CN205653782U - Mould is repaired to bored concrete pile pile head - Google Patents
Mould is repaired to bored concrete pile pile head Download PDFInfo
- Publication number
- CN205653782U CN205653782U CN201620474190.5U CN201620474190U CN205653782U CN 205653782 U CN205653782 U CN 205653782U CN 201620474190 U CN201620474190 U CN 201620474190U CN 205653782 U CN205653782 U CN 205653782U
- Authority
- CN
- China
- Prior art keywords
- mould
- carriage
- pile head
- sleeve
- filling pile
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model relates to a mould is repaired to bored concrete pile pile head, include: it closes a plurality of mould unit that form to splice to enclose each other, mould unit includes: the carriage has upper tension muscle and the lower tension muscle connected through the splice bar, the template that be fixed in carriage is established along the carriage subsides, and supply to connect two adjacent mould unit's connecting piece, locate the edge of carriage. The utility model discloses connect reliably stably, vibrated concrete in -process mould can not the disturbance. The mould is dismantled after repairing the shaping easily to the pile head, and the shaping is effectual, and the rounding is smooth, is convenient for carry on the waterproof construction of pile head, improves efficiency of construction and construction quality.
Description
Technical field
This utility model relates to the realm of building construction, and espespecially a kind of filling pile head repairs mould.
Background technology
In architectural engineering pile foundation engineering field, after filling pile head is abolished, inevitably occur in that the common quality defects such as indivedual pile crown losing fangles, for ensureing that the total quality pile crown of pile body needs to carry out repairing to facilitate pile crown waterproof construction.
Traditional pile crown method for repairing and mending is for using unitary circular plank sheathing formwork casting concrete, but after concreting completes, form removal is difficult, and the pile crown rough coat after having repaired need to carry out quadric-plastering, there is the shortcoming that receipts face effect is poor, waste time and energy.
Utility model content
The purpose of this utility model is to overcome the defect of prior art, it is provided that a kind of filling pile head repairs mould, solves the problems of the prior art.
The technical scheme realizing above-mentioned purpose is: provide filling pile head to repair mould, including:
Mutually splice the multiple die units enclosed；
Described die unit includes:
Carriage, has the upper stirrup connected by dowel and lower stirrup；
It is sticked along described carriage and is fixed on the template of described carriage；And
For connecting the connector of adjacent two described die units, it is located at the edge of described carriage.
The beneficial effect of this utility model filling pile head repairing mould:
Multiple die units, by providing multiple die units, are assembled into a whole set of mould, connect reliable and stable by this utility model filling pile head repairing mould, and during vibrated concrete, mould will not disturbance.Pile crown repairs easily disassembled mould after molding, good forming effect, and rounding is smooth, it is simple to carry out the construction that pile crown is waterproof, improves efficiency of construction and construction quality.
This utility model filling pile head repairs further improvement is that of mould, and described upper stirrup and described lower stirrup are ring steel reinforced bar, and described dowel is angle steel, and two described ring steel reinforced bars are arranged in the same direction, are welded and fixed by described angle steel.
This utility model filling pile head repairs further improvement is that of mould, and described template is galvanized iron sheet, and described galvanized iron sheet is arranged inside described carriage, is welded in described angle steel.
This utility model filling pile head repairs further improvement is that of mould, and described connector includes:
Sleeve, has the first sleeve and the second sleeve being respectively arranged on the opposite edges of carriage described in adjacent two described die units；And
For being inserted in the latch of described sleeve.
This utility model filling pile head repairs further improvement is that of mould, and described first sleeve has two, and described second sleeve has one, and described second sleeve is placed between two described first sleeves and plugs fixing by described latch.
This utility model filling pile head repairs further improvement is that of mould, and described latch is the T-shaped latch that two reinforcement welding are formed.
This utility model filling pile head repairs further improvement is that of mould, and described connector is the concave part and lobe being mutually adapted, and described concave part and lobe are respectively arranged on the two ends of described carriage.
Accompanying drawing explanation
Fig. 1 is the structural representation that this utility model filling pile head repairs mould.
Fig. 2 is the fractionation schematic diagram that this utility model filling pile head repairs mould.
Detailed description of the invention
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
This utility model provides a kind of filling pile head to repair mould, illustrates this utility model below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that this utility model filling pile head repairs the structural representation of mould.Refering to Fig. 2, it is shown that this utility model filling pile head repairs the fractionation schematic diagram of mould.Shown in Fig. 1 and Fig. 2, this utility model filling pile head is repaired mould and is included: multiple die units 1, and multiple die units 1 mutually splice to enclose and form a unitary mould.Die unit 1 includes: carriage 10, template 11 and connector 12, and wherein carriage 10 has upper stirrup 100 and a lower stirrup 101, and upper stirrup 100 and lower stirrup 101 are connected by multiple dowels 102, and template 11 is sticked along carriage 10 and is fixed on carriage 10.Connector 12 is located at the edge of carriage 10, and connector 12 is for connecting two die units 1.Multiple die units, by providing multiple die units, are assembled into a reshaping die, connect reliable and stable by this utility model filling pile head repairing mould, and during vibrated concrete, mould will not disturbance.Pile crown repairs easily disassembled mould after molding, good forming effect, and rounding is smooth, it is simple to carry out the construction that pile crown is waterproof, improves efficiency of construction and construction quality.
As shown in Figure 2, in the present embodiment, this utility model filling pile head is repaired mould and is spliced by two die units, and die unit 1 and die unit 2 are two, the left and right part that this utility model filling pile head repairs mould respectively, and die unit 1 is the same structure with die unit 2.Die unit 1 and die unit 2 mutually splice and enclose one, and are releasably secured together by connector 12.
Die unit 1 includes: carriage 10, template 11 and connector 12, and wherein carriage 10 includes that stirrup 100, lower stirrup 101 and dowel 102, upper stirrup 100 and lower stirrup 101 are arranged in the same direction, and is linked together by dowel 102.In the present embodiment, upper stirrup 100 and lower stirrup 101 are the ring steel reinforced bar that reinforcing bar is made, and dowel 102 is angle steel, two ring steel reinforced bars are arranged the most in the same direction, angle steel is located between two ring steel reinforced bars, and angle steel includes interconnective two flange plates, and the angle of two flange plate formation is right angle.The two ends of angle steel are respectively welded is fixed on two ring steel reinforced bars, thus two ring steel reinforced bars connect one frame structure of formation.Depending on the size of reinforcing bar and angle steel is according to the needs of practice of construction.
The inner side of carriage 10 is provided with template 11, the concrete that template 11 pours for enclosing.In the present embodiment, template 11 is galvanized iron sheet, galvanized iron sheet is arranged along the inner side of carriage 10, two limits up and down of galvanized iron sheet are respectively welded in two ring steel reinforced bars, the middle various piece of galvanized iron sheet is welded on a flange plate of each angle steel, thus galvanized iron sheet is just fixed on the inner side of carriage 10, carriage 10 and template 11 and forms an entirety.
In one embodiment, connector 12 includes: sleeve 120 and latch 121, sleeve 120 has the first sleeve and the second sleeve being respectively arranged on the opposite edges of carriage 10 in adjacent two die units, in the present embodiment, first sleeve has two, second sleeve has one, second sleeve is placed between two the first sleeves, and plugged fixing by latch, i.e. one end of carriage 10 is vertically installed with second sleeve 120, the other end of carriage 10 is vertically installed with two the first sleeves 120, the two sleeve 120 is spaced the distance of a sleeve 120, thus a sleeve 120 of carriage 10 one end can be placed between the two sleeve 120, latch 121 is inserted in these three from top to bottom and is positioned at the sleeve 120 of same vertical curve.
In the present embodiment, sleeve 120 is steel pipe, and latch 121 is the T-shaped latch that two reinforcement welding are formed.Depending on the size of steel pipe and reinforcing bar is according to practical situation.
In another kind of embodiment, connector 12 is the two ends that the concave part and lobe being mutually adapted, concave part and lobe are respectively arranged on carriage 10.When die unit 1 and die unit 2 being stitched together, being mapped respectively at the two ends of two carriages 10, lobe card is set in concave part, it is thus possible to coupled together by two carriages 10.
The construction method that this utility model filling pile head is repaired mould below explains:
Being welded to connect integral by upper stirrup 100 and the lower stirrup 101 of die unit 1 by dowel 102, template 11 is attached on dowel 102 be formed ring-type structure by welding.
Being welded to connect integral by dowel by upper stirrup and the lower stirrup of die unit 2, template is attached on dowel form ring-type structure by welding.
T font latch is inserted in the sleeve being welded to connect with dowel, thus die unit 1 and die unit 2 connect into a kind of filling pile head and repair unitary mould.
Casting concrete in this utility model filling pile head repairs unitary mould, takes out latch after concrete formation, die unit 1 and die unit 2 is pulled down from both sides respectively.
This utility model filling pile head repairs having the beneficial effect that of mould
Multiple die units, by providing multiple die units, are assembled into a whole set of mould, connect reliable and stable by this utility model filling pile head repairing mould, and during vibrated concrete, mould will not disturbance.Pile crown repairs easily disassembled mould after molding, good forming effect, and rounding is smooth, it is simple to carry out the construction that pile crown is waterproof, improves efficiency of construction and construction quality.
Being described in detail this utility model above in association with accompanying drawing embodiment, this utility model can be made many variations example by those skilled in the art according to the above description.Thus, some details in embodiment should not constitute restriction of the present utility model, this utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (7)
1. a filling pile head repairs mould, it is characterised in that including: mutually splice the multiple die units enclosed；
Described die unit includes:
Carriage, has the upper stirrup connected by dowel and lower stirrup；
It is sticked along described carriage and is fixed on the template of described carriage；And
For connecting the connector of adjacent two described die units, it is located at the edge of described carriage.
2. filling pile head as claimed in claim 1 repairs mould, it is characterised in that described upper stirrup and described lower stirrup are ring steel reinforced bar, and described dowel is angle steel, and two described ring steel reinforced bars are arranged in the same direction, are welded and fixed by described angle steel.
3. filling pile head as claimed in claim 2 repairs mould, it is characterised in that described template is galvanized iron sheet, and described galvanized iron sheet is arranged inside described carriage, is welded in described angle steel.
4. filling pile head as claimed in claim 1 repairs mould, it is characterised in that described connector includes:
Sleeve, has the first sleeve and the second sleeve being respectively arranged on the opposite edges of carriage described in adjacent two described die units；And
For being inserted in the latch of described sleeve.
5. filling pile head as claimed in claim 4 repairs mould, it is characterised in that described first sleeve has two, and described second sleeve has one, and described second sleeve is placed between two described first sleeves and plugs fixing by described latch.
6. filling pile head as claimed in claim 4 repairs mould, it is characterised in that described latch is the T-shaped latch that two reinforcement welding are formed.
7. filling pile head as claimed in claim 1 repairs mould, it is characterised in that described connector is the concave part and lobe being mutually adapted, and described concave part and lobe are respectively arranged on the two ends of described carriage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620474190.5U CN205653782U (en) | 2016-05-23 | 2016-05-23 | Mould is repaired to bored concrete pile pile head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620474190.5U CN205653782U (en) | 2016-05-23 | 2016-05-23 | Mould is repaired to bored concrete pile pile head |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653782U true CN205653782U (en) | 2016-10-19 |
Family
ID=57404165
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620474190.5U Expired - Fee Related CN205653782U (en) | 2016-05-23 | 2016-05-23 | Mould is repaired to bored concrete pile pile head |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205653782U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916784A (en) * | 2017-11-20 | 2018-04-17 | 中铁四局集团第二工程有限公司 | There is the support pinner prepared hole die of self-constriction |
| CN108505533A (en) * | 2018-04-19 | 2018-09-07 | 广东工业大学 | A kind of offshore wind farm single-pile foundation mechanism and its construction method |
| CN109403397A (en) * | 2018-09-04 | 2019-03-01 | 中国二十冶集团有限公司 | Repairing mould and construction method is isolated in filling pile head concrete |
| CN109676756A (en) * | 2017-10-19 | 2019-04-26 | 五冶集团上海有限公司 | A kind of wall triangle dome brick prefabricated section mold and its production and application method |
| CN110258549A (en) * | 2019-06-12 | 2019-09-20 | 东莞市广强建筑基础工程有限公司 | A kind of reparation structure and method for repairing and constructing for foundation pit supporting pile |
-
2016
- 2016-05-23 CN CN201620474190.5U patent/CN205653782U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109676756A (en) * | 2017-10-19 | 2019-04-26 | 五冶集团上海有限公司 | A kind of wall triangle dome brick prefabricated section mold and its production and application method |
| CN107916784A (en) * | 2017-11-20 | 2018-04-17 | 中铁四局集团第二工程有限公司 | There is the support pinner prepared hole die of self-constriction |
| CN108505533A (en) * | 2018-04-19 | 2018-09-07 | 广东工业大学 | A kind of offshore wind farm single-pile foundation mechanism and its construction method |
| CN109403397A (en) * | 2018-09-04 | 2019-03-01 | 中国二十冶集团有限公司 | Repairing mould and construction method is isolated in filling pile head concrete |
| CN110258549A (en) * | 2019-06-12 | 2019-09-20 | 东莞市广强建筑基础工程有限公司 | A kind of reparation structure and method for repairing and constructing for foundation pit supporting pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205653782U (en) | Mould is repaired to bored concrete pile pile head | |
| CN207582956U (en) | A kind of one-time formed constructing device of concrete window tongue and groove | |
| CN104002377A (en) | Steel bar binding and corrugated pipe locating device for precasting box girder | |
| CN107965065B (en) | Buckling support Combined type pre-embedded member construction method | |
| CN203756193U (en) | Steel end template of dual-hinged overturning-applicable tunnel lining trolley | |
| CN204418662U (en) | A kind of building vertical structure typified form negative and positive angle bracing means | |
| CN110805274A (en) | Steel mould of Y-shaped column and pouring method thereof | |
| CN106284981B (en) | The mold method of two side templates in a kind of shear force wall deformation slit | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN207538222U (en) | A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure | |
| CN201245969Y (en) | Building formwork | |
| CN208267362U (en) | A kind of constructing device of deformation joint concrete wall formwork | |
| CN207144456U (en) | Builder's jack I-steel built-in fitting | |
| CN107700531B (en) | A kind of erection method of chamfering set shaped steel formwork | |
| CN206829610U (en) | A kind of removable variable cross-section steel framework wooden model | |
| CN104790656B (en) | Superelevation abnormity water conservancy project structure corner formwork support structure and construction method thereof | |
| CN214696902U (en) | Different intensity grade concrete placement shaping isolating device of beam column node | |
| CN203904844U (en) | Precast box beam roller type internal mold releasing device | |
| CN204081482U (en) | V-type cylinder transposition section concreting mould | |
| CN207512612U (en) | Cantilever beam cradle construction end head formwork | |
| CN207812625U (en) | Special-shaped gutter template integrated apparatus | |
| CN206376545U (en) | A kind of dual bracing means of external angle formwork | |
| CN106400687A (en) | Positioning assisting assembly jig for pier column reinforcing rib | |
| CN205476452U (en) | Connection structure of shear force wall and floor | |
| CN205711982U (en) | Gate dam oil pipe channel forming template |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 |