CN108532948A - A kind of integral type mortar leakage prevention packing material - Google Patents
A kind of integral type mortar leakage prevention packing material Download PDFInfo
- Publication number
- CN108532948A CN108532948A CN201810315754.4A CN201810315754A CN108532948A CN 108532948 A CN108532948 A CN 108532948A CN 201810315754 A CN201810315754 A CN 201810315754A CN 108532948 A CN108532948 A CN 108532948A
- Authority
- CN
- China
- Prior art keywords
- pedestal
- baffle
- channel flow
- buried channel
- integral type
- 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.)
- Pending
Links
- 239000000463 material Substances 0.000 title claims abstract description 38
- 238000012856 packing Methods 0.000 title claims abstract description 23
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 15
- 230000002265 prevention Effects 0.000 title claims abstract description 15
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 59
- 239000004744 fabric Substances 0.000 claims abstract description 17
- 239000013013 elastic material Substances 0.000 claims description 10
- 238000000926 separation method Methods 0.000 claims description 6
- 239000003063 flame retardant Substances 0.000 claims description 5
- 238000011900 installation process Methods 0.000 abstract description 6
- 230000008595 infiltration Effects 0.000 abstract description 4
- 238000001764 infiltration Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000002390 adhesive tape Substances 0.000 description 17
- 238000000034 method Methods 0.000 description 5
- 239000011248 coating agent Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 3
- 230000002411 adverse Effects 0.000 description 3
- 230000009970 fire resistant effect Effects 0.000 description 3
- 239000006260 foam Substances 0.000 description 3
- 229920006327 polystyrene foam Polymers 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- -1 plug Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/005—Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of integral type mortar leakage prevention packing materials, including pedestal, it further include baffle, the flexible material of pedestal is made and is adapted with the inside dimension of pre-buried channel flow, the width of the baffle and pre-buried channel flow is adapted, the baffle is connect by connecting neck with pedestal, and the width of the connection neck and the opening of pre-buried channel flow are adapted, and grid cloth is arranged in the one end of the pedestal far from baffle.The beneficial effects of the present invention are：By the improvement of structure, the infiltration for effectivelying prevent pre-buried channel flow concrete during the installation process can be disposably filled, and can disposably reject, so that packing material is may be reused, reduce cost.
Description
Technical field
The present invention relates to packing material field, specifically a kind of integral type mortar leakage prevention packing material.
Background technology
Pre-buried channel flow is that one kind is widely used in high ferro, subway, building curtain wall project, for replacing building for traditional anchor bolt
Build connecting elements.Existing pre-buried channel flow, in order to prevent pre-buried channel flow spillage phenomenon occurs in the installation process of concrete, in advance
It buries and usually requires filled and process in conduit, and the adhesive tape being equipped at the Plastic cap and conduit opening face of channel ends is interior to ensure
Portion's density.
The pre-buried channel flow filled and process of early stage uses polystyrene foam, and sharp ironware is used when rejecting, is on the one hand easy
Pre-buried channel flow face coat is scratched, another aspect polystyrene foam quality is more crisp, and foam is difficult whole complete taking-up, bothersome to take
Power, working efficiency are low.
The later stage material of pre-buried channel flow filled and process improves to some extent, and has stronger pull resistance compared with polystyrene foam
Can, the case where filled and process is difficult to reject can be solved substantially, but during product final packaging, still needs to steep by filling
Three foam, plug, adhesive tape steps complete the installation of all packing materials, in product installation forming in use, also needing by removing
Adhesive tape rejects two steps of foam, and operating process is cumbersome, and working efficiency is relatively low.Meanwhile in pre-buried channel flow installation process, because
The variation of care environments temperature, alkaline environment, directly affects the viscosity of adhesive tape, and when tearing-off adhesive tape is possible to can be to pre-buried channel flow
Coating adversely affects.
Invention content
The purpose of the present invention is to provide a kind of integral type mortar leakage prevention packing materials can be primary by the improvement of structure
Property filling effectively prevent the infiltration of pre-buried channel flow concrete during the installation process, and can disposably reject, make packing material can
To reuse, cost is reduced.
The present invention is realized using technical solution below：
A kind of integral type mortar leakage prevention packing material, including pedestal, further include baffle, the flexible material of pedestal be made and
It is adapted with the inside dimension of pre-buried channel flow, the width of the baffle and pre-buried channel flow is adapted, and the baffle is by connecting neck
It is connect with pedestal, the width of the connection neck and the opening of pre-buried channel flow are adapted, one end setting of the pedestal far from baffle
Grid cloth.
Rubber magnetic sheet is arranged close to the side of pedestal in the baffle.
The connection neck is made of elastic material.
The grid cloth is made of elastic material, and several separation troughs are arranged close to one end of grid cloth in the pedestal.
The closed cavity of setting in the pedestal.
The pedestal is made of flame retardant flexible material.
The beneficial effects of the invention are as follows：
1, the present invention is integral type, and integral type has better seal after filling, pre-buried channel flow can be effectively prevent to exist
The infiltration of concrete is, it can be achieved that disposable filling, improves working efficiency in installation process；Pedestal 1 is made of flexible material can
Once to reject, packing material is made to may be reused, reduces cost.
2, rubber magnetic sheet is arranged close to the side of pedestal in baffle of the present invention, and rubber magnetic sheet adsorption tank road open metal face is removed
Have outside better seal than original adhesive tape, be also prevented from original adhesive tape because of care environments temperature, the variation of alkaline environment,
The viscosity for influencing adhesive tape avoids being possible to that the coating of pre-buried channel flow can be adversely affected when tearing-off adhesive tape.
3, present invention connection neck is made of elastic material, and the drawing into pre-buried channel flow is provided to baffle by elastic material
Power can increase leakproofness.
4, several separation troughs are arranged close to one end of grid cloth in pedestal of the present invention, increase the bending performance of pedestal, Neng Gouyou
It is once rejected out of pre-buried channel flow conducive to by pedestal.
5, the closed cavity of setting in pedestal of the present invention, when by pedestal by being rejected in pre-buried channel flow, can increase pedestal
Deformation can be conducive to out of pre-buried channel flow once reject pedestal.
6, pedestal of the present invention is made of flame retardant flexible material, disclosure satisfy that the fire resistant requirements of construction-engineering project.
Description of the drawings
Attached drawing 1 is the structural schematic diagram of embodiment 1.
Attached drawing 2 is the structural schematic diagram of embodiment 2.
Attached drawing 3 is the use state reference chart of the present invention.
Label as shown in the figure：1, pedestal；2, baffle；3, neck is connected；4, grid cloth；5, rubber magnetic sheet；6, separation trough；7, empty
Chamber；8, pre-buried channel flow.
Specific implementation mode
With reference to the drawings and specific embodiments, the invention will be further described.It should be understood that these embodiments are merely to illustrate
The present invention rather than limit the scope of the invention.In addition, it should also be understood that, after reading the content taught by the present invention, this field
Technical staff can make various changes or modifications the present invention, and such equivalent forms equally fall within the application the appended claims
Limited range.
A kind of integral type mortar leakage prevention packing material, including pedestal 1 further include baffle 2,1 flexible material system of the pedestal
It is adapted at and with the inside dimension of pre-buried channel flow 8, the width of the baffle 2 and pre-buried channel flow 8 is adapted, and the baffle 2 is logical
It crosses connection neck 3 to connect with pedestal 1, the opening of the width and pre-buried channel flow 8 of the connection neck 3 is adapted, and connects neck 3 by built-in groove
The opening in road 8 seals.Grid cloth 4 is arranged in the one end of the pedestal 1 far from baffle 2, and grid cloth 4 can enhance the tough of the packing material
Property, it prevents longer packing material to be broken during rejecting, whole tensile strength is improved, to realize packing material
Recycling, reduce production cost.It, will be pre-buried by manually filling in pedestal 1 inside pre-buried channel flow 8 when pre-buried channel flow 8 dispatches from the factory
Conduit 8 is filled, and baffle 2 is attached on the metal covering of 8 opening of pre-buried channel flow, and pre-buried channel flow 8 can be effectively prevent in installation process
The infiltration of middle concrete when rejecting, is held baffle 2 by pedestal 1 by being pulled out in pre-buried channel flow 8, is not had to by other tools,
Convenient and efficient and noresidue, disposable reject improves working efficiency, while will not injure the face coat of pre-buried channel flow 8.
Further, for the baffle 2 close to the side of pedestal 1 setting rubber magnetic sheet 5, rubber magnetic sheet 5 adsorbs conduit opening
Metal covering is also prevented from original adhesive tape because of care environments temperature, alkaline ring in addition to having better seal than original adhesive tape
The variation in border influences the viscosity of adhesive tape, also can avoid being possible to that unfavorable shadow can be caused to the coating of pre-buried channel flow 8 when tearing-off adhesive tape
It rings.
Further, the connection neck 3 is made of elastic material, is provided to baffle 2 to pre-buried channel flow 8 by elastic material
Interior pulling force can increase leakproofness.
Further, the grid cloth 4 is made of elastic material, and the pedestal 1 is several close to the setting of one end of grid cloth 4
Separation trough 6 increases the bending performance of pedestal 1, can be conducive to out of pre-buried channel flow 8 once reject pedestal 1.
Further, the closed cavity 7 of setting in the pedestal 1, when by pedestal 1 by being rejected in pre-buried channel flow 8, Neng Gouzeng
Add the deformation of pedestal 1, can be conducive to out of pre-buried channel flow 8 once reject pedestal 1.
Further, the pedestal 1 is made of flame retardant flexible material, disclosure satisfy that the fire resistant requirements of construction-engineering project.
Embodiment 1：
A kind of integral type mortar leakage prevention packing material, including pedestal 1 further include baffle 2, and pedestal 1 is whole to use XPE materials,
Chemical property is stablized, material softness plasticity number, and tensile strength is high, and fire proofing is made convenient for fire retardant is added, meets engineering
The fire resistant requirements of project, in addition, using the flexibility of XPE materials, it is fine-tuning caused by not being bonded between pre-buried channel flow 8 and pedestal
Error, it is ensured that leakproofness after final products molding.And the inside dimension of pedestal 1 and pre-buried channel flow 8 is adapted, the baffle 2 with
The width of pre-buried channel flow 8 is adapted, and the baffle 2 is connect by connecting neck 3 with pedestal 1, and the connection neck 3 is by elastic material system
At the opening of the width and pre-buried channel flow 8 of the connection neck 3 is adapted, and grid is arranged in the one end of the pedestal 1 far from baffle 2
Cloth 4, the grid cloth 4 are made of elastic material, and several separation troughs 6 are arranged close to one end of grid cloth 4 in the pedestal 1.
Embodiment 2：
A kind of integral type mortar leakage prevention packing material, including pedestal 1, the closed cavity 7 of the interior setting of the pedestal 1 further include
Baffle 2,1 flexible material of the pedestal are made and are adapted with the inside dimension of pre-buried channel flow 8, the baffle 2 and built-in groove
The width in road 8 is adapted, and the baffle 2 is connect by connecting neck 3 with pedestal 1, and the baffle 2 is arranged close to the side of pedestal 1
The opening of rubber magnetic sheet 5, the width and pre-buried channel flow 8 of the connection neck 3 is adapted, and the one end of the pedestal 1 far from baffle 2 is set
Set grid cloth 4.Rubber magnetic sheet adsorption tank road open metal face can also prevent in addition to having better seal than original adhesive tape
Only original adhesive tape influences the viscosity of adhesive tape because of care environments temperature, the variation of alkaline environment, and have can when also can avoid tearing-off adhesive tape
The coating of pre-buried channel flow can be adversely affected.
Claims (6)
1. a kind of integral type mortar leakage prevention packing material, including pedestal, it is characterised in that：Further include baffle, the pedestal is flexible
Material is made and is adapted with the inside dimension of pre-buried channel flow, and the width of the baffle and pre-buried channel flow is adapted, the baffle
It is connect with pedestal by connecting neck, the width of the connection neck and the opening of pre-buried channel flow are adapted, and the pedestal is far from baffle
One end be arranged grid cloth.
2. a kind of integral type mortar leakage prevention packing material according to claim 1, it is characterised in that：The baffle is close to pedestal
Side be arranged rubber magnetic sheet.
3. a kind of integral type mortar leakage prevention packing material according to claim 1 or 2, it is characterised in that：The connection neck by
Elastic material is made.
4. a kind of integral type mortar leakage prevention packing material according to claim 1, it is characterised in that：The grid cloth is by elasticity
Material is made, and several separation troughs are arranged close to one end of grid cloth in the pedestal.
5. a kind of integral type mortar leakage prevention packing material according to claim 1, it is characterised in that：Setting is close in the pedestal
The cavity closed.
6. a kind of integral type mortar leakage prevention packing material according to claim 1, it is characterised in that：The pedestal is by fire-retardant soft
Property material is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810315754.4A CN108532948A (en) | 2018-04-10 | 2018-04-10 | A kind of integral type mortar leakage prevention packing material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810315754.4A CN108532948A (en) | 2018-04-10 | 2018-04-10 | A kind of integral type mortar leakage prevention packing material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108532948A true CN108532948A (en) | 2018-09-14 |
Family
ID=63479806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810315754.4A Pending CN108532948A (en) | 2018-04-10 | 2018-04-10 | A kind of integral type mortar leakage prevention packing material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108532948A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023066654A1 (en) * | 2021-10-21 | 2023-04-27 | Fischerwerke Gmbh & Co. Kg | Anchor rail comprising a filler element, and method for removing the filler element |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006002558A (en) * | 2004-05-18 | 2006-01-05 | Towa Sangyo Kk | Concrete water-leakage preventive member and concrete water-leakage preventive construction method |
| CN102031870A (en) * | 2010-11-23 | 2011-04-27 | 徐焱 | Foaming material filling box with reinforced layer and slurry leakage hole |
| CN102261153A (en) * | 2011-04-22 | 2011-11-30 | 徐焱 | Light material filling piece with hard base |
| DE102013019732A1 (en) * | 2013-11-27 | 2015-05-28 | JORDAHL GmbH | Process for the production of concrete components with integrated anchor rail |
| CN206386125U (en) * | 2016-12-01 | 2017-08-08 | 北京建筑大学 | A kind of inside interstitital texture of built-in groove |
| CN206655476U (en) * | 2017-04-11 | 2017-11-21 | 山东天盾矿用设备有限公司 | A kind of new built-in groove |
| CN208072980U (en) * | 2018-04-10 | 2018-11-09 | 山东安泰克工程材料有限公司 | A kind of integral type mortar leakage prevention packing material |
-
2018
- 2018-04-10 CN CN201810315754.4A patent/CN108532948A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006002558A (en) * | 2004-05-18 | 2006-01-05 | Towa Sangyo Kk | Concrete water-leakage preventive member and concrete water-leakage preventive construction method |
| CN102031870A (en) * | 2010-11-23 | 2011-04-27 | 徐焱 | Foaming material filling box with reinforced layer and slurry leakage hole |
| CN102261153A (en) * | 2011-04-22 | 2011-11-30 | 徐焱 | Light material filling piece with hard base |
| DE102013019732A1 (en) * | 2013-11-27 | 2015-05-28 | JORDAHL GmbH | Process for the production of concrete components with integrated anchor rail |
| CN206386125U (en) * | 2016-12-01 | 2017-08-08 | 北京建筑大学 | A kind of inside interstitital texture of built-in groove |
| CN206655476U (en) * | 2017-04-11 | 2017-11-21 | 山东天盾矿用设备有限公司 | A kind of new built-in groove |
| CN208072980U (en) * | 2018-04-10 | 2018-11-09 | 山东安泰克工程材料有限公司 | A kind of integral type mortar leakage prevention packing material |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023066654A1 (en) * | 2021-10-21 | 2023-04-27 | Fischerwerke Gmbh & Co. Kg | Anchor rail comprising a filler element, and method for removing the filler element |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180914 |