CN206607505U - Cement placing installation for bridge construction - Google Patents
Cement placing installation for bridge construction Download PDFInfo
- Publication number
- CN206607505U CN206607505U CN201720217417.2U CN201720217417U CN206607505U CN 206607505 U CN206607505 U CN 206607505U CN 201720217417 U CN201720217417 U CN 201720217417U CN 206607505 U CN206607505 U CN 206607505U
- Authority
- CN
- China
- Prior art keywords
- inner template
- outer snare
- sheet metal
- interlayer
- bridge construction
- 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.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Cement placing installation for bridge construction, it is related to bridge engineering construction apparatus field, including outer snare and inner template, the outer snare is circular configuration, inner template is installed in the inside of outer snare, the inner template is hollow regular polygon structure, outer snare is circumscribed outside inner template, hollow interlayer is installed with the centre of inner template, corrugated sheet metal is provided with interlayer, the sheet metal surrounds the surrounding for being arranged on inner template, and hollow cavity is formed between sheet metal and the interlayer of inner template.The utility model structure is novel, using simple, efficiently quick, conveniently it is applied in combination, solidness after bridge pier is poured can be increased by sheet metal and using cooperatively for inner template, increase the hardness of bridge pier, the firmness that the speed poured and increase are poured can be effectively improved.
Description
Technical field：
The utility model is related to bridge engineering construction apparatus field, and in particular to a kind of cement for bridge construction is poured
Equipment.
Background technology：
Science of bridge building refers to the course of work of bridge exploration, design, construction, maintenance and calibrating etc., and studies this process
Science and engineering technology, it is a branch of civil engineering.The development of bridge engineering depends primarily on communications and transportation pair
The need for it.Ancient Bridges are based on current people, animal, and less, deck profile grade can be steeper, it might even be possible to lays step for load-carrying,
Construction through too busy to get away bridge pier in the construction of bridge；
And bridge pier is propped up in addition to the abutment that two ends and embankment are connected in the middle of remaining in bridge more than holes and holes
Support structure, bridge pier is mainly made up of top cap, pier shaft, and abutment is mainly made up of top cap, abutment body, and bridge pier is divided into solid pier, column pier
With framed bent pier etc..It can be divided into rectangle pier, sophisticated shape pier, circular pier etc. by flat shape.The material of building bridge pier can use timber, stone
Material, concrete, armored concrete, steel etc..
It is general many using the method poured progress in the building course of bridge pier, and be all to use mould during pouring
Tool is shaped, and the technical scheme that this patent is provided is exactly a kind of cement placing installation for bridge construction, and the equipment can
The firmness that the speed and increase poured with effectively improving is poured, facilitates and is used, and efficiency is fast at high speed, facilitates building for bridge pier
And if carrying.
Utility model content：
Technical problem to be solved in the utility model be to provide a kind of structure it is novel, using simple, efficiently quick, side
Just it is applied in combination, the cement for bridge construction that can effectively improve the firmness that the speed poured and increase are poured is poured and set
It is standby.
Technical problem to be solved in the utility model is realized using following technical scheme：
For the cement placing installation of bridge construction, including outer snare and inner template, the outer snare is circular configuration,
The inside of outer snare is provided with inner template, and the inner template is hollow regular polygon structure, and outer snare is circumscribed in outside inner template
Portion, hollow interlayer is installed with the centre of inner template, and corrugated sheet metal is provided with interlayer, and the sheet metal is surrounded and set
The surrounding in inner template is put, hollow cavity is formed between sheet metal and the interlayer of inner template；
Outer ring set can use rectangular configuration in different environments, and inner template in different situations then can be with
Use circular configuration；
The depth of the sheet metal is identical with the depth of outer snare with inner template, and sheet metal is uniformly arranged and mounted on inner template
In the interlayer of surrounding；
The thickness of the outer snare is twice of internal model plate thickness；
Outer snare is taken out after the completion of pouring and then inner template of arranging in pairs or groups proceeds to reuse；
The outer snare is solid construction；
After installing outer snare and inner template in the place for needing to pour when use, cement mortar is circulated into outer
Inside snare, after after the inside cavity between the completely outer snare of grout filling and inner template and inner template and sheet metal, by outside
Snare is withdrawn, and such cement bridge pier, which is poured, to be finished, and outer snare then is moved into next objective, and install supporting
Inner template can be poured next time；
The beneficial effects of the utility model are：Structure is novel, using simple, efficiently quick, is conveniently applied in combination, passes through gold
Category piece and using cooperatively for inner template can increase the solidness after bridge pier is poured, and increase the hardness of bridge pier, can effectively improve
The firmness that the speed and increase poured is poured.
Brief description of the drawings：
Fig. 1 is structural representation of the present utility model；
Wherein：The outer snares of 1-；2- inner templates；3- sheet metals.
Embodiment：
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
As shown in Figure 1：For the cement placing installation of bridge construction, including outer snare 1 and inner template 2, the outer snare 1
For circular configuration, inner template 2 is installed in the inside of outer snare 1, the inner template 2 is hollow regular polygon structure, outer ring
It is cut in outside set 1 outside inner template 2, is installed with hollow interlayer in the centre of inner template 2, corrugated metal is provided with interlayer
Piece 3, the sheet metal 3 surrounds the surrounding for being arranged on inner template 2, and hollow cavity is formed between sheet metal 3 and the interlayer of inner template 2
Body；
The outer snare 1 can use rectangular configuration in different environments, and inner template then may be used in different situations
To use circular configuration；
The depth of the sheet metal 3 is identical with the depth of outer snare 1 with inner template 2, and sheet metal 3 is uniformly arranged and mounted on interior
In the interlayer of the surrounding of template 2；
The thickness of the outer snare 1 is twice of the thickness of inner template 2；
Outer snare 1 is taken out after the completion of pouring and then inner template 2 of arranging in pairs or groups proceeds to reuse；
The outer snare 1 is solid construction；
After installing outer snare 1 and inner template 2 in the place for needing to pour when use, cement mortar is circulated into
Inside outer snare 1, the inside cavity between the completely outer snare 1 of grout filling and inner template 2 and inner template 2 and sheet metal 3 is treated
Afterwards, outer snare 1 is withdrawn, such cement bridge pier, which is poured, to be finished, and outer snare 1 then is moved into next objective, and pacify
Loading onto supporting inner template 2 can be poured next time；
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.The utility model
Claimed scope is by appended claims and its equivalent thereof.
Claims (5)
1. the cement placing installation for bridge construction, it is characterised in that：Including outer snare and inner template, the outer snare is circle
Shape structure, is provided with inner template in the inside of outer snare, and the inner template is hollow regular polygon structure, outer snare it is circumscribed in
Outside inner template, hollow interlayer is installed with the centre of inner template, corrugated sheet metal, the metal are provided with interlayer
Piece surrounds the surrounding for being arranged on inner template, and hollow cavity is formed between sheet metal and the interlayer of inner template.
2. the cement placing installation according to claim 1 for bridge construction, it is characterised in that：The depth of the sheet metal
Degree is identical with the depth of outer snare with inner template, and sheet metal is uniformly arranged and mounted in the interlayer of inner template surrounding.
3. the cement placing installation according to claim 1 for bridge construction, it is characterised in that：The thickness of the outer snare
Spend for twice of internal model plate thickness.
4. the cement placing installation according to claim 1 for bridge construction, it is characterised in that：The outer snare is real
Core structure.
5. the cement placing installation according to claim 1 for bridge construction, it is characterised in that：The outer snare can be used
Rectangular configuration is substituted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720217417.2U CN206607505U (en) | 2017-03-07 | 2017-03-07 | Cement placing installation for bridge construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720217417.2U CN206607505U (en) | 2017-03-07 | 2017-03-07 | Cement placing installation for bridge construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206607505U true CN206607505U (en) | 2017-11-03 |
Family
ID=60165828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720217417.2U Expired - Fee Related CN206607505U (en) | 2017-03-07 | 2017-03-07 | Cement placing installation for bridge construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206607505U (en) |
-
2017
- 2017-03-07 CN CN201720217417.2U patent/CN206607505U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103088844B (en) | Reinforced concrete inspection well whole prefabricated hoisting construction method | |
| CN105350777A (en) | Device and method for one-time pouring molding of ultra-high concrete column | |
| CN102828468B (en) | Construction method for controlling prefabricated crack of high-strength thin-walled box girder under high-temperature dry condition | |
| CN103485370B (en) | A kind of concrete construction control method preventing wallboard harmful cracks | |
| CN106113230B (en) | The non-type prefabricated for bench, template system and its construction method can be had enough to meet the need | |
| CN103556819A (en) | Construction method for reserving constructional column holes in beam plate | |
| CN103741949B (en) | Treatment of juncture between vertical structure and horizontal structure | |
| CN206607505U (en) | Cement placing installation for bridge construction | |
| CN206800800U (en) | Horizontal reinforcement distance piece | |
| CN103741944B (en) | Fixation kit, template system containing this fixation kit and body of wall casting method | |
| CN108179754A (en) | The construction method of long and narrow Extra-Deep Foundation Pit system | |
| CN114657940B (en) | Formwork supporting system for cement slab formwork cast-in-situ gravity type embankment retaining wall concrete and construction method | |
| CN206034946U (en) | Structure is handled to large -scale pressure vertical shaft concrete defect based on slipform technology | |
| CN207526118U (en) | For pre-buried and closure unwrapping wire hole unwrapping wire punch die | |
| CN105908883A (en) | Construction method for preventing upward floating of composite floor system lightweight core formwork | |
| CN104499481B (en) | A kind of prestressing force screw stake and preparation method thereof | |
| CN216076481U (en) | Concrete side wall hole shutoff construction equipment | |
| CN205329714U (en) | Compound retaining wall structure of highway precast concrete piece | |
| CN201835524U (en) | Pouring device for concrete beam with top embedded part | |
| CN108612121A (en) | A kind of formwork structure and its construction method of the pile framing of large area shallow waters | |
| CN104100091A (en) | Construction method and cylinder fixing device for pouring concrete to obtain cylinders by aid of paper forms | |
| CN204418666U (en) | A kind of building site is with there being side wall stair template | |
| CN203755682U (en) | Secondary pouring form board constructing structure for small opening of concrete structure floor slab | |
| CN109291208B (en) | Large-span prestressed concrete double-T-plate construction method | |
| CN203782715U (en) | Self-floating type inner mold system for under water pouring of hollow pipe column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171103 Termination date: 20180307 |