CN108118612A - A kind of Non-strut bridge pier template - Google Patents
A kind of Non-strut bridge pier template Download PDFInfo
- Publication number
- CN108118612A CN108118612A CN201611086252.6A CN201611086252A CN108118612A CN 108118612 A CN108118612 A CN 108118612A CN 201611086252 A CN201611086252 A CN 201611086252A CN 108118612 A CN108118612 A CN 108118612A
- Authority
- CN
- China
- Prior art keywords
- template
- truss
- oval
- rib
- bridge 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of tool templates of casting concrete bridge pier, refer specifically to a kind of Non-strut bridge pier template, rib is erected including truss, oval template, the template cross rib outside oval template both sides and template, the template erects rib and penetrates template cross rib and be fixedly connected with template cross rib, the oval template includes two side templates and two nose circle form assemblies and is spliced, and the truss is spirally connected fixation by two side templates of bolt and the oval template;The cross section of the truss is square, the truss support being provided symmetrically outside the both sides of truss, and two parallel draw bars are equipped on four angles of truss;The present invention solves the technical issues of template is heavy, of high cost, inconvenient to use in the prior art.
Description
Technical field
The present invention relates to a kind of tool templates of casting concrete bridge pier, refer specifically to a kind of non pull rod type bridge pier mould
Plate.
Background technology
In recent years, China increases the construction dynamics of infrastructure, the construction of especially high-speed railway has obtained rapidly
Development, therewith and come be exactly the rapid development of bridge abutment moulding plate and greatly increasing for demand.Existing casting concrete bridge
The template of pier is very heavy, of high cost, uses very inconvenient, needs to improve.
The content of the invention
In view of the deficiencies of the prior art, the present invention is intended to provide a kind of Non-strut bridge pier template, solves the prior art
The technical issues of middle template is heavy, of high cost, inconvenient to use.
To solve the above-mentioned problems, the present invention provides following technical scheme:
A kind of Non-strut bridge pier template, including truss, oval template, the template outside oval template both sides
Cross rib and template erect rib, and the template erects rib and penetrates template cross rib and be fixedly connected with template cross rib, the elliptical mode
Plate includes two side templates and two nose circle form assemblies are spliced, and the truss passes through bolt and the oval template
Two side templates are spirally connected fixation;The cross section of the truss is square, the truss branch being provided symmetrically outside the both sides of truss
It supports, two parallel draw bars is equipped on four angles of truss.
The pull rod is fixed on by draw-bar seat on truss, and the draw-bar seat is angle steel.
The upper surface of the oval template offers evenly spaced connecting hole.
Two side templates of the oval template and two nose circle form assembly stitching portions are equipped with snap fastener, two side templates with
Two nose circle templates are connected by letter buckle and pass through positioning finger setting.
Advantageous effect:The present invention solves the technical issues of template is heavy, of high cost, inconvenient to use in the prior art.
Description of the drawings
Fig. 1 is the cross-sectional configuration schematic diagram of the present invention.
Fig. 2 is the longitudinal plane structure schematic diagram of the present invention.
Reference sign:Truss 1, oval template 2, side template 201, nose circle template 202, connecting hole 203, truss branch
Support 3, pull rod 4, angle steel 401, template cross rib 5, template erect rib 6.
Specific embodiment
Below according to the Figure of description specific embodiment that the present invention will be described in detail:
A kind of Non-strut bridge pier template, including truss 1, oval template 2, outside oval 2 both sides of template
Template cross rib 5 and template erect rib 6, and the template erects rib 6 and penetrates template cross rib 5 and be fixedly connected with template cross rib 5;Described
The upper surface of oval template 2 offers evenly spaced connecting hole 203, and the oval template 2 includes two side templates 201
With two nose circle templates 202 are combined and spliced forms, two side templates 201 of the oval template 2 are combined with two nose circle templates 202
Stitching portion be equipped with snap fastener, two side templates 201 are connected by letter buckle with two nose circle templates 202 and pass through positioning pin
Positioning;The truss 1 is spirally connected fixation by two side templates 201 of bolt and the oval template 2;The truss 1
Cross section for square, the truss support 3 being provided symmetrically outside the both sides of truss 1, be equipped with two on four angles of truss 1
Parallel draw bar 4, the pull rod 4 are fixed on by angle steel 401 on truss 1.
The above described is only a preferred embodiment of the present invention, any limit not is made to the technical scope of the present invention
System, therefore any subtle modifications, equivalent variations and modifications that every technical spirit according to the invention makees above example,
In the range of still falling within technical scheme.
Claims (4)
1. a kind of Non-strut bridge pier template, it is characterised in that:Including truss, oval template, arranged on oval template both sides
External template cross rib and template erects rib, and the template erects rib and penetrates template cross rib and be fixedly connected with template cross rib, described
Oval template include two side templates and two nose circle form assemblies and be spliced, the truss by bolt with it is described ellipse
Two side templates of circular shuttering are spirally connected fixation;The cross section of the truss is square, is equipped with outside the both sides of truss and symmetrically sets
The truss support put is equipped with two parallel draw bars on four angles of truss.
2. a kind of Non-strut bridge pier template according to claim 1, it is characterised in that:The pull rod passes through draw-bar seat
It is fixed on truss, the draw-bar seat is angle steel.
3. a kind of Non-strut bridge pier template according to claim 1, it is characterised in that:The oval template it is upper
End face offers evenly spaced connecting hole.
4. a kind of Non-strut bridge pier template according to claim 1, it is characterised in that:The two of the oval template
Side template and two nose circle form assembly stitching portions are equipped with snap fastener, and two side templates are connected and are led to by letter buckle with two nose circle templates
Cross positioning finger setting.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611086252.6A CN108118612A (en) | 2016-11-28 | 2016-11-28 | A kind of Non-strut bridge pier template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611086252.6A CN108118612A (en) | 2016-11-28 | 2016-11-28 | A kind of Non-strut bridge pier template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108118612A true CN108118612A (en) | 2018-06-05 |
Family
ID=62226399
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611086252.6A Pending CN108118612A (en) | 2016-11-28 | 2016-11-28 | A kind of Non-strut bridge pier template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108118612A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111364351A (en) * | 2018-12-25 | 2020-07-03 | 比亚迪股份有限公司 | Mold system of pier stud |
CN111395193A (en) * | 2020-04-23 | 2020-07-10 | 中交路桥建设有限公司 | Construction template for integrally pouring pier column tie beam and construction method thereof |
-
2016
- 2016-11-28 CN CN201611086252.6A patent/CN108118612A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111364351A (en) * | 2018-12-25 | 2020-07-03 | 比亚迪股份有限公司 | Mold system of pier stud |
CN111395193A (en) * | 2020-04-23 | 2020-07-10 | 中交路桥建设有限公司 | Construction template for integrally pouring pier column tie beam and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180605 |