or routine use load-bearing is larger, cement
The irregular cracks for beginning to extend out from corner can occur on wall column side in use for some time in base, so as to cause terrace
Also and then there is irregular cracks in surface layer, and it is attractive in appearance finally to have impact on terrace surface, also have impact on its performance.This is due to mixed
There is the characteristic expanded with heat and contract with cold according to seasonal temperature in the basic body of solidifying soil-cement.When cement base is carrying out telescopic movable
Wait, can be to wall column sidewall extrusion；And the thinner thickness of levelling surface layer, it is impossible to wall column Compressive activities, therefore levelling surface layer stress
Hollowing cracking is easily formed after resilience.
Utility model content
The purpose of this utility model is to provide a kind of crack resistence terrace, when cement base produces expansion or bounced back, will not lead
Cause ground cracking.
In order to achieve the above object, the utility model provides following technical scheme：
Crack resistence terrace, including cement base, fix divider in the cement base, and the divider includes two sides
Plate, two side plates are oppositely arranged, and the bottom surface of the side plate stretches out to form supporting plate, and filling is formed between two side plates
Laying cement base surface layer in elastic filler, the cement base is filled in seam, the filling irrigating sealant, the cement foundation base is by described point
Parting bead is separated, edge direction extension of the divider along terrace.Divider is fixed in cement base, when cement base is expanded
Or during retraction, the elastic filler of filling irrigating sealant can effectively absorb the contractility of cement foundation base in divider, so as to reduce
The telescopic movable of cement foundation base, prevents it from ftractureing.
In a preferred embodiment, multiple elongated holes, the elongated hole are opened up in the supporting plate along its length
Length direction it is vertical with the length direction of the supporting plate, the elongated hole is fixed by screws in the cement base.
In a preferred embodiment, expansion joint is set in the cement base, and the expansion joint setting is at described point
Mortar is filled in the lower section of parting bead, the expansion joint.
In a preferred embodiment, the side plate is connected by multiple monomers and formed, and the length of the monomer is
10cm-30cm.Transport for convenience, and the position according to indoor wall and length setting divider, divider will be constituted
Side plate splits into multiple monomers.The length of monomer is smaller, convenient transport；Also the need for can be according to use, amount of monomer be increased
Splicing.
In a preferred embodiment, the two ends of the monomer set opened on two connection sheets, a connecting piece respectively
If through hole, projection is set in another connection sheet；During two monomer connections, the projection of a monomer is connected to the through hole of another monomer
It is interior, the gross thickness of two connection sheets and being of uniform thickness for the side plate of connection.
In a preferred embodiment, in addition to floor leveling layer, floor leveling layer is laid on cement basal plane
Layer, the top of divider.
The beneficial effects of the utility model are：
Divider is fixed in cement base, when cement base is expanded or is bounced back, the elastic filler of filling irrigating sealant in divider
The contractility of cement base can be effectively absorbed, so that the telescopic movable of cement base is reduced, so as to reduce cement foundation base
Telescopic movable, prevents it from ftractureing.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the sectional view that cement base is connected with divider；
Fig. 2 is a kind of sectional view of embodiment；
Fig. 3 is a kind of sectional view of embodiment of divider；
Fig. 4 is the sectional view of divider another embodiment；
Fig. 5 is the structure chart of divider another embodiment；
Fig. 6 is the structure chart of two monomer connections.
Embodiment
Below in conjunction with accompanying drawing of the present utility model, the technical solution of the utility model is clearly and completely described,
Obviously, described embodiment is only a part of embodiment of the utility model, rather than whole embodiments.Based on this practicality
Embodiment in new, the every other reality that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example is applied, the scope of the utility model protection is belonged to.
With reference to Fig. 1-3, the crack resistence terrace in the present embodiment, including cement base 1, divider 2 is fixed in cement base 1.
Each divider 2 is made up of two side plates 21.Each side plate 21 includes riser 211 and supporting plate 212.The bottom of riser 211
Portion is connected with the top surface side of supporting plate 212, makes the cross section of side plate 21 L-shaped.Riser 211 and supporting plate 212 can be adopted
Use ferrous materials one-shot forming.Two side plates 21 are oppositely arranged in cement base 10, make shape between the riser 211 of two side plates 21
Into filling irrigating sealant 22.Filling irrigating sealant 22 fills elastic filler, such as foam, aluminium plastic material or the sand-mix of low-density etc..Cement
The top laying cement foundation base 3 of base 1, cement foundation base 3 is separated by divider 2.When cement base is expanded or is bounced back
When, cement base drives the motion of cement foundation base, cement foundation base is extruded divider.The elastic filler of divider can
The extruding force of cement foundation base is effectively absorbed, so as to reduce the telescopic movable of cement foundation base, cement foundation base is prevented
Cracking.In the top laying floor leveling layer 4 of cement foundation base 3 and divider 2.
Preferably, edge direction of the divider 2 along terrace is set, i.e. divider 2 is parallel with the edge of terrace.Due to
The edge of terrace is terrace and metope or the connecting line of cylinder, and cement base can be squeezed to the side of metope, cylinder when flexible
Pressure, i.e., extrude along the vertical direction of connecting line.Divider 2 be arranged in parallel with terrace edge, makes the contractility of cement foundation base
Vertically it is pressed in filling irrigating sealant, is absorbed by elastic filler.Using this setup, make contractility will not be along divider
Length direction is transmitted, and elastic filler will not be caused to absorb failure.On the larger terrace of some load-bearing, such as warehouse, in order to enter one
Step improves anti crack performance, and expansion joint 10 is opened up in cement base 1.Such as Fig. 2, expansion joint 10 is arranged on the lower section of divider 2, stretches
Filling mortar in seam 10.The density of mortar is low, low intensity, can absorb the flexible of cement base 1, and then reduce cement foundation base 3
It is flexible.
In order to prevent that crack is produced between cement foundation base and divider, in one embodiment, such as Fig. 4, supporting plate
A platoon leader hole 2120 is opened up on 212 along its length.The length direction of elongated hole 2120 hangs down with the length direction of supporting plate 212
Directly.Screw is screwed into elongated hole 2120, so that side plate 21 is fixed in cement base 1.During the connection of screw and elongated hole, supporting plate
212 can carry out micro-shifting by length direction of the screw along elongated hole.Therefore, between the supporting plate 212 and cement base 1 of side plate
Relative position can be finely adjusted by the relative position between screw and elongated hole, so that cement basic layer being capable of band when flexible
Dynamic side plate 21 stretches together, it is to avoid produce crack between cement foundation base and divider.
Transport for convenience, and divider is conveniently set according to the position of indoor wall and length, in a kind of embodiment
In, such as Fig. 5-6, side plate 21 is connected by multiple monomers 210 and formed.The length of monomer 210 is 10cm-30cm.The length of monomer compared with
It is small, convenient transport；Also the need for can be according to use, the divider of appropriate length be spliced to form by increasing amount of monomer.It is single
Connection sheet 2101,2102 is respectively welded in the two ends of body 210.Through hole is opened up in connection sheet 2101.The thickness of connection sheet 2101 is single
The half of the thickness of body 210, and the one side of connection sheet 2101 is concordant with the outside of riser 211.Projection is set in connection sheet 2102.Even
The thickness of contact pin 2102 is the half of the thickness of monomer 210, and the one side of connection sheet 2102 is concordant with the inner side of riser 211.Two
When monomer is connected, by the connection sheet 2102 of a monomer and another clamping of monomer connection sheet 2101, projection is set to be fixed on through hole
It is interior, meanwhile, thickness and monomer 210 are of uniform thickness after the connection of two connection sheets, realize and are seamlessly connected, it is not easy to separate；Together
When connection after divider in the elastic filler of filling be of uniform thickness, make the contractility one of the whole divider after connection
Cause.
It is described above, embodiment only of the present utility model, but protection domain of the present utility model do not limit to
In this, any one skilled in the art can readily occur in change in the technical scope that the utility model is disclosed
Or replace, it should all cover within protection domain of the present utility model.Therefore, protection domain of the present utility model should be with the power
The protection domain that profit is required is defined.
Claims (6)
1. crack resistence terrace, including cement base, it is characterised in that：Divider, the divider bag are fixed in the cement base
Two side plates are included, two side plates are oppositely arranged, and the bottom surface of the side plate stretches out to form supporting plate, between two side plates
Formed and laying cement base surface layer, the cement foundation base in elastic filler, the cement base are filled in filling irrigating sealant, the filling irrigating sealant
Separated by the divider, edge direction extension of the divider along terrace.
2. crack resistence terrace according to claim 1, it is characterised in that opened up along its length in the supporting plate many
Individual elongated hole, the length direction of the elongated hole is vertical with the length direction of the supporting plate, and the elongated hole is fixed by screws in institute
State in cement base.
3. crack resistence terrace according to claim 1 or 2, it is characterised in that expansion joint is set in the cement base, described
Expansion joint setting fills mortar in the lower section of the divider, the expansion joint.
4. crack resistence terrace according to claim 3, it is characterised in that the side plate is connected by multiple monomers and formed, institute
The length for stating monomer is 10cm-30cm.
5. crack resistence terrace according to claim 4, it is characterised in that the two ends of the monomer set two connections respectively
Opened up on piece, a connecting piece and projection is set in through hole, another connection sheet；During two monomer connections, the projection of a monomer is connected to
In the through hole of another monomer, the gross thickness of two connection sheets and being of uniform thickness for the side plate of connection.
6. crack resistence terrace according to claim 1 or 5, it is characterised in that also including floor leveling layer, the ground is looked for
Flat bed is laid on the top of cement foundation base, divider.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621354165.XU CN206408897U (en) | 2016-12-12 | 2016-12-12 | Crack resistence terrace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621354165.XU CN206408897U (en) | 2016-12-12 | 2016-12-12 | Crack resistence terrace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206408897U true CN206408897U (en) | 2017-08-15 |
Family
ID=59550521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621354165.XU Active CN206408897U (en) | 2016-12-12 | 2016-12-12 | Crack resistence terrace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206408897U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295733A (en) * | 2019-08-01 | 2019-10-01 | 北京城建六建设集团有限公司 | Ground heating ground cushion partitioning slot mold, separating crack structure and its construction method |
| CN110685424A (en) * | 2019-09-05 | 2020-01-14 | 东莞市鲁班装饰工程有限公司 | Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure |
| CN111908856A (en) * | 2020-06-29 | 2020-11-10 | 武汉富洛泰克材料科技有限公司 | Functional floor separation strip and construction method thereof |
| CN112459330A (en) * | 2020-10-23 | 2021-03-09 | 中铁建设集团有限公司 | Roof separation seam |
| CN112609981A (en) * | 2020-12-18 | 2021-04-06 | 北京城建集团有限责任公司 | Construction method of epoxy self-leveling garage ground |
| CN113323334A (en) * | 2021-06-16 | 2021-08-31 | 中国建筑第八工程局有限公司 | Template for forming expansion joint and using method thereof |
| CN115095103A (en) * | 2022-06-30 | 2022-09-23 | 深圳海外装饰工程有限公司 | Construction method of large-surface accumulated polyurethane mortar terrace |
| CN115341575A (en) * | 2022-09-03 | 2022-11-15 | 锦汇建设集团有限公司 | Basement anti-cracking raft and construction method thereof |
-
2016
- 2016-12-12 CN CN201621354165.XU patent/CN206408897U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110295733A (en) * | 2019-08-01 | 2019-10-01 | 北京城建六建设集团有限公司 | Ground heating ground cushion partitioning slot mold, separating crack structure and its construction method |
| CN110295733B (en) * | 2019-08-01 | 2024-01-23 | 北京城建六建设集团有限公司 | Partition seam die, partition seam structure and construction method of partition seam die |
| CN110685424A (en) * | 2019-09-05 | 2020-01-14 | 东莞市鲁班装饰工程有限公司 | Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure |
| CN111908856A (en) * | 2020-06-29 | 2020-11-10 | 武汉富洛泰克材料科技有限公司 | Functional floor separation strip and construction method thereof |
| CN112459330A (en) * | 2020-10-23 | 2021-03-09 | 中铁建设集团有限公司 | Roof separation seam |
| CN112609981A (en) * | 2020-12-18 | 2021-04-06 | 北京城建集团有限责任公司 | Construction method of epoxy self-leveling garage ground |
| CN113323334A (en) * | 2021-06-16 | 2021-08-31 | 中国建筑第八工程局有限公司 | Template for forming expansion joint and using method thereof |
| CN115095103A (en) * | 2022-06-30 | 2022-09-23 | 深圳海外装饰工程有限公司 | Construction method of large-surface accumulated polyurethane mortar terrace |
| CN115095103B (en) * | 2022-06-30 | 2024-01-09 | 深圳海外装饰工程有限公司 | Large-area polyurethane mortar terrace construction method |
| CN115341575A (en) * | 2022-09-03 | 2022-11-15 | 锦汇建设集团有限公司 | Basement anti-cracking raft and construction method thereof |
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