CN104179124B - A kind of self adaptation binder template for pier stud binder concrete construction - Google Patents
A kind of self adaptation binder template for pier stud binder concrete construction Download PDFInfo
- Publication number
- CN104179124B CN104179124B CN201410436666.1A CN201410436666A CN104179124B CN 104179124 B CN104179124 B CN 104179124B CN 201410436666 A CN201410436666 A CN 201410436666A CN 104179124 B CN104179124 B CN 104179124B
- Authority
- CN
- China
- Prior art keywords
- template
- binder
- side form
- interlude
- pier
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of self adaptation binder template for pier stud binder concrete construction, belong to bridge substructure construction field, including surrounding the side form of two pier studs, and it is located at side form bottom, bed die between two pier studs, the side form is located at the part between two pier studs and is made up of interlude template and the splicing fixation of side form other parts two parts, and both splicing lines are an oblique line, in shape wide at the top and narrow at the bottom, its bottom and upper segment is higher by the side form other parts height spliced with which to the interlude template.The present invention can effectively reduce impact of the error of pier stud construction generation to binder template construction, improve Surface Quality of Concrete.
Description
Technical field
The invention belongs to bridge substructure construction field, more particularly to pier stud binder concrete-pouring template construction neck
Domain.
Background technology
1) traditional pier stud binder concrete pouring construction template：
Binder is the works that two single limb pier studs are connected to become in bridge substructure pier stud an entirety.Single limb
Pier stud is constructed to certain altitude, after binder casting concrete synchronous with pier stud or single limb pier stud are directly constructed to designed elevation
Binder concrete is individually poured again.During conventional construction, binder concreting adopts aerial bracket or direct floor-type support, so
Binder bed die is installed afterwards, assembling reinforcement is installed side form, pours binder concrete.General binder Side shuttering is set with Pier Formwork
The integral or individually designed binder Side shuttering of meter, and be all often rectangle.
2) limitation of traditional construction technique：
The binder concreting rectangle sides template for generally using, due to being subject to Pier Formwork manufacture deviation and positioning
Deviation effects, pier stud is constructed to the distance between two limb pier stud of certain altitude error, causes the planar dimension of pier stud binder (special
It is not the distance between two pier studs) change is produced, template can be caused to install or pacify by design drawing processing binder template
After decking, seam is too big, causes Surface Quality of Concrete difference or template to re-assembly after needing cutting.Particularly rectangular
When body or square constructing tie beam, often constructing tie beam is delayed, and Surface Quality of Concrete is bad, and seam is more, faulting of slab ends is larger
Deng.
Content of the invention
It is an object of the invention to：A kind of self adaptation binder template for pier stud binder concrete construction is proposed, is reduced
Impact of the error that pier stud construction is produced to binder template construction, improves Surface Quality of Concrete.
The object of the invention is realized by following technical proposals：
A kind of self adaptation binder template for pier stud binder concrete construction, including surrounding the side form of two pier studs, and
Side form bottom, the bed die between two pier studs is located at, the side form is located at the part between two pier studs by interlude template and side form
The fixed composition of other parts two parts splicing, and both splicing lines are an oblique line, the interlude template is in shape wide at the top and narrow at the bottom
Shape, its bottom and upper segment are higher by the side form other parts height spliced with which.
Alternatively, the interlude template is inverted trapezoidal or wedge shape.
Used as further selecting, the interlude template is isosceles trapezoid.
Alternatively, also include the rebound for connecting pier stud and bed die.
In such scheme, rebound is in order to connecting pier stud and bed die.
Alternatively, the side form is located at the part between two pier studs and is recessed towards between two pier studs, the side form cross section
Overall is in dumbbell shape.
Alternately, the side form cross section is integrally rectangular.
Aforementioned main scheme of the invention and its each further selection scheme can be this with independent assortment to form multiple schemes
Invention can be adopted and claimed scheme：Such as the present invention, it is combined with other selections by respectively selecting, people in the art
Member can understand there is multiple combination according to prior art and common knowledge after the present invention program is understood, and be claimed by the present invention
Technical scheme, here do not do exhaustion.
The course of work is：The part that side form is located between two pier studs be designed to spliced, and in the middle of binder Side shuttering
Section stencil design is into (such as inverted trapezoidal or wedge shape) wide at the top and narrow at the bottom, and short transverse is highly higher than binder up and down, so works as pier stud
Construct to certain altitude, bed die is installed, assembling reinforcement is installed binder section other templates, finally inserted interlude template, this
When interlude template can be adaptively adjusted the position of wedged template insertion according to the distance between two limb pier shafts, will interlude
The vertical direction displacement of template is converted into the distance between its horizontal direction displacement, two pier studs of coupling, interlude template and side form
Other parts are combined closely naturally, it is ensured that the seam of binder template.
Binder side form in global design, be designed as between interlude template and side form other parts spliced, and both
Splicing line be an oblique line, interlude template and side form other parts are brought into close contact, are formed overall, it is ensured that interlude template with
After the insertion of pier stud distance change, fit together perfectly with other templates.So both reduced now due to pier stud distance change template not
Can install or seam too much influence, also improve model sheetinstallat efficiency, and pier stud binder concrete appearance after the completion of constructing
Quality is good.
Beneficial effects of the present invention：Using the present invention program, tradition is overcome as pier stud construction causes binder concrete
Template cannot install or install after the too big shortcoming of seam.Using this wedged template, in-site installation does not receive pier stud construction deviation
Affect, installation rate is fast, and after the completion of construction, binder Surface Quality of Concrete is good.It is especially face directly mixed in pier stud binder side
In solidifying soil constructing tie beam, effect is greatly improved.
Description of the drawings
Fig. 1 is that the half of the embodiment of the present invention 1 matches somebody with somebody half entity facade structures schematic diagram of mould；
Fig. 2 is the facade structures schematic diagram of the embodiment of the present invention 1；
Fig. 3 is that the half of the embodiment of the present invention 1 matches somebody with somebody half physical plane structural representation of mould；
Fig. 4 is that the half of the embodiment of the present invention 2 matches somebody with somebody half physical plane structural representation of mould；
Wherein 1 is pier stud, 2 is side form, 3 is bed die, 4 is rebound, 21 is template in front and back, 22 is left-right template, 23 are
Interlude template.
Specific embodiment
Following non-limiting examples are used for the present invention to be described.
Embodiment 1：
Referring to figs. 1 to shown in 3, a kind of self adaptation binder template for pier stud binder concrete construction, including surrounding two
The side form 2 of pier stud 1, and 2 bottom of side form is located at, the bed die 3 between two pier studs 1 also includes the mistake for connecting pier stud 1 and bed die 3
Cab apron 4.Side form 2 is located at the part between two pier studs 1 and is recessed towards between two pier studs 1, and 2 cross section of side form is in integrally dumbbell shape.Side
Mould 2 is located at the part between two pier studs 1 and is made up of interlude template 23 and the splicing fixation of side form other parts two parts, and both
Splicing line be an oblique line, interlude template 23 is in shape wide at the top and narrow at the bottom, and its bottom and upper segment is higher by the side form spliced with which
Other parts height.As illustrated, side form 2 is by two pieces of left-right templates 22 and four pieces 23 groups of template 21 and interlude template in front and back
Into, 23 top of interlude template is higher by the side form other parts height L spliced with which, be higher by below the side form that splices with which its
He is Partial Height N.Interlude template 23 is inverted trapezoidal or wedge shape, preferably isosceles trapezoid.
Installation method：1 concrete surface of pier stud construct to away from binder bottom surface certain distance when, install binder bed die 3, Ran Houfen
Not An Zhuan template 21 in front and back of two pieces of left-right templates 22 and four pieces, finally the interlude template 23 of isosceles trapezoid is inserted, interlude
Template 23 can be according to two limb pier studs 1 apart from its position of self-adaptative adjustment.
Embodiment 2：
The present embodiment is substantially the same manner as Example 1, and its difference is：Side form cross section is integrally rectangular, as shown in Figure 4.
Presently preferred embodiments of the present invention is the foregoing is only, not in order to limit the present invention, all in essence of the invention
Any modification, equivalent and improvement that is made within god and principle etc., should be included within the scope of the present invention.
Claims (6)
1. a kind of self adaptation binder template for pier stud binder concrete construction, it is characterised in that：Including surrounding two pier studs
Side form, and side form bottom, the bed die between two pier studs is located at, the side form is located at the part between two pier studs by interlude mould
Plate and the fixed composition of side form other parts two parts splicing, and both splicing lines are an oblique line, the interlude template is presented
Narrow shape under width, its bottom and upper segment are higher by the side form other parts height spliced with which；Side form is located between two pier studs
Part is designed to spliced, and binder Side shuttering interlude stencil design is into wide at the top and narrow at the bottom, and short transverse is up and down than being
Depth of beam is high, so after pier stud is constructed to certain altitude, installs bed die, assembling reinforcement, installs binder section other templates, finally
Interlude template is inserted, now interlude template can be adaptively adjusted interlude template according to the distance between two limb pier shafts
The position of insertion, will the vertical direction displacement of interlude template be converted into its horizontal direction displacement, between two pier studs of coupling
Distance, interlude template and side form other parts are combined closely naturally, it is ensured that the seam of binder template.
2. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that：Described
Interlude template is inverted trapezoidal or wedge shape.
3. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 2, it is characterised in that：Described
Interlude template is isosceles trapezoid.
4. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that：Also wrap
Include the rebound of connection pier stud and bed die.
5. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that：Described
Side form is located at the part between two pier studs and is recessed towards between two pier studs, and the side form cross section is in integrally dumbbell shape.
6. the self adaptation binder template of pier stud binder concrete construction is used for as claimed in claim 1, it is characterised in that：Described
Side form cross section is integrally rectangular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410436666.1A CN104179124B (en) | 2014-08-29 | 2014-08-29 | A kind of self adaptation binder template for pier stud binder concrete construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410436666.1A CN104179124B (en) | 2014-08-29 | 2014-08-29 | A kind of self adaptation binder template for pier stud binder concrete construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104179124A CN104179124A (en) | 2014-12-03 |
| CN104179124B true CN104179124B (en) | 2017-03-15 |
Family
ID=51960444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410436666.1A Active CN104179124B (en) | 2014-08-29 | 2014-08-29 | A kind of self adaptation binder template for pier stud binder concrete construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104179124B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178192B (en) * | 2015-08-28 | 2017-04-05 | 天津五市政公路工程有限公司 | Adjustable binder and pier stud integrated construction technique and application specific form |
| CN110700105B (en) * | 2019-10-21 | 2021-04-20 | 中交一公局第七工程有限公司 | Synchronous construction method for high pier column and tie beam and template used in same |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3875583B2 (en) * | 2002-03-20 | 2007-01-31 | 川田工業株式会社 | Concrete construction method |
| CN201713963U (en) * | 2010-06-04 | 2011-01-19 | 同济大学 | Replaceable connecting beam |
| CN102345379B (en) * | 2010-08-02 | 2013-10-30 | 王亚运 | Closed combination template |
| CN202627506U (en) * | 2012-05-25 | 2012-12-26 | 中国葛洲坝集团股份有限公司 | Formwork for cast-in-place concrete connecting beams |
| CN103215962A (en) * | 2013-03-22 | 2013-07-24 | 中铁大桥局集团第五工程有限公司 | Pier stud type pile foundation tie beam steel hanging box cofferdam |
| CN103981798B (en) * | 2014-05-21 | 2015-10-14 | 福州大学 | A kind of hinged precast hollow slab beam bridge hinge sews up head and construction method thereof |
| CN204151684U (en) * | 2014-08-29 | 2015-02-11 | 中交二航局第四工程有限公司 | A kind of self adaptation binder template for the concrete construction of pier stud binder |
-
2014
- 2014-08-29 CN CN201410436666.1A patent/CN104179124B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104179124A (en) | 2014-12-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108240041B (en) | A kind of bean column node reinforcing bar avoiding structure and its construction method | |
| CN206928189U (en) | Crash barrier template system and outer-enwraped type anticollision barrier | |
| CN107190983B (en) | A kind of construction method of prefabricated assembled cornice | |
| CN105649212A (en) | Flexible connection device for masonry filler wall and main body frame and building method of filler wall | |
| CN109024298A (en) | capping beam construction method | |
| CN104179124B (en) | A kind of self adaptation binder template for pier stud binder concrete construction | |
| KR101638093B1 (en) | Rahmen using hinge type pc wall and method for constructing the same | |
| KR101191502B1 (en) | Structure system using bar truss integrated asymmetry h-beam and end beam | |
| CN105525571A (en) | Construction method of anti-collision wall | |
| KR101334071B1 (en) | The needless filling structure in the junction of pc beam and vertical member | |
| CN106437146A (en) | Template used for casting floor beam and construction method of floor beam | |
| CN204151684U (en) | A kind of self adaptation binder template for the concrete construction of pier stud binder | |
| JP2017227052A (en) | Mold hanger | |
| JP5869717B1 (en) | Existing concrete structure reinforcement structure | |
| CN208518348U (en) | The mounting structure and its bracket of timber floor | |
| CN207582946U (en) | Plate typified form drops in a kind of assembled toilet structure | |
| CN205557839U (en) | Brickwork infilled wall and main body frame's flexible connection mean | |
| CN103161311B (en) | Large diameter reinforced concrete pipe road crosses the construction method of abutment | |
| CN106400687B (en) | A kind of pier stud reinforcing bar positioning auxiliary moulding bed | |
| CN205531026U (en) | Basic unit's framework of steel reinforcement lip block | |
| KR101346671B1 (en) | The pin connection structure using the spacer in the junction of pc beam and vertical member | |
| CN202519583U (en) | Fabricated formwork structure for cast-in-situ construction of circular arc-shaped wing plates of overpass | |
| CN206070757U (en) | Stagewise built-in fitting | |
| KR101022249B1 (en) | Manufacturing method of wall type rahmen bridge | |
| CN202482774U (en) | Combined template structure for cast-in-place construction on arc flange and arc baseboard of interchange |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |