CN206438500U - A kind of bridge pile foundation steel reinforcement cage space positioning system - Google Patents
A kind of bridge pile foundation steel reinforcement cage space positioning system Download PDFInfo
- Publication number
- CN206438500U CN206438500U CN201621251401.5U CN201621251401U CN206438500U CN 206438500 U CN206438500 U CN 206438500U CN 201621251401 U CN201621251401 U CN 201621251401U CN 206438500 U CN206438500 U CN 206438500U
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- support
- ring
- reinforcement cage
- detent
- steel
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Abstract
The utility model provides a kind of bridge pile foundation steel reinforcement cage space positioning system for belonging to road and bridge engineering technical field.The system includes two semi-circular brackets, longitudinal bracings, support etc. of putting more energy into.Semi-circular bracket is provided with ring detent, two semi-circular bracket on-site consolidations circularize support, ring support and support anchored in situ of putting more energy into are assembled, longitudinal bracing spaced set stirrup detent, longitudinal bracing and ring support anchor connection, ring support is fixed on steel base by support of putting more energy into, and rotary type mobile pulley and adjustable vertical supporting are installed on steel base.By setting steel reinforcement cage space positioning system, it ensure that steel reinforcement cage accurate positioning and lifting are poured indeformable, greatly improve fabrication of reinforcing cage efficiency, whole system Stability Analysis of Structures is reliable, assembled quick, convenient disassembly, it is reusable, a kind of new method can be provided for the making of actual bridge construction pile foundation steel reinforcement cage.
Description
Technical field
The utility model is related to road and bridge engineering technical field, it particularly relates to arrive a kind of bridge pile foundation steel reinforcement cage space
Alignment system.
Background technology
Traditional minor diameter or clump of piles bridge pile foundation are in fabrication of reinforcing cage using between simple mold control steel reinforcement cage cage bar
Away from mold generally forms interior concave arc in steel plate pallet top perforate, and arc length is the 1/3 of steel reinforcement cage circumference, steel plate bracket
It is welded and fixed with bottom surface concrete continuous footing.But for the bridge pile foundation steel reinforcement cage of major diameter, using existing construction technology, its
There is the problem of cage bar spacing is difficult to control to, steel reinforcement cage deflection is excessive in the arc length of top 2/3 in manufacturing process, especially
Fabrication of reinforcing cage quality is even more to be difficult to control to during production in enormous quantities, and manufacturing speed is slow, and work efficiency is low.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of bridge pile foundation steel reinforcement cage space positioning system, can
Suitable for major diameter bridge pile foundation steel reinforcement cage, when making, the space of lengthways main steel bar and ring stirrup is accurately positioned, and is greatly improved
The producing efficiency of steel reinforcement cage.
A kind of bridge pile foundation steel reinforcement cage space positioning system, it is characterised in that including：Semi-circular bracket 1, steel support 2, ring
To detent 3, anchor hole 4, bolt 5, support 6 of putting more energy into, steel base 7, rotary mobile pulley 8, adjustable vertical supporting 9, vertical
To support 10, stirrup detent 11, ring stirrup 12, longitudinal reinforcement 13 and buckle 14；Wherein,
The semi-circular bracket 1 sets ring detent 3；The longitudinal reinforcement 13 is arranged at ring detent 3；
Buckle 14 is provided with the ring detent 3；Steel is set to support 2 in the semi-circular bracket 1；Two semi-circular brackets 1 show
Field is assembled into ring support；The ring support and 6 anchored in situ of support of putting more energy into that the semi-circular bracket 1 is assembled into are assembled；It is described vertical
Spaced set stirrup detent 11 on to support 10；The ring stirrup 12 is arranged at stirrup detent 11；It is described
Longitudinal bracing 10 and ring support anchor connection；The ring support is fixed on steel base 7 by support 6 of putting more energy into；The steel bottom
Rotary type mobile pulley 8 is installed on seat 7；Adjustable vertical supporting 9 is installed on the steel base 7.
The ring support anchor connection that some longitudinal bracings 10 and two semi-circular brackets 1 are assembled into, realizes ring support
Longitudinal stability.
Adjustable vertical supporting 9 is installed, when steel base 7 is moved, vertical supporting 9 is adjusted up liftoff, rotation on steel base 7
Rotatable mobile pulley 8 is grounded, during fabrication of reinforcing cage, the downward regulated ground of vertical supporting 9, and rotary mobile pulley 8 is liftoff.
On steel base 7 during 9 downward regulated ground of vertical supporting, whole space positioning system monolithic stability.
Compared with prior art, by setting steel reinforcement cage space positioning system, it ensure that steel reinforcement cage accurate positioning and hang
Dress pours indeformable, greatly improves fabrication of reinforcing cage efficiency, and whole system Stability Analysis of Structures is reliable, assembled quick, dismounting
It is convenient and reusable, a kind of new method can be provided for the making of actual bridge construction pile foundation steel reinforcement cage.
Brief description of the drawings
Fig. 1 is steel reinforcement cage space orientation lateral arrangement figure in the utility model；
Fig. 2 is semi-circular bracket on-site consolidation schematic cross-sectional view in the utility model；
Fig. 3 is the horizontal schematic diagram of steel reinforcement cage space positioning system in the utility model；
Fig. 4 is that longitudinal reinforcement buckle fixes schematic diagram temporarily in the utility model；
Fig. 5 is that steel reinforcement cage space orientation is longitudinally arranged figure in the utility model；
Fig. 6 is the longitudinal schematic diagram of steel reinforcement cage space positioning system in the utility model.
Description of reference numerals is as follows：
1- semi-circular brackets, the support of 2- steel, 3- rings detent, 4- anchor holes, 5- bolts, 6- are put more energy into support, 7- steel bases, 8-
Rotary mobile pulley, the adjustable vertical supportings of 9-, 10- longitudinal bracings, 11- stirrups detent, 12- rings stirrup,
13- longitudinal reinforcements, 14- buckles.
Embodiment
With reference to specific embodiment bridge pile foundation steel reinforcement cage space positioning system described in the utility model is done into
One step illustrates, but protection domain of the present utility model is not limited to this.
As depicted in figs. 1-6, the bridge pile foundation steel reinforcement cage space positioning system in the utility model, including semicircle branch
It is frame 1, steel support 2, ring detent 3, anchor hole 4, bolt 5, support 6 of putting more energy into, steel base 7, rotary mobile pulley 8, adjustable
Vertical supporting 9, longitudinal bracing 10, stirrup detent 11, ring stirrup 12, longitudinal reinforcement 13 and buckle 14.
The semi-circular bracket 1 sets ring detent 3；The longitudinal reinforcement 13 is arranged at ring detent 3；
Buckle 14 is provided with the ring detent 3；Steel is set to support 2 in the semi-circular bracket 1；Two semi-circular brackets 1 show
Field is assembled into ring support；The ring support and 6 anchored in situ of support of putting more energy into that the semi-circular bracket 1 is assembled into are assembled；It is described vertical
Spaced set stirrup detent 11 on to support 10；The ring stirrup 12 is arranged at stirrup detent 11；It is described
Longitudinal bracing 10 and ring support anchor connection；The ring support is fixed on steel base 7 by support 6 of putting more energy into；The steel bottom
Rotary type mobile pulley 8 is installed on seat 7；Adjustable vertical supporting 9 is installed on the steel base 7.
The ring support anchor connection that some longitudinal bracings 10 and two semi-circular brackets 1 are assembled into, realizes ring support
Longitudinal stability.
Adjustable vertical supporting 9 is installed, when steel base 7 is moved, vertical supporting 9 is adjusted up liftoff, rotation on steel base 7
Rotatable mobile pulley 8 is grounded, during fabrication of reinforcing cage, the downward regulated ground of vertical supporting 9, and rotary mobile pulley 8 is liftoff.
On steel base 7 during 9 downward regulated ground of vertical supporting, whole space positioning system monolithic stability.
When using above-mentioned bridge pile foundation steel reinforcement cage space positioning system, it can carry out in accordance with the following steps：
1st, steel base vertical supporting is adjusted up, and rotary mobile pulley ground connection, two semi-circular brackets pass through support of putting more energy into
Assembly is fixed on steel base, as shown in Figure 2.
2nd, two semi-circular bracket on-site consolidations circularize support.
3rd, mobile ring support, the longitudinal ring support distance of regulation, longitudinal bracing and ring support anchor connection.
4th, the downward regulated ground of steel base vertical supporting, rotary mobile pulley is liftoff, as shown in figs. 3 and 6.
5th, longitudinal reinforcement is installed successively along ring support detent, and is fixed temporarily using buckle, as shown in Figure 4.
6th, installed along the groove of longitudinal bracing in ring stirrup, ring stirrup and longitudinal reinforcement formation steel reinforcement cage, such as Fig. 5
It is shown.
7th, after the completion of fabrication of reinforcing cage, longitudinal reinforcement buckle is unclamped.
Compared with prior art, by setting steel reinforcement cage space positioning system, it ensure that steel reinforcement cage accurate positioning and hang
Dress pours indeformable, greatly improves fabrication of reinforcing cage efficiency, and whole system Stability Analysis of Structures is reliable, assembled quick, dismounting
It is convenient and reusable, a kind of new method can be provided for the making of actual bridge construction pile foundation steel reinforcement cage.
Exemplary embodiment of the present utility model is the foregoing is only, it is all in this reality not to limit the utility model
With any modifications, equivalent substitutions and improvements made within new spirit and principle etc., it should be included in of the present utility model
Within protection domain.
Claims (3)
1. a kind of bridge pile foundation steel reinforcement cage space positioning system, it is characterised in that including：Semi-circular bracket (1), steel support (2), ring
To detent (3), anchor hole (4), bolt (5), support (6) of putting more energy into, steel base (7), rotary mobile pulley (8), adjustable
Vertical supporting (9), longitudinal bracing (10), stirrup detent (11), ring stirrup (12), longitudinal reinforcement (13) and buckle
(14), wherein,
The semi-circular bracket (1) sets ring detent (3)；The longitudinal reinforcement (13) is arranged on ring detent
(3) place；Ring detent (3) place is provided with buckle (14)；Steel is set to support (2) in the semi-circular bracket (1)；Two
Semi-circular bracket (1) on-site consolidation circularizes support；Ring support and support (6) of putting more energy into that the semi-circular bracket (1) is assembled into
Anchored in situ is assembled；Spaced set stirrup detent (11) on the longitudinal bracing (10)；The ring stirrup (12) sets
Put at stirrup detent (11) place；The longitudinal bracing (10) and ring support anchor connection；The ring support is by adding
Strength support (6) is fixed on steel base (7)；Rotary type mobile pulley (8) is installed on the steel base (7)；The steel base (7)
It is upper that adjustable vertical supporting (9) is installed.
2. bridge pile foundation steel reinforcement cage space positioning system according to claim 1, it is characterised in that the steel base (7)
Upper to install adjustable vertical supporting (9), when steel base (7) is mobile, vertical supporting (9) is adjusted up liftoff, rotary movement
Pulley (8) is grounded, during fabrication of reinforcing cage, the downward regulated ground of vertical supporting (9), and rotary mobile pulley (8) is liftoff.
3. bridge pile foundation steel reinforcement cage space positioning system according to claim 1, it is characterised in that the steel base (7)
The downward regulated ground of upper vertical supporting (9), the bridge pile foundation steel reinforcement cage space positioning system monolithic stability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621251401.5U CN206438500U (en) | 2016-11-14 | 2016-11-14 | A kind of bridge pile foundation steel reinforcement cage space positioning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621251401.5U CN206438500U (en) | 2016-11-14 | 2016-11-14 | A kind of bridge pile foundation steel reinforcement cage space positioning system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438500U true CN206438500U (en) | 2017-08-25 |
Family
ID=59644684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621251401.5U Expired - Fee Related CN206438500U (en) | 2016-11-14 | 2016-11-14 | A kind of bridge pile foundation steel reinforcement cage space positioning system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206438500U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729353A (en) * | 2018-05-25 | 2018-11-02 | 成都交投建筑工业化有限公司 | A kind of General reinforced cage binding moulding bed |
| CN109900237A (en) * | 2017-12-11 | 2019-06-18 | 上海岩土工程勘察设计研究院有限公司 | A kind of more piece steel reinforcement cage ground wall deviational survey pipe connection and installation method |
| CN111283039A (en) * | 2020-02-11 | 2020-06-16 | 王利民 | Ring reinforcing steel bar forming equipment for supporting long column based on bridge construction |
| CN113878072A (en) * | 2021-10-27 | 2022-01-04 | 中国建筑土木建设有限公司 | Reinforcing cage processing equipment |
| CN114108492A (en) * | 2021-12-21 | 2022-03-01 | 浙江交工集团股份有限公司 | Assembled framework for temporarily positioning cast-in-place stand column reinforcement cage and construction method |
| CN114855779A (en) * | 2022-06-20 | 2022-08-05 | 中国十九冶集团有限公司 | Pile foundation reinforcement cage preparation method |
-
2016
- 2016-11-14 CN CN201621251401.5U patent/CN206438500U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109900237A (en) * | 2017-12-11 | 2019-06-18 | 上海岩土工程勘察设计研究院有限公司 | A kind of more piece steel reinforcement cage ground wall deviational survey pipe connection and installation method |
| CN108729353A (en) * | 2018-05-25 | 2018-11-02 | 成都交投建筑工业化有限公司 | A kind of General reinforced cage binding moulding bed |
| CN111283039A (en) * | 2020-02-11 | 2020-06-16 | 王利民 | Ring reinforcing steel bar forming equipment for supporting long column based on bridge construction |
| CN113878072A (en) * | 2021-10-27 | 2022-01-04 | 中国建筑土木建设有限公司 | Reinforcing cage processing equipment |
| CN113878072B (en) * | 2021-10-27 | 2023-09-12 | 中国建筑土木建设有限公司 | Reinforcing cage processing equipment |
| CN114108492A (en) * | 2021-12-21 | 2022-03-01 | 浙江交工集团股份有限公司 | Assembled framework for temporarily positioning cast-in-place stand column reinforcement cage and construction method |
| CN114855779A (en) * | 2022-06-20 | 2022-08-05 | 中国十九冶集团有限公司 | Pile foundation reinforcement cage preparation method |
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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: 20170825 Termination date: 20181114 |