CN205907615U - Underwater foundation is template mounting structure for reinforcing construction - Google Patents
Underwater foundation is template mounting structure for reinforcing construction Download PDFInfo
- Publication number
- CN205907615U CN205907615U CN201620572910.1U CN201620572910U CN205907615U CN 205907615 U CN205907615 U CN 205907615U CN 201620572910 U CN201620572910 U CN 201620572910U CN 205907615 U CN205907615 U CN 205907615U
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- CN
- China
- Prior art keywords
- long bolt
- bolt
- template
- underwater foundation
- positioning component
- Prior art date
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Abstract
The utility model relates to an underwater foundation is template mounting structure for reinforcing construction, including the half module boards that 2 symmetries set up, 2 blocks of half module boards have a shape that suits with the pier, fold in the pier outside and are used for pouring pier reinforcing concrete after fixed, half module board both sides are along vertically setting up upright rib, and the both sides of 2 blocks of half module boards are found the rib and are laminated respectively, and the upper portion of laminating department is all fixed through the lag bolt structural connection, and the lower part is all fixed through the long bolt structural connection, the lag bolt structure comprises the screw bolt and nut cooperation that the level set up, and the long bolt structure comprises long bolt and nut cooperation that the slant set up, and the one end of long bolt is stretched out the surface of water and is equipped with the handle. The utility model discloses the traditional construction method that need carry out the operation under water when having changed installation form removal has realized accomplishing the operation of installation form removal on the surface of water, greatly increased the convenience of operation, improved the efficiency of construction.
Description
Technical field
This utility model is related to a kind of building form mounting structure, more particularly, to a kind of underwater foundation strengthening construction mould
Board mounting structure.
Background technology
In modern architecture construction, as the template for ensureing concrete component geomery and position, the peace of its routine
Assembly and disassembly are to need to have good operation side except condition, and the usual scope of operation is all that no hydrops environment is dried.But in actual work
In journey construction, job site is it is difficult to ensure that the environmental requirement of the scope of operation.For example in order to prevent the bridge pier concrete structure having built up
Part is corroded further by water, and in setting up concrete cover (shield bucket) construction around original concrete pier, traditional applies
Need to carry out operation under water during work method assembling and disassembling template, cause constructing operation difficulty big, progress is slow.
Content of the invention
This utility model provides a kind of underwater foundation strengthening construction model sheetinstallat structure, changes assembling and disassembling template
When need to carry out the conventional construction method of operation under water it is achieved that assembling and disassembling formwork is completed on the water surface, increase greatly
Add the convenience of operation, improve efficiency of construction.
In order to achieve the above object, this utility model employs the following technical solutions realization:
A kind of underwater foundation strengthening construction model sheetinstallat structure, including 2 pieces of symmetrically arranged half templates, 2 piece of half template
There is the shape being adapted with bridge pier, close up outside bridge pier and be used for pouring bridge pier reinforced concrete after fixing；Described half template
The longitudinally disposed vertical rib in both sides, two edge-on ribs of 2 piece of half template are fitted respectively, and the top of joint place is all by lag bolt structure even
Connect fixation, bottom is all connected by long bolt structure；Lag bolt structure forms with horizontally disposed screw bolt and nut,
Long bolt structure forms with angularly disposed long bolt and fixing nut, and one end of long bolt is stretched out the water surface and is provided with handss
Handle.
On oblique positioning component, oblique positioning component founds rib by being arranged on 1 piece of half template to described long bolt structure setting
On lower wedge and be arranged on that the upper wedge that another 1 piece of half template stand on rib is relative two-by-two to be formed, diagonally positioning component
Axis direction opens up through hole and is used for wearing long bolt, and the through hole peripheral hardware fixing nut one of lower wedge is fixed with long bolt cooperation,
Fixing nut two is set on long bolt, the distance that fixing nut two arrives long bolt lower end is more than oblique positioning component+fixing nut one
Length.
Described oblique positioning component axis is not less than 45 ° with the angle of horizontal direction.
The outside of described half template is evenly arranged with several annular cross rib along longitudinal.
Described lag bolt structure and long bolt structure are respectively multigroup and are longitudinally uniformly arranged along half template.
Compared with prior art, the beneficial effects of the utility model are:
Need to carry out the conventional construction method of operation under water it is achieved that complete on the water surface when changing assembling and disassembling template
Become assembling and disassembling formwork, considerably increase the convenience of operation, improve efficiency of construction.
Brief description
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the a-a view in Fig. 1.(for avoiding drawing chaotic, front side only shows long bolt structure, and rear side only shows short
Screw-rod structure)
Fig. 3 is the b-b view in Fig. 2.
In figure: 1. bridge pier 2. half template 3. founds wedge on rib 4. bolt, 5. nut, 7. times wedges of 6. long bolt 8.
Annular cross rib 13. water surface of shape block 9. fixing nut, one 10. fixing nut, 2 11. handle 12.
Specific embodiment
Below in conjunction with the accompanying drawings specific embodiment of the present utility model is described further:
See Fig. 1-Fig. 3, be structural representation of the present utility model, a kind of underwater foundation strengthening construction described in the utility model
Use model sheetinstallat structure, including 2 pieces of symmetrically arranged 2,2 piece of half templates 2 of half template, be there is the shape being adapted with bridge pier 1,
Close up outside bridge pier 1 and be used for pouring bridge pier reinforced concrete after fixing；3,2 pieces of the longitudinally disposed vertical rib in described half template 2 both sides
Two edge-on ribs 3 of half template 2 are fitted respectively, and the top of joint place is all connected by lag bolt structure, and bottom is all by length
Screw-rod structure is connected；Lag bolt structure forms with horizontally disposed bolt 4 and nut 5, and long bolt structure is by oblique
The long bolt 6 of setting and fixing nut cooperation composition, one end of long bolt 6 is stretched out the water surface 13 and is provided with handle 11.
On oblique positioning component, oblique positioning component founds rib 3 by being arranged on 1 piece of half template to described long bolt structure setting
On lower wedge 7 and be arranged on another 1 piece of half template stand rib 3 on upper wedge 8 two-by-two relative form, diagonally positioning component
Axis direction open up through hole and be used for wearing long bolt 6, through hole peripheral hardware fixing nut 1 and the long bolt 6 of lower wedge 7 coordinate
Fixing, long bolt 6 sets fixing nut 2 10, fixing nut 2 10 arrive long bolt 6 lower end distance be more than oblique positioning component+
The length of fixing nut 1.
Described oblique positioning component axis is not less than 45 ° with the angle of horizontal direction.
The outside of described half template 2 is evenly arranged with several annular cross rib 12 along longitudinal.
Described lag bolt structure and long bolt structure are respectively multigroup and are longitudinally uniformly arranged along half template 2.
Before construction, the first actual geometry according to the concrete pier 1 intending construction, it is computed determining that shuttering boards are thick
Degree and the specification of bolt connection piece, are processed making in workshop.Oblique positioning component can the welding when processing half template 2
On vertical rib 3, for wearing the through hole of long bolt 6 after completing half template 2 making, carry out after corresponding 2 pieces of half modules 2 are pre-installed
Join brill, after joining brill, outside the through hole of lower wedge 7, be welded and fixed nut 1, then appropriate location welding is solid on long bolt 6
Determine nut 2 10, so that long bolt 6 is locked under the collective effect of fixing nut 1 and fixing nut 2 10 after passing through through hole
On oblique positioning component.
Apply model sheetinstallat and the dismounting of a kind of underwater foundation strengthening construction model sheetinstallat structure described in the utility model
Method is as follows:
1) model sheetinstallat；Using hanging device, half template 2 is transported on the water surface 13 intending installing bridge pier 1 position respectively, and
It is brought together into the height being then adjusted to convenient construction human users outside bridge pier 1, lag bolt structure and long spiral shell are used on the water surface 13
Half template 2 upper and lower is respectively fixedly connected with the assembled molding of realization by bar structure；With jack (chain block) by assembled molding
Template afterwards slowly sinks down into designed elevation, a laggard step in place just, reinforce.
2) casting concrete；Carry out casting concrete operation after discharging the hydrops between template and bridge pier 1, or using under water
Casting concrete method casting concrete.
3) form removable；After concrete reaches strength of mould stripping, remove the short of the water surface more than 13 and phytal zone with spanner first
Bolt arrangement, the then handle 11 dismounting long bolt 6 of rotation long bolt 6；Gently tapping template is allowed to loosening, by 2 points of half template
Move to construction with crane after opening and complete bridge pier 1 concrete strengthening operation at this outside the venue.
The above, only this utility model preferably specific embodiment, but protection domain of the present utility model is not
Be confined to this, any those familiar with the art in the technical scope that this utility model discloses, according to this practicality
New technical scheme and its design in addition equivalent or change, all should cover within protection domain of the present utility model.
Claims (5)
1. a kind of underwater foundation strengthening construction model sheetinstallat structure, including 2 pieces of symmetrically arranged half templates, 2 piece of half template tool
There is the shape being adapted with bridge pier, close up outside bridge pier and be used for pouring bridge pier reinforced concrete after fixing；It is characterized in that, institute
State the longitudinally disposed vertical rib in half template both sides, two edge-on ribs of 2 piece of half template are fitted respectively, and the top of joint place is all by short spiral shell
Stud structure is connected, and bottom is all connected by long bolt structure；Lag bolt structure is by horizontally disposed screw bolt and nut
Cooperation composition, long bolt structure forms with angularly disposed long bolt and fixing nut, and the water surface is stretched out in one end of long bolt
And it is provided with handle.
2. a kind of underwater foundation strengthening construction according to claim 1 with model sheetinstallat structure it is characterised in that described length
Screw-rod structure is arranged on oblique positioning component, oblique positioning component by be arranged on 1 piece of half template stand rib on lower wedge and
Be arranged on the upper wedge that another 1 piece of half template stand on rib relatively to form two-by-two, diagonally the axis direction of positioning component open up logical
Hole is used for wearing long bolt, and the through hole peripheral hardware fixing nut one of lower wedge is fixed with long bolt cooperation, and long bolt sets fixation
Nut two, fixing nut two arrives the length more than oblique positioning component+fixing nut one for the distance of long bolt lower end.
3. a kind of underwater foundation strengthening construction according to claim 1 with model sheetinstallat structure it is characterised in that described tiltedly
Angle to positioning component axis and horizontal direction is not less than 45 °.
4. a kind of underwater foundation strengthening construction according to claim 1 with model sheetinstallat structure it is characterised in that described half
The outside of template is evenly arranged with several annular cross rib along longitudinal.
5. a kind of underwater foundation strengthening construction according to claim 1 with model sheetinstallat structure it is characterised in that described short
Bolt arrangement and long bolt structure are respectively multigroup and are longitudinally uniformly arranged along half template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620572910.1U CN205907615U (en) | 2016-06-14 | 2016-06-14 | Underwater foundation is template mounting structure for reinforcing construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620572910.1U CN205907615U (en) | 2016-06-14 | 2016-06-14 | Underwater foundation is template mounting structure for reinforcing construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205907615U true CN205907615U (en) | 2017-01-25 |
Family
ID=57815860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620572910.1U Expired - Fee Related CN205907615U (en) | 2016-06-14 | 2016-06-14 | Underwater foundation is template mounting structure for reinforcing construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205907615U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808764A (en) * | 2022-03-11 | 2022-07-29 | 南京林业大学 | Underwater reinforcement rapid bottom sealing technology |
-
2016
- 2016-06-14 CN CN201620572910.1U patent/CN205907615U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808764A (en) * | 2022-03-11 | 2022-07-29 | 南京林业大学 | Underwater reinforcement rapid bottom sealing technology |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170125 Termination date: 20190614 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |