CN108729456A - It is a kind of one concrete revetment pour mold and its pouring construction method - Google Patents
It is a kind of one concrete revetment pour mold and its pouring construction method Download PDFInfo
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- CN108729456A CN108729456A CN201810727297.XA CN201810727297A CN108729456A CN 108729456 A CN108729456 A CN 108729456A CN 201810727297 A CN201810727297 A CN 201810727297A CN 108729456 A CN108729456 A CN 108729456A
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- pours
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- 239000004567 concrete Substances 0.000 title claims abstract description 58
- 238000010276 construction Methods 0.000 title claims abstract description 36
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 79
- 230000000903 blocking effect Effects 0.000 claims abstract description 76
- 238000009434 installation Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000000465 moulding Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000000007 visual effect Effects 0.000 claims description 6
- 239000004927 clay Substances 0.000 claims description 4
- 238000013461 design Methods 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 3
- 238000005520 cutting process Methods 0.000 claims description 3
- 238000005452 bending Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 210000000988 bone and bone Anatomy 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 2
- 238000009432 framing Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It is a kind of one concrete revetment pour mold, be related to road equipment technical field of construction, including with lower component：Skeleton pattern, skeleton pattern include the upper die and lower die being superimposed up and down；Skeleton pattern side is additionally provided with fixing device；Water blocking mould, water blocking mould are movably suspended to by positioning device at the top of skeleton pattern；Positioning device include be located at upper mold at the top of fixed part, the movable part positioned at water blocking die tip and connecting portion and movable part adjustment portion；Master mold, master mold include two skeleton patterns disposed in parallel and are connected to the water blocking mould of two skeleton pattern opposite sides；Secondary mold, secondary mold are connected to master mold both sides in herring-bone form, and secondary mold includes two parallel skeleton patterns and is connected to the water blocking mould that horizontal position is on the skeleton pattern of lower section；The skeleton pattern of master mold has connector with secondary mold junction.Present invention simultaneously provides the construction methods poured using the mold.The present invention has simple in structure, easy for construction, the advantages that product quality is good.
Description
Technical field
The present invention relates to road affiliated facility construction equipment and method and technology fields, more particularly to a kind of body concrete shield
Slope pours mold and its pouring construction method.
Background technology
In roadbed side slope concrete skeleton or Vierendeel girder formwork erection pouring construction, water blocking edge structure size thereon is small, and one
As first formwork erection pour skeleton, etc. after skeleton concretes initial set, then in skeleton top surface formwork erection pour water blocking edge, such skeleton concrete
Connect with water blocking edge concrete loosely, leakiness, when the time is long, water blocking edge such as is also easy to produce gap, is broken, falls off at the diseases thereon,
Technique is cumbersome simultaneously, and work efficiency is low, so that the water blocking edge construction quality of skeleton or Vierendeel girder is difficult to control, it is ensured that side slope skeleton or frame
Set a roof beam in place upper water blocking edge construction quality become problem.
Invention content
The purpose of the present invention is to provide a kind of integrated concrete revetments to pour mold and application mold progress concrete
The method that bank protection pours pours mold by the one concrete revetment, can make concrete revetment one-pass molding, have simultaneously
Phenomena such as effect reduces the easy gap of water blocking edge, is broken, falls off, simplifies technique, reduces cost, high safety, and quality is guaranteed.
To realize goal of the invention, present invention employs following technical solutions：
A kind of one concrete revetment pours mold, including with lower component：Skeleton pattern, the skeleton pattern include be superimposed up and down it is upper
Mould and lower die, the lower die bottom are embedded in bank protection soil layer surface；The skeleton pattern side is additionally provided with fixing device, the fixation
Device is extended downward by the skeleton pattern in bank protection；Water blocking mould, the water blocking mould are movably suspended to described by positioning device
At the top of skeleton pattern；The positioning device include be located at the upper mold at the top of fixed part, positioned at the activity of the water blocking die tip
Portion and the adjustment portion for connecting the fixed part and movable part；Master mold, the master mold include setting along bank protection inclined direction is parallel
Two skeleton patterns set and the water blocking mould for being connected to two skeleton pattern opposite sides；Secondary mold, the pair mold is in herring-bone form
The master mold both sides are connected to, are directed toward bank protection bottom with the angle of the master mold, the pair mold includes two parallel
Skeleton pattern and be connected to the water blocking mould that horizontal position is on the skeleton pattern of lower section；The skeleton pattern of the master mold
There is connector with the secondary mold junction.
It is passed through as a preference of the present invention, the movable part includes the confession adjustment portion being welded at the top of the water blocking mould
Adjusting cavity and positioned at adjusting cavity both ends and with the adjuster of the adjustable connection of the adjustment portion.
Further, the adjuster is in the threaded spindle cap nut pair engaged with adjustment portion.
As a preference of the present invention, the positioning device in the master mold and secondary mold between the spacing of 0.8-1.2m
Every setting.
As a preference of the present invention, the positioning device further includes support element, the support element is removable to be set to the water blocking
Between mould bottom and bank protection.
As a preference of the present invention, the fixing device is Steel-bar Pile.
As a preference of the present invention, the upper mold is 20# channel steels, the water blocking mould is 10# channel steels.
As a preference of the present invention, the lower die is wooden model or slope surface cutting clay model.
The present invention also provides the pouring construction methods that a kind of integrated concrete revetment pours mold, utilize above-mentioned technical side
A kind of integrated concrete revetment in case pours mold with the skeleton and water blocking edge of one-time-concreting molding slope protection concrete, including with
Lower step：
Step S1：Mold design, according to stressing conditions in bank protection soil property and sizecalculation concreting process, and according to
Each component of actual conditions mold customized；
Step S2：Examination is assembled, carries out mold examination assembly at the construction field (site), and examination, which is assemblied with, to be unsatisfactory for carrying out repairing for mold at requirement
It is whole, the number of each component of mold is carried out after the completion of assembled；
Step S3：In-site installation, at the construction field (site) bank protection face progress mold installation；
Step S4：It pours, using small portable tamper, receives face molding when making firm by ramming in a manner of from top to bottom；
Step S5：Smooth cleaning, smooth to the concrete surface plastering at water blocking mould lower surface, surface is slightly less than the gear
Water mould lower surface 1mm removes remaining concrete on mold to the visual portion；
Step S6：Concrete setting rear mold is removed, and is displaced to next adjacent working face progress to be numbered in above-mentioned steps S2
Cycle construction.
Further, the step S3 includes following substep：
Substep S31：Hanging wire setting-out determines die top absolute altitude；
Substep S32：The fixing device is installed along setting-out into bank protection soil layer, the skeleton is installed in the fixing device
Mould；
Substep S33：By water blocking mould described in the positioning device hanging, and pass through the mutual alignment of the adjustment portion and movable part
Adjust the relative position positioned between the water blocking mould and the skeleton pattern.
The beneficial effects of the present invention are：
1. easy to assembly, adjusting facility, is conducive to the raising of construction efficiency；
It is formed 2. master mold and secondary mold are all skeleton pattern and water blocking die combination, composition material is simple, is conducive to improve construction
Convenience can effectively reduce cost；
3. can effectively be overcome in side slope skeleton or Vierendeel girder with the skeleton and water blocking edge of one-time-concreting formation of concrete bank protection
In construction, skeleton concrete is connect loosely with water blocking edge concrete, the diseases such as is also easy to produce gap, is broken, falls off, being effectively ensured
Side slope skeleton or construction of frame beam quality, it is ensured that the safety of side slope skeleton or construction of frame beam；
4. construction method step is simple, convenient for quick, recycling construction.
Description of the drawings
Fig. 1 is to pour the integrated concrete revetment graphics to be formed using the present invention；
Fig. 2 is the three dimensional structure diagram of the present invention；
Fig. 3 is the master mold schematic cross-section of the present invention；
Fig. 4 is the secondary mold sections schematic diagram of the present invention；
Fig. 5 is the structural schematic diagram of the positioning device of the embodiment of the present invention two；
Items are respectively in figure：1 skeleton pattern, 11 upper molds, 12 lower dies, 2 water blocking moulds, 3 positioning devices, 31 fixed parts, 32 movable parts,
321 adjusting cavities, 322 adjusters, 33 adjustment portions, 4 master molds, 5 secondary molds, 6 connectors, 7 support elements, 8 concrete revetments, 81 masters
Skeleton, 82 secondary skeletons, 83 water blocking edge.
Specific implementation mode
Below in conjunction with attached drawing, the present invention will be described in detail：
Embodiment one
A kind of integrated concrete revetment 8 as shown in Figure 1, including the fishbone skeleton that is cast on roadbed slope, in skeleton
Edge be equipped with higher than skeleton upper surface water blocking edge 83, wherein 81 both sides of main framing as " fish-bone " center are designed with water blocking
The bifurcated skeleton 82 of edge 83, " fish-bone " is only equipped with water blocking edge 83 in its inclined relatively low side.In water guide, rainwater is made in gravity
Collect to main framing 81 via bifurcated skeleton 82 under, and be finally exported, water blocking edge 83 is used for the flowing of limition orientation rainwater.
Whole bank protection along roadbed setting is in the laterally consecutive structure by a plurality of above-mentioned fishbone skeletons, two between each two skeleton
The end of a adjacent bifurcated skeleton 82 is in integrated connection.The concrete revetment 8 not only can be on lateral direction to repeat
Form extend, on the direction along roadbed slope can also the mode of repeat array extend to cover entire roadbed slope simultaneously
Realize the reinforcement to entire roadbed slope and water guide.
Above-described integrated concrete revetment pours mold by a kind of integrated concrete revetment and pours as shown in Figure 2,3, 4
It forms, it includes with lower component which, which pours mold,：
Skeleton pattern 1,1 plate of skeleton pattern include the upper mold 11 being superimposed up and down and lower die 12, and 12 bottom of lower die is embedded in bank protection soil layer table
Face.
Water blocking mould 2, water blocking mould 2 are movably suspended to 1 top of skeleton pattern by positioning device 3.
Positioning device 3 includes being located at the fixed part 31 at the top of 11 plate of upper mold, the movable part 32 positioned at 2 top of water blocking mould and company
Connect the adjustment portion 33 of fixed part 31 and movable part 32.
Master mold 4, master mold 4 include along bank protection inclined direction two skeleton patterns 1 disposed in parallel and being connected to two
The water blocking mould 2 of 1 opposite side of root skeleton pattern.
Secondary mold 5, secondary mold 5 are connected to 4 both sides of master mold in herring-bone form, and bank protection bottom is directed toward with the angle of master mold 4
Portion, secondary mold 5 include two parallel skeleton patterns 1 and are connected to the water blocking that horizontal position is on the skeleton pattern 1 of lower section
Mould 2.
The skeleton pattern 1 of master mold 4 is positioned at master mold 4 and pair having connector 6, connector 6 with 5 junction of secondary mold
The opening of 5 junction of mold, by connector 6 so that the space for being used for casting concrete between master mold 4 and secondary mold 5 is connected to and is
One entirety, to realize that one-time-concreting is molded.
In the present embodiment, positioning device 3 is arranged in master mold 4 and secondary mold 5 with the spacing interval of 0.8m.
In the present embodiment, positioning device 3 further includes wooden unit support element 7, and support element 7 is set to water blocking mould 2 when mold is built
Between bottom and bank protection, support is provided for water blocking mould 2, so that will not be because of water blocking mould when skeleton pattern 1 and longer 2 length of water blocking mould
2 gravity leads to the stress modification of positioning device 3, ensures the quality poured.It can be removed pouring completion rear support 7.
In the present embodiment, upper mold 11 is 20# channel steels, to ensure the intensity of mold
In the present embodiment, lower die 12 is wooden model.So as to the convenient dismounting for carrying out mold after the completion of pouring, have simultaneously
Cost is reduced, the effect of installation convenience is improved.
In the present embodiment, water blocking mould 2 is 10# channel steels, has the characteristics that easy to process, stable structure, thereby may be ensured that
The structure and surface quality of water blocking edge 83.
Embodiment two
As shown in figure 5, the technical solution described in embodiment two is approximate with embodiment one, the difference is that：
In the present embodiment, movable part 32 includes being welded in the adjusting cavity 321 passed through for adjustment portion 33 at 2 top of water blocking mould and being located at
321 both ends of adjusting cavity and with the adjuster 322 of 33 adjustable connection of adjustment portion.Adjuster 322 is in the screw rod engaged with adjustment portion 33
Nut pair.I.e. adjusting cavity 321 is to be welded in the M20 nuts at 2 top of water blocking mould, and adjustment portion 33 is screw rod and the screw rod is set to M18,
Less than the internal diameter of adjusting cavity 321,33 one end bending of adjustment portion and the top formation fixed part 31 for being welded in upper mold 11, non-bending
Part in being parallel to 11 upper surface of upper mold.When mold is installed, the lateral M18 screw rods of adjustment portion 33 are passed through into adjusting cavity 321,
The two M18 nuts i.e. adjuster 322 engaged just with M18 screw rods is installed simultaneously in 321 both sides of adjusting cavity, at this time i.e. by nibbling
The mode for closing connection forms being stably connected between water blocking mould 2 and upper mold 11.It is needing to adjust between water blocking mould 2 and upper mold 11
Spacing is that the characteristic that rotatable M18 nuts are connected through a screw thread realizes water blocking mould 2 along screw shaft when adjusting the thickness of water blocking edge 83
The movement in line direction.
In the present embodiment, positioning device 3 is arranged in master mold 4 and secondary mold 5 with the spacing interval of 1.2m.
In the present embodiment, lower die 12 is slope surface cutting clay model, and there is processing facility, the convenience for construction of adaptation to local conditions to have
Helping, which reduces construction cost, saves the construction time.
Embodiment three
Embodiment three is to pour mold using a kind of integrated concrete revetment described in embodiment two to carry out integrated slope protection concrete
The example of the construction method poured comprising following steps：
Step S1：Mold design, according to stressing conditions in bank protection soil property and sizecalculation concreting process, and according to
Each component of actual conditions mold customized.
Step S2：Examination is assembled, carries out mold examination assembly at the construction field (site), and examination, which is assemblied with, to be unsatisfactory for carrying out mold at requirement
Finishing carries out the number of each component of mold after the completion of assembled.Wherein each component in positioning device 3 is pacified in the step
Dress, as the M18 screw rods bending of adjustment portion 33, bending end are soldered to 11 top of upper mold；The M20 nuts of adjusting cavity 321 are soldered to gear
The top of water mould 2, successively by second M18 nut of first M18 nut of adjuster 332, M20 nuts and adjuster 322
It is installed on M18 screw rods, that is, realizes the connection between skeleton pattern 1 and water blocking mould 2, detected after the completion of assembly and be adjusted to ensure that bone
The either flush of the top surface and water blocking mould 2 of frame mould 1, and it is firmly installed.By the adjustment and amendment of this step so that in step
Each component can and firmly realization installation convenient by the requirement of anticipation in S3.Each component of mold is compiled in this step simultaneously
Number to carry out reference numeral in the junction of each piece of template, by number can during subsequent construction according to preassembling when
Connection number carries out handling maintenance, removes the when of repeating pouring construction using template from and repeatedly tries assembly, improves convenience for construction.
Step S3：In-site installation, at the construction field (site) bank protection face progress mold installation.This step on road bank protection for taking
The template built for pouring is whole.
Step S4：It pours, using small portable tamper, receives face molding when making firm by ramming in a manner of from top to bottom.?
In casting process because the reasons concrete such as bank protection inclined-plane gravity, die clearance can exist it is a degree of pour it is incomplete existing
As by small portable tamper good pour can be obtained by concrete tamping to fine and close in mold, complete filling
Build quality；The mode of making firm by ramming from top to bottom makes the concrete of lower section be initially formed stable state, and if making firm by ramming from top to bottom
The problem of top concrete collapses downwards when lower section is made firm by ramming can occur.
Step S5：Smooth cleaning, smooth to the concrete surface plastering at 2 lower surface of water blocking mould, surface is slightly less than water blocking
2 lower surface 1mm of mould removes remaining concrete on mold to visual portion.Slope protection concrete may be implemented by this step
Surface optimization, while water blocking mould is slightly above concrete surface and it is allow easily to dismantle recycling.
Step S6：Concrete setting rear mold is removed, and is displaced to next adjacent working face to be numbered in above-mentioned steps S2
Carry out cycle construction.Road bank protection be longer inclined-plane, by it is modular successively be cast in ensure pouring quality while drop
Low cost simultaneously simplifies working procedure.When removing, the M18 nuts for the adjuster 322 that first comes loose, then water blocking mould 2 is removed, then remove bone
Frame mould 1 also needs further to conserve concrete after mold dismounting.
Wherein, step S3 includes following substep：
Substep S31：Hanging wire setting-out determines die top absolute altitude.
Substep S32：Along setting-out into bank protection soil layer fixing device for installing, on the securing means mounting framework mould 1.
Substep S33：By 3 hanging water blocking mould 2 of positioning device, and pass through the mutual alignment tune of adjustment portion 33 and movable part 32
Relative position between section positioning water blocking mould 2 and skeleton pattern 1.
By the above installation mold that step by step can be accurate, stable, wherein fixing device is reinforcing bar, by Steel-bar Pile to bone
Frame mould 1, which is fixed, may insure that its top side location is stablized, while connect between clay model seamless and not spillage.Wherein dividing
Wooden unit support element 7, which can be selected, when walking S33 installations supports the water blocking mould 2 in installation to ensure mounting stability.
Example IV
Technical solution described in example IV is approximate with embodiment one, the difference is that：
In the present embodiment, 1 side of skeleton pattern is additionally provided with fixing device made of reinforcing bar, and fixing device is passed downwardly through by skeleton pattern 1
The form of piling is extended to form skeleton pattern 1 in bank protection and be supported, to provide installation effect that is good, stablizing.
Embodiment five
Technical solution described in embodiment five is approximate with embodiment one, the difference is that：
In the present embodiment, 2 side of water blocking mould is equipped with visual portion.The stabilization of 83 size of quality and water blocking edge on surface is poured for guarantee
Property, when pouring i.e. need control casting concrete size, visual portion can be groove, different colours mark or other can
Judge that the feature of concreting thickness, visual portion are generally located on the position of slightly less than water blocking mould top surface 1mm, that is, omit for worker
Less than water blocking mould top surface.This setting simultaneously makes floating to concrete surface, the dismounting etc. of mold provide it is easy to operation
Space.
Above example is only described the preferred embodiment of the present invention, not to the spirit and scope of the present invention
It is defined, under the premise of not departing from design concept of the present invention, ordinary people in the field makes technical scheme of the present invention
All variations and modifications, each fall within protection scope of the present invention, the claimed technology contents of the present invention, whole note
It carries in detail in the claims.
Claims (10)
1. a kind of one concrete revetment pours mold, which is characterized in that including with lower component：
Skeleton pattern（1）, the skeleton pattern（1）Including the upper mold being superimposed up and down（11）And lower die（12）, the lower die（12）Bottom
It is embedded in bank protection soil layer surface；The skeleton pattern（1）Side is additionally provided with fixing device, and the fixing device is by the skeleton pattern
（1）It extends downward into bank protection；
Water blocking mould（2）, the water blocking mould（2）Pass through positioning device（3）Movably it is suspended to the skeleton pattern（1）Top；
The positioning device（3）Including being located at the upper mold（11）The fixed part at top（31）, be located at the water blocking mould（2）Top
Movable part（32）With the connection fixed part（31）And movable part（32）Adjustment portion（33）；
Master mold（4）, the master mold（4）Including along bank protection inclined direction two skeleton patterns disposed in parallel（1）Connect respectively
It is connected to two skeleton patterns（1）The water blocking mould of opposite side（2）；
Secondary mold（5）, the pair mold（5）It is connected to the master mold in herring-bone form（4）Both sides, with the master mold（4）
Angle be directed toward bank protection bottom, the pair mold（5）Including two parallel skeleton patterns（1）It is in down with horizontal position is connected to
The skeleton pattern of side（1）On a water blocking mould（2）；
The master mold（4）Skeleton pattern（1）With the secondary mold（5）Junction has connector（6）.
2. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the movable part（32）
Including being welded in the water blocking mould（2）The confession adjustment portion at top（33）The adjusting cavity passed through（321）With positioned at adjusting cavity
（321）Both ends and with the adjustment portion（33）The adjuster of adjustable connection（322）.
3. a kind of integrated concrete revetment according to claim 2 pours mold, which is characterized in that the adjuster
（322）With adjustment portion（33）In the threaded spindle cap nut pair of engagement.
4. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the positioning device
（3）In the master mold（4）With secondary mold（5）On be arranged with the spacing interval of 0.8-1.2m.
5. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the positioning device
（3）It further include support element（7）, the support element（7）It is removable to be set to the water blocking mould（2）Between bottom and bank protection.
6. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the fixing device is
Steel-bar Pile.
7. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the upper mold（11）For
20# channel steels, the water blocking mould（2）For 10# channel steels.
8. a kind of integrated concrete revetment according to claim 1 pours mold, which is characterized in that the lower die（12）For
Wooden model or slope surface cutting clay model.
9. a kind of one concrete revetment pours the pouring construction method of mold, using any described in claim 1 to 8
A kind of one concrete revetment pours the skeleton and water blocking edge of mold one-time-concreting molding slope protection concrete, which is characterized in that packet
Include following steps：
Step S1：Mold design, according to stressing conditions in bank protection soil property and sizecalculation concreting process, and according to
Each component of actual conditions mold customized；
Step S2：Examination is assembled, carries out mold examination assembly at the construction field (site), and examination, which is assemblied with, to be unsatisfactory for carrying out repairing for mold at requirement
It is whole, the number of each component of mold is carried out after the completion of assembled；
Step S3：In-site installation, at the construction field (site) bank protection face progress mold installation；
Step S4：It pours, using small portable tamper, receives face molding when making firm by ramming in a manner of from top to bottom；
Step S5：Smooth cleaning, to the water blocking mould（2）Concrete surface plastering at lower surface is smooth, and surface is slightly less than institute
State water blocking mould（2）Lower surface 1mm removes remaining concrete on mold to the visual portion；
Step S6：Concrete setting rear mold is removed, and is displaced to next adjacent working face progress to be numbered in above-mentioned steps S2
Cycle construction.
10. a kind of integrated concrete revetment according to claim 9 pours the pouring construction method of mold, feature exists
In the step S3 includes following substep：
Substep S31：Hanging wire setting-out determines die top absolute altitude；
Substep S32：The fixing device is installed along setting-out into bank protection soil layer, the skeleton is installed in the fixing device
Mould（1）；
Substep S33：Pass through the positioning device（3）Water blocking mould described in hanging（2）, and pass through the adjustment portion（33）And movable part
（32）Mutual alignment adjust and position the water blocking mould（2）With the skeleton pattern（1）Between relative position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810727297.XA CN108729456B (en) | 2018-07-05 | 2018-07-05 | Integrative concrete slope protection pouring mold and pouring construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810727297.XA CN108729456B (en) | 2018-07-05 | 2018-07-05 | Integrative concrete slope protection pouring mold and pouring construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108729456A true CN108729456A (en) | 2018-11-02 |
| CN108729456B CN108729456B (en) | 2024-06-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810727297.XA Active CN108729456B (en) | 2018-07-05 | 2018-07-05 | Integrative concrete slope protection pouring mold and pouring construction method thereof |
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| CN (1) | CN108729456B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110004956A (en) * | 2019-05-15 | 2019-07-12 | 长江岩土工程总公司（武汉） | Make and use the bank protecting method of revetment brick |
| CN115288161A (en) * | 2022-07-23 | 2022-11-04 | 福州市建筑设计院有限责任公司 | Ecological slope protection pouring mold |
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| KR20110005029A (en) * | 2009-07-09 | 2011-01-17 | 재 술 나 | One-body type form panel |
| CN104863037A (en) * | 2015-06-11 | 2015-08-26 | 张家口市第一建筑工程有限公司 | Curb, curb overall cast-in-place mold, control method and construction method |
| KR20160003049U (en) * | 2015-02-27 | 2016-09-06 | 주식회사 넥스플러스 | Signed slab formwork panels for roofs |
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
| CN208701705U (en) * | 2018-07-05 | 2019-04-05 | 中铁十六局集团第三工程有限公司 | It is a kind of one concrete revetment pour mold |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110005029A (en) * | 2009-07-09 | 2011-01-17 | 재 술 나 | One-body type form panel |
| KR20160003049U (en) * | 2015-02-27 | 2016-09-06 | 주식회사 넥스플러스 | Signed slab formwork panels for roofs |
| CN104863037A (en) * | 2015-06-11 | 2015-08-26 | 张家口市第一建筑工程有限公司 | Curb, curb overall cast-in-place mold, control method and construction method |
| CN107119698A (en) * | 2017-05-11 | 2017-09-01 | 重庆建工住宅建设有限公司 | A kind of prefabricated assembling type reinforced concrete side slope protection modular assembly and its construction method |
| CN208701705U (en) * | 2018-07-05 | 2019-04-05 | 中铁十六局集团第三工程有限公司 | It is a kind of one concrete revetment pour mold |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110004956A (en) * | 2019-05-15 | 2019-07-12 | 长江岩土工程总公司（武汉） | Make and use the bank protecting method of revetment brick |
| CN115288161A (en) * | 2022-07-23 | 2022-11-04 | 福州市建筑设计院有限责任公司 | Ecological slope protection pouring mold |
| CN115288161B (en) * | 2022-07-23 | 2024-02-20 | 福州市建筑设计院有限责任公司 | Ecological slope protection pouring die |
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| CN108729456B (en) | 2024-06-11 |
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