CN205557603U - Hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root - Google Patents
Hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root Download PDFInfo
- Publication number
- CN205557603U CN205557603U CN201620306910.7U CN201620306910U CN205557603U CN 205557603 U CN205557603 U CN 205557603U CN 201620306910 U CN201620306910 U CN 201620306910U CN 205557603 U CN205557603 U CN 205557603U
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- retaining wall
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Abstract
The utility model provides a go up the lateral wall, the adherent that sticks together above the flexible tubulose body that hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root comprises the flexible tubulose body, spring, a cylinder section of thick bamboo, conical body, rotary -table and adherent, and the spring distributes internally at flexible tubulose uniformly, and the lower extreme and the rotary -table socket joint of spring are connected, and the rotary -table bonds with the flexible tubulose body, and a cylinder section of thick bamboo to the upper end socket joint of spring, welds the cone on the cylinder section of thick bamboo, and the cone passes the flexible tubulose body. The utility model discloses simple structure, novel reasonable, the preparation is easy, simple operation, practicality are strong, can prevent the emergence of the mashed root common fault of reinforced concrete retaining wall, can realize that the reinforced concrete retaining wall outward appearance is effectual, high quality, long service life.
Description
Technical field
This utility model relates to Hydraulic and Hydro-Power Engineering technical field, is specifically related to a kind of Hydraulic and Hydro-Power Engineering retaining wall and prevents the formwork seal equipment of rotten.
Background technology
nullThe engineering that xoncrete structure is applied to is more，As Hydraulic and Hydro-Power Engineering、Building engineering、Municipal works、Road and bridge、Harbour、Harbour、The engineerings such as nuclear power station，This kind of engineering often uses concrete retaining wall，And often there is the common fault of a kind of rotten in reinforced concrete retaining wall，Rotten common fault fails to solve so far，It not only has influence on the appearance of engineering，And badly influence architecture quality and the life-span of engineering，Cause catastrophic loss even to the life of people and property，Its Producing reason has following several，One，The root template lower end of reinforced concrete retaining wall is poorly sealed、Spillage is serious，Template lower end is strip footing，Armored concrete or xoncrete structure end face are combined with template and are difficult to sealing，The formwork seal double faced adhesive tape uniquely used during engineering construction、Rotten common fault of reinforced concrete retaining wall do not had any effect yet，Because strip footing or Reinforced Concrete Raft plate or xoncrete structure end face belong to make by hand，It is uneven、Low precision；Its two, vibrating time is short, and the gas in armored concrete is not discharged；Its three, be that reinforcing bar is dense, slump is little or cobble-stone diameter is big；It four is anthropic factor etc..After reinforced concrete retaining wall generation bad root phenomenon, it can be seen that presentation quality is poor, degree of compaction is poor, reinforcing bar is exposed, wall leakage, steel bar corrosion, do not reach design requirement, severe patient needs dismounting to reform, suffering heavy losses, rear three kinds of factors have been resolved, and only the first factor producing rotten common fault is annoying our engineers and technicians and construction team.
Utility model content
The purpose of this utility model is: provide a kind of Hydraulic and Hydro-Power Engineering retaining wall to prevent the formwork seal equipment of rotten, the deficiency in background technology can be overcome, and have its advantage concurrently, the generation of rotten common fault of concrete retaining wall can be prevented, appearance is good, service life is long, and can not only meet design requirement, also can meet job specfication requirement simultaneously.
Realizing technical solution adopted in the utility model is: this close equipment is by flexible tubular body, spring, cylindrical drum, Rotary-table, cone and adherent composition, spring is evenly distributed in flexible tubular body, the lower end of spring is connected with Rotary-table socket joint, the upper end of spring is connected with cylindrical drum socket joint, being welded cone in cylindrical drum, cone passes flexible tubular body, flexible tubular upper side adhesion adherent.
The main cause produced due to rotten common fault of reinforced concrete retaining wall is, the template of concrete retaining wall root is poorly sealed with reinforced concrete strip foundation or raft plate top surface contact site, reinforced concrete strip foundation or raft plate are manual manufacture, not of uniform size, rough armored concrete end face is difficult to be connected sealing with template, also it is all of engineers and technicians pain in the necks the most, for this, template is designed this sealing equipment with reinforced concrete strip foundation or raft plate contact site, flexible tubular body thereon is bar shaped, transverse section is rectangle, the width of its transverse section is identical with the thickness of template, so it is easy to stable template, construction is fast, seal tight, simple operation is firm, the reinforced concrete retaining wall good looking appearance poured, design can be met require and job specfication requirement；Spring is evenly distributed in flexible tubular body, will play good sealing function for large-area concave-convex raft plate top surface or reinforced concrete strip foundation end face；And the lower end socket joint of spring the cylinder of Rotary-table one end, the Rotary-table other end bonding with flexible tubular body, flexible sleeve is overlapped in spring stage casing, can prevent from bending during spring pressurized, can be more preferably so the uneven location contacts little to Reinforced Concrete Raft plate top surface or strip footing end face is sealed；Spring upper end socket joint one end of cylindrical drum opening, the cylindrical drum other end is sealed welding by plectane, plectane diameter is more than cylindrical drum diameter and equal with spring outer diameter, the one end in the big footpath of vertical welding then cone, plectane center, a length of the 10 of cone～12mm and control at 6mm～8mm after the wall of flexible tubular body and adherent, preferably to connect with template, it is subjected to displacement during to prevent pouring reinforcement concrete, causes gathering concrete grout to affect the attractive in appearance and strength of reinforced concrete at other position；Adherent above flexible tubular body is to be preferably connected with template connecting portion by sealing equipment and sealing; the protecting film that adherent pastes above is the service life in order to preferably extend adherent; prevent adherent premature aging, use after protecting film can be peeled off in use.
Good effect of the present utility model is: this sealing equipment is simple and reasonable, novel, easily make, production cost is low, simple operation, practical, the generation of rotten common fault of reinforced concrete retaining wall can be prevented, therefore retaining wall can not only keep off soil and again can dash, appearance is good, intensity is high, service life is long, purposes is wide, Hydraulic and Hydro-Power Engineering reinforced concrete retaining wall can not only be used as and prevent the formwork seal equipment of rotten, also municipal works it are used as, building engineering, road and bridge, high voltage transmission line tower basis and the formwork seal equipment of rotten of Communication Engineering iron tower foundation reinforced concrete retaining wall；Job specfication requirement can not only be met, and fully meet design and require and the catastrophic effect caused to people because of rotten common fault can be avoided.
Accompanying drawing explanation
Accompanying drawing 1 is this utility model structural representation；
Accompanying drawing 2 is the side view of accompanying drawing 1；
Accompanying drawing 3 is the Rotary-table full-page proof schematic diagram on accompanying drawing 1；
Accompanying drawing 4 is the Rotary-table top view of accompanying drawing 3；
Accompanying drawing 5 is that the cylindrical drum on accompanying drawing 1 is connected drawing with cone；
Accompanying drawing 6 is the top view of accompanying drawing 5；
Accompanying drawing 7 is that this sealing equipment is connected scheme of installation with template and reinforced concrete strip foundation end face；
Accompanying drawing 8 is side view or the sectional drawing of accompanying drawing 7, i.e. this sealing equipment and plank sheathing, and reinforced concrete strip foundation and the reinforced concrete retaining wall poured connect or mounting structure schematic diagram.
Detailed description of the invention
This utility model such as accompanying drawing 1, shown in 2, this sealing equipment 12 is by flexible tubular body 1, spring 2, Rotary-table 3, cylindrical drum 4, cone 5 and adherent 6 form, spring 2 is evenly distributed in flexible tubular body 1, spring 2 lower end socket joint one end having cylinder 31 of Rotary-table 3, the other end of Rotary-table 3 i.e. conical round table body 32 miner diameter end is bonding with flexible tubular body 1 lower wall, sleeve 11 is overlapped in the stage casing of spring 2, the upper end socket joint of spring 2 one end of cylindrical drum 4 opening, the other end of cylindrical drum 4 is by plectane 41 welded closure, the bigger diameter end of plectane 41 center vertical welding then cone 5, cone 5 is through the upper side wall of flexible tubular body 1, flexible tubular body 1 upper side wall bonding adherent 6, protecting film 7 is against above adherent 6；A length of 10mm～12mm of cone 5; 6mm～8mm is spilt after flexible tubular body 1 and adherent 6; can preferably connect with plank sheathing 8; it is subjected to displacement during to prevent casting concrete, affects presentation quality, reduces strength of reinforced concrete; the most bonding adherent 6 of flexible tubular body 1 can preferably connect template and seal spillage gap; adherent 6 protecting film 7 above can extend the service life of adherent 6; to prevent premature aging, after being peeled off by protecting film 7 during use, get final product (shown in accompanying drawing 3,4,5,6,7,8).
nullUsing method of the present utility model and sealing principle: this sealing equipment 12 is used by the sealing of plank sheathing 8，First one section of sealing equipment 12 of Sealing formboard 8 equal length is intercepted，Then protecting film 7 is peeled off，Allowing bar shaped seal equipment 12 has the side of cone 5 align with template 8 and press pressure，Cone 5 is allowed to penetrate in template 8，Carry out template 8 the most again to install，Install and behind axis correction position in template 8，Allow vertical strip footing 9 supporting surface of template 8 carry out pressure is fixing can pouring reinforcement concrete retaining wall 10，Template 8 acts on cylindrical drum 4 and spring 2 through cone 5，Flexible tubular body 1 is acted on again through Rotary-table 3，Reinforced concrete strip foundation 9 end face of rough support shuttering 8 is carried out pressure and fills and leads up sealing，Owing to spring 2 is evenly distributed in, flexible tubular body 1 is interior and spring 2 overlaps sleeve and do not bends，And flexible tubular body 1 is extruded by the lower end of spring 2 through Rotary-table 3，So not of uniform size to support shuttering 8、Rough armored concrete end face good seal，No longer spillage，Solve the generation of 10 rotten common faults of retaining wall the most well.
Claims (8)
1. a Hydraulic and Hydro-Power Engineering retaining wall prevents the formwork seal equipment of rotten, it is characterized in that: it is made up of flexible tubular body, spring, cylindrical drum, bullet, Rotary-table and adherent, spring is evenly distributed in flexible tubular body, the lower end of spring is connected with Rotary-table socket joint, Rotary-table is bonding with flexible tubular body, and the upper end socket joint of spring cylindrical drum, and cylindrical drum is welded cone, cone is through the upper side wall of flexible tubular body, the above adhesion adherent of flexible tubular body.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: described flexible tubular body is bar shaped, and transverse section is rectangle, and the width of its transverse section is identical with the thickness of template.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: described cylindrical drum one end open, other end plectane solder up and plectane diameter is more than cylindrical drum diameter and identical with spring outer diameter.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: described cone bigger diameter end is vertically welded in the plectane center of cylindrical drum sealing.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: its one end of described Rotary-table is conical round table, and the other end is cylinder.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterized in that: described lower spring end socket joint the cylinder of Rotary-table one end, the upper end socket joint of spring one end of cylindrical drum opening, and flexible sleeve is overlapped in spring stage casing.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: described cone its a length of 10～12mm, and control in 6mm～8mm length after flexible tubular body and adherent.
A kind of Hydraulic and Hydro-Power Engineering retaining wall the most according to claim 1 prevents the formwork seal equipment of rotten, it is characterised in that: against protecting film above described adherent, protecting film is peelable with adherent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620306910.7U CN205557603U (en) | 2016-04-13 | 2016-04-13 | Hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620306910.7U CN205557603U (en) | 2016-04-13 | 2016-04-13 | Hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557603U true CN205557603U (en) | 2016-09-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620306910.7U Expired - Fee Related CN205557603U (en) | 2016-04-13 | 2016-04-13 | Hydraulic and hydroelectric engineering retaining wall prevents sealed equipment of template of mashed root |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557603U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804121A (en) * | 2016-04-13 | 2016-07-27 | 盛文杰 | Template sealing equipment for preventing root rot of water conservancy and hydropower engineering retaining wall |
-
2016
- 2016-04-13 CN CN201620306910.7U patent/CN205557603U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804121A (en) * | 2016-04-13 | 2016-07-27 | 盛文杰 | Template sealing equipment for preventing root rot of water conservancy and hydropower engineering retaining wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20170413 |