CN106337368B - A kind of hypervelocity Thin-Wall Piers template construction stent - Google Patents
A kind of hypervelocity Thin-Wall Piers template construction stent Download PDFInfo
- Publication number
- CN106337368B CN106337368B CN201610728238.5A CN201610728238A CN106337368B CN 106337368 B CN106337368 B CN 106337368B CN 201610728238 A CN201610728238 A CN 201610728238A CN 106337368 B CN106337368 B CN 106337368B
- Authority
- CN
- China
- Prior art keywords
- main frame
- cable
- column
- cyclic annular
- annular steel
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
Abstract
The invention discloses a kind of hypervelocity Thin-Wall Piers template construction stents, including four main frames, the column being welded on main frame, and it is fixed on the support cable of main frame both sides, equidistant arrangement between main frame, main frame is made of several cyclic annular steel rings, column is symmetricly set on main frame, column links together the cyclic annular steel ring on main frame, column bottom fixes on the ground, support cable is made of several cables, cable is symmetricly set on the both sides of main frame, and the cable quantity per side is identical with the quantity of cyclic annular steel ring；Cyclic annular steel ring is welded in one end of every cable, and the cable other end fixes on the ground, and the present invention makes and using simply, can effectively fix the high Pier Formwork of bridge, ensure that construction quality and safety.And the Thin-Wall Piers template construction stent proposed, is prepared, non-environmental-pollution problem with steel, meets the policy of national green environmental protection, is worth promoting and applying in science of bridge building field.
Description
Technical field
The present invention relates to a kind of construction bracket, more particularly to a kind of hypervelocity Thin-Wall Piers template construction stent belongs to bridge
Engineering field.
Background technology
Bridge is the important component of the infrastructure such as railway, highway, and China's traffic in recent years Transportation Engineering is rapidly sent out
Exhibition has built up many Longspan Bridges and has come into operation.With being continuously increased for the city intersection number of plies, high-grade highway across
River span ravine bridge quantity is continuously increased, and pier stud is also higher and higher.The construction of hypervelocity Thin-Wall Piers, form work engineering are very important
A part has a conclusive effect for construction quality and construction safety, and the installing/dismounting method of traditional hypervelocity template
The problems such as template comes off, shifts is be easy to cause, there is security risks to a certain extent.Present aspect proposes that a kind of hypervelocity is thin
The construction bracket of wall pier template can be very good to realize the optimization of construction quality.
Invention content
Installing/dismounting method the technical problem to be solved by the present invention is to overcome existing hypervelocity template be easy to cause template
The problems such as coming off, shifting there is the defects of security risk to a certain extent, provides a kind of hypervelocity Thin-Wall Piers template construction
Stent, so as to solve the above problems.
In order to solve the above technical problem, the present invention provides following technical solutions：
The present invention provides a kind of hypervelocity Thin-Wall Piers template construction stent, including four main frames, is welded on the main frame
Column on frame and the support cable for being fixed on the main frame both sides, equidistant arrangement between the main frame, the main frame
Frame is made of several cyclic annular steel rings, and the column is symmetricly set on the main frame, and the column will be on the main frame
The cyclic annular steel ring link together, the column bottom fixes on the ground, and the support cable is by several cable groups
Into the cable is symmetricly set on the both sides of the main frame, the quantity of the cable quantity and the cyclic annular steel ring per side
It is identical.
As a preferred technical solution of the present invention, the diameter of the ring-type steel ring is 2cm, each cyclic annular steel ring
Between height be 50cm.
As a preferred technical solution of the present invention, the column is made of four I-steel, and the column is welded on
The quadrangle of the main frame.
As a preferred technical solution of the present invention, the diameter of the cable is 1cm, and one end of the every cable is welded
The cyclic annular steel ring is connect, the cable other end fixes on the ground.
As a preferred technical solution of the present invention, the distance between adjacent described cable bottom is 15cm, and
The outermost cable and the angle on ground are 60 degree.
The advantageous effect that is reached of the present invention is：The present invention provides a kind of hypervelocity Thin-Wall Piers template construction stent, makes
It is simple with using, the high Pier Formwork of bridge can be effectively fixed, ensure that construction quality and safety.And the thin-walled proposed
Pier template construction stent, is prepared with steel, non-environmental-pollution problem, meets the policy of national green environmental protection, is worth
It is promoted and applied in science of bridge building field.
Description of the drawings
Attached drawing is used to provide further understanding of the present invention, and a part for constitution instruction, the reality with the present invention
Example is applied together for explaining the present invention, is not construed as limiting the invention.In the accompanying drawings：
Fig. 1 is whole elevation of the invention；
Fig. 2 is whole side view of the invention；
Fig. 3 is overall top view of the present invention；
In figure：1st, main frame；2nd, column；3rd, cable is supported；4th, cyclic annular steel ring；5th, cable.
Specific embodiment
The preferred embodiment of the present invention is illustrated below in conjunction with attached drawing, it should be understood that preferred reality described herein
It applies example to be merely to illustrate and explain the present invention, be not intended to limit the present invention.
Embodiment
As shown in Figs. 1-3, a kind of hypervelocity Thin-Wall Piers template construction stent, including four main frames 1, is welded on main frame
Column 2 on 1 and the support cable 3 for being fixed on 1 both sides of main frame, equidistant arrangement between main frame 1, main frame 1 is by several
A ring-type steel ring 4 forms, and column 2 is symmetricly set on main frame 1, and the cyclic annular steel ring 4 on main frame 1 is connected to one by column 2
It rises, 2 bottom of column fixes on the ground, and support cable 3 is made of several cables 5, and cable 5 is symmetricly set on main frame 1
Both sides, 5 quantity of cable per side are identical with the quantity of cyclic annular steel ring 4.
Further, the diameter of cyclic annular steel ring 4 is 2cm, and the height between each ring-type steel ring 4 is 50cm, and column 2 is by four
Root I-steel forms, and column 2 is welded on the quadrangle of main frame 1, and the diameter of cable 5 is 1cm, one end welding ring of every cable 5
Shape steel ring 4,5 other end of cable fix on the ground, and the distance between adjacent 5 bottom of cable is 15cm, and outermost
Cable 5 and the angle on ground are 60 degree.
Specifically, main frame 1 is the agent structure of the present invention, it is made of multiple cyclic annular steel rings 4, plays the work of fixed form
With；Column 2 is the pillar for connecting and supporting main frame 1；Support cable 3 is the structure on side face connection main frame 1 and ground.
A diameter of 2cm of cyclic annular steel ring 4, the circle total length that cyclic annular steel ring 4 surrounds is determined by the template outer profile size of bridge pier, by mould
Plate is fixed on the inside of main frame 1, plays the role of ensuring template construction quality and safety.Cyclic annular steel ring 4 is along short transverse
One is set every 50cm, total quantity is determined by the height of template.Column 2 is made of four I20a I-steel, is welded on main frame
The quadrangle of frame 1, the cyclic annular steel ring 4 of main frame 1 links together column 2 and bottom is fixed on ground, and it is entire to play support
The effect of stent.
Support cable 3 is made of the cable 5 of several diameter 1cm, these cables 5 are symmetrically located in the both sides of stent, per side
5 quantity of cable it is identical with the quantity of cyclic annular steel ring 4, the cyclic annular steel ring 4 of a connection of every cable 5, using the side of being welded to connect
Formula, other end fix on the ground.The distance between adjacent 5 bottom of cable is 15cm, and outermost cable 5 and ground
Angle be 60 degree.Support cable 3 plays the role of support bracket fastened.
The present invention provides a kind of hypervelocity Thin-Wall Piers template construction stent, makes and using simply, can effectively fix
The high Pier Formwork of bridge, ensure that construction quality and safety.And the Thin-Wall Piers template construction stent proposed, is with steel system
For what is formed, non-environmental-pollution problem meets the policy of national green environmental protection, is worth promoting and applying in science of bridge building field.
Finally it should be noted that：The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify to the technical solution recorded in foregoing embodiments or carry out equivalent replacement to which part technical characteristic.
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in the present invention's
Within protection domain.
Claims (3)
1. a kind of hypervelocity Thin-Wall Piers template construction stent including four main frames (1), is welded on the main frame (1)
Column (2) and the support cable (3) for being fixed on the main frame (1) both sides, which is characterized in that between the main frame (1)
Equidistant arrangement, the main frame (1) are made of several cyclic annular steel rings (4), and the column (2) is symmetricly set on the main frame
(1) on, the column (2) links together the cyclic annular steel ring (4) on the main frame (1), column (2) bottom
It fixes on the ground, the column (2) is made of four I-steel, and the column (2) is welded on the four of the main frame (1)
Angle, the support cable (3) are made of several cables (5), and the cable (5) is symmetricly set on the two of the main frame (1)
Side, the cable (5) quantity per side is identical with the quantity of the cyclic annular steel ring (4), and the diameter of the cable (5) is 1cm, often
One end welding cyclic annular steel ring (4) of cable described in root (5), cable (5) other end fix on the ground.
A kind of 2. hypervelocity Thin-Wall Piers template construction stent according to claim 1, which is characterized in that the ring-type steel ring
(4) diameter is 2cm, and the height between each cyclic annular steel ring (4) is 50cm.
A kind of 3. hypervelocity Thin-Wall Piers template construction stent according to claim 1, which is characterized in that the adjacent iron
The distance between rope (5) bottom is 15cm, and the outermost cable (5) and the angle on ground are 60 degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610728238.5A CN106337368B (en) | 2016-08-25 | 2016-08-25 | A kind of hypervelocity Thin-Wall Piers template construction stent |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610728238.5A CN106337368B (en) | 2016-08-25 | 2016-08-25 | A kind of hypervelocity Thin-Wall Piers template construction stent |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106337368A CN106337368A (en) | 2017-01-18 |
| CN106337368B true CN106337368B (en) | 2018-06-29 |
Family
ID=57822168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610728238.5A Active CN106337368B (en) | 2016-08-25 | 2016-08-25 | A kind of hypervelocity Thin-Wall Piers template construction stent |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106337368B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063139U (en) * | 1990-02-12 | 1990-10-03 | 青岛建筑机械厂 | Big shuttering made of plywood |
| JPH08134848A (en) * | 1994-11-10 | 1996-05-28 | Ohbayashi Corp | Execution method of steel pipe-concrete composite structure pier |
| CN2423346Y (en) * | 2000-03-25 | 2001-03-14 | 武警水电部队三峡永久船闸南线砼项目经理部 | Thin-lining wall building concrete travelling mould construction device |
| CN102141466A (en) * | 2010-12-21 | 2011-08-03 | 浙江大学 | Boundary simulation device and method for thin-walled cylindrical shell structure experiment |
| CN102251669A (en) * | 2011-05-26 | 2011-11-23 | 葛洲坝集团第二工程有限公司 | Construction method for cylindrical thin-walled concrete wall template |
| CN103510469A (en) * | 2012-06-28 | 2014-01-15 | 中铁二十五局集团建筑安装工程有限公司 | Construction method for manufacturing thin-walled hollow pier |
-
2016
- 2016-08-25 CN CN201610728238.5A patent/CN106337368B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063139U (en) * | 1990-02-12 | 1990-10-03 | 青岛建筑机械厂 | Big shuttering made of plywood |
| JPH08134848A (en) * | 1994-11-10 | 1996-05-28 | Ohbayashi Corp | Execution method of steel pipe-concrete composite structure pier |
| CN2423346Y (en) * | 2000-03-25 | 2001-03-14 | 武警水电部队三峡永久船闸南线砼项目经理部 | Thin-lining wall building concrete travelling mould construction device |
| CN102141466A (en) * | 2010-12-21 | 2011-08-03 | 浙江大学 | Boundary simulation device and method for thin-walled cylindrical shell structure experiment |
| CN102251669A (en) * | 2011-05-26 | 2011-11-23 | 葛洲坝集团第二工程有限公司 | Construction method for cylindrical thin-walled concrete wall template |
| CN103510469A (en) * | 2012-06-28 | 2014-01-15 | 中铁二十五局集团建筑安装工程有限公司 | Construction method for manufacturing thin-walled hollow pier |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106337368A (en) | 2017-01-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102192368B (en) | Large-span overhead pipeline sliding installation method | |
| CN108774948A (en) | A kind of segment free cantilever erection pier cap beam and its assembling method | |
| CN103821075B (en) | Long span oblique pull assembly type steel bridge on highway | |
| CN206034289U (en) | A supporting structure that is used for on navigable river installation steel arched bridge | |
| CN104532749A (en) | Support used for construction of upper beam of main tower of suspension bridge | |
| CN105239514B (en) | Stepless-adjustment ball-hinge type multi-support-leg forward transverse shifting track system of bridge girder erection machine | |
| CN102251465A (en) | Suspension bridge with bearing cable having X-shaped curve | |
| CN108221711A (en) | Across existing railway Business Line freely-supported tied arch pushing tow flat turn and high-order fall girder apparatus | |
| CN203716044U (en) | Low bearing or middle bearing cable arch combined structural bridge | |
| CN203795315U (en) | High pier cable-stayed bridge No.0 block non-bracket construction structure | |
| CN106337368B (en) | A kind of hypervelocity Thin-Wall Piers template construction stent | |
| CN103835238B (en) | A kind of high pier cable stayed bridge No. 0 block non-stand construction method and the structure in constructing | |
| CN203461693U (en) | Ultrahigh steel support leg for combined gantry crane with Bailey truss | |
| CN103806373B (en) | Oblique pull assembly type steel bridge on highway suspension cable anchor system | |
| CN103266567B (en) | Steel truss cantilever supporting frame and its implementation | |
| CN104831615A (en) | Combined cable-stayed steel structure arch bridge in special-shaped spatial lattice form based on loop system | |
| CN211815595U (en) | Lower tower column tension and compression structure for cable tower | |
| CN103628408A (en) | Construction method for splay supporting frame of bridge cast-in-place concrete formwork | |
| CN204475179U (en) | Bridge construction Cast-in-situ Beam, bent cap, binder concrete attaching prestressed girder support | |
| CN110241728A (en) | A kind of girder steel temporary support structure and girder steel construction method across existing line | |
| CN202170474U (en) | Support system mixing type combined beam cable-stayed bridge | |
| CN105625177A (en) | Steel truss suspending support construction method | |
| CN201952736U (en) | Auxiliary pier movable bracket for assisting invariable-amplitude beam erecting crane in erecting steel box girder | |
| CN105648911B (en) | Bridge construction Cast-in-situ Beam, bent cap, binder concrete adhesion type prestressed girder support | |
| CN209276999U (en) | A kind of urban viaduct cantilever is set a roof beam in place support system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |