CN204282219U - Large-scale bridge beam supports grouting die carrier - Google Patents
Large-scale bridge beam supports grouting die carrier Download PDFInfo
- Publication number
- CN204282219U CN204282219U CN201420660734.8U CN201420660734U CN204282219U CN 204282219 U CN204282219 U CN 204282219U CN 201420660734 U CN201420660734 U CN 201420660734U CN 204282219 U CN204282219 U CN 204282219U
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- grouting
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- support cover
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- 238000009434 installation Methods 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 abstract description 17
- 238000000034 method Methods 0.000 abstract description 6
- 238000009415 formwork Methods 0.000 abstract 1
- 230000007306 turnover Effects 0.000 abstract 1
- 238000004873 anchoring Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a large-scale bridge beam supports grouting die carrier, its characterized in that: the formwork mainly comprises four templates which are mutually surrounded and fastened to form a grouting die cavity; the rotary bridge bearing support mechanism is arranged on the upper surface of at least one group of opposite templates, the rotary bridge bearing support mechanism is provided with a rotary limiting device and a lifting adjusting mechanism, and the bridge bearing support mechanism is adjustably mounted on the upper mounting plate; fine tuning feet are arranged at four corners of the die carrier. Adopt above-mentioned technical scheme, in actual work progress, can once only accomplish support axis and plane elevation adjustment to carry out bridge beam supports grouting process construction smoothly, avoid repeated adjustment operation and each process mutual interference, improve work efficiency, in addition the utility model discloses still have advantages such as the turnover is strong, the installation is dismantled conveniently, firm reliable, easy and simple to handle, construction control precision height.
Description
Technical field
The utility model belongs to technical field of bridge construction, particularly relates to a kind of large-scale bridge support grouting mould bases.
Background technology
Bridge pad is the important feature parts connecting bridge superstructure and substructure, and the counter-force of bridge superstructure and distortion (displacement and corner) can be passed to bridge substructure by reliably.Because large-scale bridge support is from great, and pier stud top operational limited space, bearing leveling when mounted needs repeatedly to adjust axis and plane elevation, and take multiple measurements and check, complicated operation, difficulty of construction is large, and support grouting cannot be carried out immediately to fix after support leveling, its axis and plane elevation may be caused to produce error because of collision bearing during follow-up grouting model sheetinstallat, need repeatedly finely tune guarantee construction quality again, and then affect the progress of engineering.
Summary of the invention
The utility model for solve in known technology the technical problem that exists and provide a kind of solid and reliable, easy and simple to handle, construction control precision is high, disposablely can complete bearing axis and the adjustment of plane elevation, and carry out the construction of support grouting operation smoothly, avoid the large-scale bridge support grouting mould bases repeating adjustment operation and each operation is mutually disturbed, increased work efficiency.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is:
A kind of large-scale bridge support grouting mould bases, is characterized in that: this mould bases mainly comprises four pieces of templates, and four pieces of templates mutually enclose and are fastenedly connected and form grouting die cavity; The upper and lower surface of described four pieces of templates is equipped with upper mounting plate and lower installation board; Have at least one group of relative template upper surface to be provided with swinging bridge pad supporting mechanism in above-mentioned four pieces of templates, described bridge pad supporting mechanism adjustable installing is on upper mounting plate;
Described swinging bridge pad supporting mechanism mainly comprises head tree, and the upper surface of described head tree is provided with center-pole; Described center-pole is set with revolving support cover, the external diameter of described revolving support cover is concordant with enclosing post-grouting die cavity medial surface or have certain distance apart from medial surface; The excircle of described revolving support cover is provided with gripper shoe along revolving support cover axis direction, and the outward flange of described gripper shoe extends in grouting die cavity, and its degree of depth extends to bridge pad upper junction plate, and holds up bridge pad;
The upper end of described center-pole is provided with thread segment, equipped locking nut on described thread segment;
Rotary caging device is provided with between described revolving support cover and head tree;
The soffit of described head tree is provided with connecting screw rod, described connecting screw rod is inserted in the installing hole of upper mounting plate, described installing hole is elongated hole, described connecting screw rod is fitted with two locking nuts, two locking nuts respectively spiral shell are contained on connecting screw rod, two locking nuts are distributed in the both sides up and down of the upper mounting plate of template upper surface, and two above-mentioned locking nuts and connecting screw rod constitute and adjust head tree and be elevated, and fastening lift adjustment mechanism;
Four Angle Position of the mould bases that described four pieces of templates enclose are provided with fine setting footing.
The utility model can also adopt following technical measures:
Described rotary caging device comprises the semicircle revolution breach being arranged on head tree upper end, and the two ends of revolution breach define limiting section; The soffit of corresponding revolution gap position revolving support cover is provided with the slewing limit block of 1/4 circle, and described slewing limit block is inserted in revolution breach.
One group of adjacent forms is had at least to be provided with level gauge in described four pieces of templates.
The advantage that the utility model has and good effect are: because the utility model adopts technique scheme, in practice of construction process, disposablely can complete bearing axis and the adjustment of plane elevation, and carry out the construction of bridge support grouting operation smoothly, avoid repeating adjustment operation and each operation is mutually disturbed, increased work efficiency, the utility model also has revolving strong, easy installation and removal, solid and reliable, easy and simple to handle, construction control precision advantages of higher in addition.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is head tree structural representation;
Fig. 4 is revolving support nested structure schematic diagram;
Fig. 5 is the utility model using state figure.
In figure: 1, template; 1-1, grouting die cavity; 1-2, upper mounting plate; 1-20, installing hole; 1-3, lower installation board; 2, swinging bridge pad supporting mechanism; 2-1, head tree; 2-10, revolution breach; 2-11, limiting section; 2-2, center-pole; 2-20, thread segment; 2-21, locking nut; 2-3, revolving support cover; 2-30, slewing limit block; 2-4, gripper shoe; 2-5, rotary caging device; 2-6, lift adjustment mechanism; 2-60, connecting screw rod; 2-61, locking nut; 2-62, locking nut; 3, bridge pad; 3-1, upper junction plate; 3-2, lower connecting plate; 4, footing is finely tuned; 5, level gauge; 6, bridge pier; 6-1, anchor hole; 7, pinner; 8, anchoring piece.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to Fig. 1 to Fig. 4, a kind of large-scale bridge support grouting mould bases, this mould bases mainly comprises four pieces of templates, 1, four pieces of templates and mutually encloses and be fastenedly connected formation grouting die cavity 1-1; The upper and lower surface of described four pieces of templates is equipped with upper mounting plate 1-2 and lower installation board 1-3; Above-mentioned template also can adopt C shape channel-section steel to replace, and described channel-section steel should meet load bearing requirements; Have at least one group of relative template upper surface to be provided with swinging bridge pad supporting mechanism 2 in above-mentioned four pieces of templates, described bridge pad supporting mechanism adjustable installing, on upper mounting plate 1-2, adopts adjustable structure to meet the adjustment of docking location between template.
Above-mentioned swinging bridge pad supporting mechanism 2 mainly comprises head tree 2-1, and the upper surface of described head tree is provided with center-pole 2-2; Described center-pole is set with revolving support cover 2-3; In order to avoid interfering at placement bridge pad head tree, the external diameter of described revolving support cover is concordant with enclosing post-grouting die cavity medial surface or have certain distance apart from medial surface; The excircle of described revolving support cover 2-3 is provided with gripper shoe 2-4 along revolving support cover axis direction, and the outward flange of described gripper shoe extends in grouting die cavity, and its degree of depth extends to bridge pad upper junction plate 3-1, and holds up bridge pad 3.The upper end of above-mentioned center-pole 2-2 is provided with thread segment 2-20, equipped locking nut 2-21 on described thread segment, the configuration of this locking nut mainly solves two technical problems, off center bar 2-2 when the first prevents revolving support to be enclosed within construction, it two is play locking effect, namely after placing bridge pad, revolving support cover is turned to grouting die cavity inward turning, rotate and lock to assigned address, thus avoid the revolving support cover adjusting to turn round, and then ensure the safety and stability of construction.
Rotary caging device 2-5 is provided with between described revolving support cover 2-3 and head tree 2-1; Described rotary caging device comprises the semicircle revolution breach 2-10 being arranged on head tree 2-1 upper end, and the two ends of revolution breach define limiting section 2-11; The soffit of corresponding revolution gap position revolving support cover is provided with the slewing limit block 2-30 of 1/4 circle, and described slewing limit block is inserted in revolution breach.This rotary caging device ensures that revolving support has two extreme positions when being enclosed within revolution, one is the extreme position before placing bridge pad, gripper shoe on this position revolving support cover is left above grouting die cavity, bridge pad is facilitated to be placed in grouting die cavity smoothly, another extreme position is Support Position, be positioned at below the upper junction plate being just in time positioned at bridge pad above grouting die cavity in this position gripper shoe, thus play picking-up supporting bridge bearing.
The soffit of described head tree 2-1 is provided with connecting screw rod 2-60, described connecting screw rod is inserted in the installing hole 1-20 of upper mounting plate, described installing hole is elongated hole, described connecting screw rod is fitted with two locking nuts 2-61,2-62, two locking nuts respectively spiral shell are contained on connecting screw rod, two locking nuts are distributed in the both sides up and down of the upper mounting plate 1-2 of template upper surface, and two above-mentioned locking nuts and connecting screw rod constitute and adjust head tree and be elevated, and fastening lift adjustment mechanism 2-6; This structure design mainly solves the problem adjusting axis and plane elevation after supporting bridge bearing is placed, by loosening and tightening the coarse regulation that can realize axis and elevation fast two locking nuts.
Four Angle Position of the mould bases that described four pieces of templates enclose are provided with fine setting footing 4, can carry out the fine setting to realizing axis and elevation, and then ensure that construction quality by fine setting footing.
Conveniently observe the levelness of template, have at least in described four pieces of templates in one group of adjacent forms and be provided with level gauge 5.
Concrete construction method, refer to Fig. 5, be first sleeved on the pinner 7 of bridge pier 6 upper surface four pieces of templates are enclosed mould bases, and ensure that each inner surface of template 1 and the side of pinner are close to, spillage during to prevent from being in the milk, now finely tunes the upper surface of bottom foot base at bridge pier, then the locking nut 2-21 on center-pole is unclamped, and open revolving support cover 2-3, then anchoring piece 8 is installed by the lower connecting plate of bridge pad, by boom hoisting, bridge pad is slowly placed in grouting die cavity 1-1, now anchoring piece is just in time aimed in the anchor hole 6-1 on bridge pier, when the lower connecting plate 3-2 of bridge pad 3 is descending, and after crossing revolving support cover 2-3, open revolving support cover to revolving support position, then the locking nut 2-21 of center-pole upper end is locked by revolving support cover locking, now bridge pad continues descending until bridge pad lower connecting plate 4-2 contacts with the upper surface of pinner 6 under the effect of boom hoisting, now by adjusting lift adjustment mechanism 2-4 to ensure axial location and the plane elevation of bridge pad according to actual conditions, and each limit whether level can be observed by level gauge 5, can be finely tuned by fine setting footing 4 if difference is less, after the axial location of above-mentioned regulating guarantee bridge pad and plane elevation, start grouting, wait decentering after grout cures, can once grouting be completed.
In sum, adopt technique scheme, in practice of construction process, disposablely can complete bearing axis and the adjustment of plane elevation, and carry out the construction of bridge support grouting operation smoothly, avoid repeating adjustment operation and each operation is mutually disturbed, increased work efficiency, the utility model also has revolving strong, easy installation and removal, solid and reliable, easy and simple to handle, construction control precision advantages of higher in addition.
The above is only to preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, every according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solutions of the utility model.
Claims (3)
1. a large-scale bridge support grouting mould bases, is characterized in that: this mould bases mainly comprises four pieces of templates, and four pieces of templates mutually enclose and are fastenedly connected and form grouting die cavity; The upper and lower surface of described four pieces of templates is equipped with upper mounting plate and lower installation board; Have at least one group of relative template upper surface to be provided with swinging bridge pad supporting mechanism in above-mentioned four pieces of templates, described bridge pad supporting mechanism adjustable installing is on upper mounting plate;
Described swinging bridge pad supporting mechanism mainly comprises head tree, and the upper surface of described head tree is provided with center-pole; Described center-pole is set with revolving support cover, the external diameter of described revolving support cover is concordant with enclosing post-grouting die cavity medial surface or have certain distance apart from medial surface; The excircle of described revolving support cover is provided with gripper shoe along revolving support cover axis direction, and the outward flange of described gripper shoe extends in grouting die cavity, and its degree of depth extends to bridge pad upper junction plate, and holds up bridge pad upper junction plate;
The upper end of described center-pole is provided with thread segment, equipped locking nut on described thread segment;
Rotary caging device is provided with between described revolving support cover and head tree;
The soffit of described head tree is provided with connecting screw rod, described connecting screw rod is inserted in the upper installing hole of installing plate, described installing hole is elongated hole, described connecting screw rod is fitted with two locking nuts, two locking nuts respectively spiral shell are contained on connecting screw rod, two locking nuts are distributed in the both sides up and down of the installing plate of template upper surface, and two above-mentioned locking nuts and connecting screw rod constitute and adjust head tree and be elevated, and fastening lift adjustment mechanism;
Four Angle Position of the mould bases that described four pieces of templates enclose are provided with fine setting footing.
2. large-scale bridge support grouting mould bases according to claim 1, is characterized in that: described rotary caging device comprises the semicircle revolution breach being arranged on head tree upper end, and the two ends of revolution breach define limiting section; The soffit of corresponding revolution gap position revolving support cover is provided with the slewing limit block of 1/4 circle, and described slewing limit block is inserted in revolution breach.
3. large-scale bridge support grouting mould bases according to claim 1, is characterized in that: have at least one group of adjacent forms to be provided with level gauge in described four pieces of templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420660734.8U CN204282219U (en) | 2014-11-06 | 2014-11-06 | Large-scale bridge beam supports grouting die carrier |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420660734.8U CN204282219U (en) | 2014-11-06 | 2014-11-06 | Large-scale bridge beam supports grouting die carrier |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282219U true CN204282219U (en) | 2015-04-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420660734.8U Withdrawn - After Issue CN204282219U (en) | 2014-11-06 | 2014-11-06 | Large-scale bridge beam supports grouting die carrier |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204282219U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372744A (en) * | 2014-11-06 | 2015-02-25 | 中铁十五局集团有限公司 | Large-scale bridge beam supports grouting die carrier |
| CN105464005A (en) * | 2015-12-25 | 2016-04-06 | 北京市政建设集团有限责任公司 | Method for repairing upper padstone through TGM bracket grouting materials |
| CN107044092A (en) * | 2017-05-28 | 2017-08-15 | 吴淑霞 | A kind of bridge support grouting mould bases of fast assembling-disassembling |
| CN107574740A (en) * | 2017-08-30 | 2018-01-12 | 江苏苏博特新材料股份有限公司 | A kind of grouting formula composite pavement construction edge bonding method |
| CN108560409A (en) * | 2018-05-31 | 2018-09-21 | 中国水利水电第四工程局有限公司 | A kind of high-speed rail bridge bearing mortar bed pours structure and irrigation method |
| CN113832842A (en) * | 2021-10-18 | 2021-12-24 | 中电建十一局工程有限公司 | Spherical support leveling device and support mounting leveling method |
-
2014
- 2014-11-06 CN CN201420660734.8U patent/CN204282219U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104372744A (en) * | 2014-11-06 | 2015-02-25 | 中铁十五局集团有限公司 | Large-scale bridge beam supports grouting die carrier |
| CN105464005A (en) * | 2015-12-25 | 2016-04-06 | 北京市政建设集团有限责任公司 | Method for repairing upper padstone through TGM bracket grouting materials |
| CN107044092A (en) * | 2017-05-28 | 2017-08-15 | 吴淑霞 | A kind of bridge support grouting mould bases of fast assembling-disassembling |
| CN107574740A (en) * | 2017-08-30 | 2018-01-12 | 江苏苏博特新材料股份有限公司 | A kind of grouting formula composite pavement construction edge bonding method |
| CN108560409A (en) * | 2018-05-31 | 2018-09-21 | 中国水利水电第四工程局有限公司 | A kind of high-speed rail bridge bearing mortar bed pours structure and irrigation method |
| CN113832842A (en) * | 2021-10-18 | 2021-12-24 | 中电建十一局工程有限公司 | Spherical support leveling device and support mounting leveling method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150422 Effective date of abandoning: 20160203 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |