CN209384633U - Nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction - Google Patents
Nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction Download PDFInfo
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- CN209384633U CN209384633U CN201920067151.7U CN201920067151U CN209384633U CN 209384633 U CN209384633 U CN 209384633U CN 201920067151 U CN201920067151 U CN 201920067151U CN 209384633 U CN209384633 U CN 209384633U
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- cambered surface
- template
- die plate
- face die
- concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 59
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 230000007246 mechanism Effects 0.000 claims abstract description 81
- 230000001105 regulatory effect Effects 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000008439 repair process Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- 238000005266 casting Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of nearly cambered surface sliding mode systems for thin layer cambered surface concrete pouring construction, including template mechanism, hoisting mechanism and concrete vibrating mechanism, template mechanism includes multiple inner surfaces and face die plate and radian regulating part that cambered surface to be poured is adapted, multiple face die plates are along cambered surface the to be poured high settings such as side by side, and closely spliced between adjacent face die plate using bolt, radian regulating part is inserted in face die plate transverse direction piece；One end of hoisting mechanism is connected by traction rope with the upper end of template mechanism, and the other end is fixed on the top of cambered surface to be poured by connector；Concrete vibrating mechanism is fixed on template mechanism.Its remarkable result is: structure is simple and convenient to operate, speed of application is fast, overcome the incident quality problems of conventional construction method, the compactness and presentation quality of concrete are good, and it one-pass molding, does not repair, reduce cost input, the pouring construction of curve slope thin-lift concrete that is higher especially suitable for appearance requirement and having arrangement of reinforcement.
Description
Technical field
The utility model relates to arrive curve slope thin-lift concrete pouring construction technical field, and in particular to one kind is for thin
The nearly cambered surface sliding mode system of layer cambered surface concrete pouring construction.
Background technique
The construction method of curve slope thin-lift concrete routine is exactly directly to pave to make real receipts face, is added to the place of out-of-flatness
With modification, this method is commonly available to thin-lift concrete of the surface slope less than 20 ° and pours.When surface slope is greater than 20 °, if adopting
It is constructed with this method, concrete is influenced by itself mobility, it is easy to the appearance qualities such as wave, protrusion occur；And it adopts
Such as sliding formwork, overmolded form of construction work are poured with conventional mould, due to very thin to pouring concrete and have arrangement of reinforcement, concrete warehousing is tired
Difficulty, it cannot be guaranteed that concrete is easy to appear cavity, honeycomb, pitted skin and other issues full of inside template.
Summary of the invention
In view of the deficiencies of the prior art, the purpose of the utility model is to provide one kind applies for the concreting of thin layer cambered surface
The nearly cambered surface sliding mode system of work, concrete warehousing is difficult, speed is slow, at high cost to solve in existing construction method, and compactness and
The problems such as appearance line style is difficult to ensure.
In order to achieve the above objectives, the technical solution adopted in the utility model is as follows:
A kind of nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction, key are: including template machine
Structure, hoisting mechanism and concrete vibrating mechanism, in which:
The template mechanism includes the face die plate and radian regulating part that multiple inner surfaces are adapted with cambered surface to be poured, described
Multiple face die plates are closely spliced between adjacent face die plate using bolt, the arc along cambered surface the to be poured high settings such as side by side
Degree regulating part is inserted in the face die plate transverse direction piece, is adjusted for the radian to the face die plate；
One end of the hoisting mechanism is connected by traction rope with the upper end of the template mechanism, and the other end passes through connector
It is fixed on the top of cambered surface to be poured, for the template mechanism to be lifted up；
The concrete vibrating mechanism is fixed on the template mechanism, for assisting vibrating for concrete warehousing and concrete.
Further, the system also includes balance weight mechanism, the balance weight mechanism is fixedly installed on template mechanism, is used for
The template mechanism counterweight is prevented from floating in work progress.
Further, the balance weight mechanism includes support frame and weight body, and support frame as described above is fixed on the face die plate
On, the weight body is fixedly connected with support frame as described above.
Further, the face die plate includes upper section, middle section and lower section template, between the upper section and middle section template, in
It is bolted between section and lower section template, the radian regulating part is inserted in section and middle section template and middle section and lower section
In lateral piece between template, the depth being inserted into lateral piece by changing radian regulating part realizes the face die plate arc
The adjusting of degree.
Further, the system also includes a plurality of round steel sliding rail, plane and the arc to be poured where sliding rail top
The surface in face is consistent, for providing positioning and sliding support to the template mechanism.
Further, the radian regulating part uses triangle wedge.
Further, the hoisting mechanism is chain block or electrical hoist, and the chain block or electronic elevator
Machine is arranged in a one-to-one correspondence with the face die plate.
Further, the concrete vibrating mechanism selects attached vibrator or poker vibrator or combinations thereof.
This system is made of template mechanism, balance weight mechanism, hoisting mechanism and four part of concrete vibrating mechanism.The upper section of face die plate,
Radian is finely adjusted by triangle wedge between middle section and lower section template, to meet the cambered surface line style requirement of cambered surface to be poured, coagulation
Soil first welds several sliding rails according to cambered surface width to be poured with round steel before pouring, and handling template mechanism is extremely pacified in cambered surface wait pour later
Dress, template are installed rear handling installation balance weight mechanism, and balance weight is determined according to calculating, and balance weight mechanism answer it is fixed,
Hoisting mechanism and concrete vibrating mechanism are finally installed.When casting concrete cloth, using concrete vibrating mechanism auxiliary concrete warehousing and vibrate,
After the completion of concreting, start hoisting mechanism Synchronous lifting face die plate, integrally slowly and steadily increase template mechanism, is promoted
The time of template mechanism, which is subject to, is not occurred phenomena such as gliding, protuberance deforms by the concrete that face die plate constrains.Template mechanism
After being promoted in place, and cloth casting concrete is carried out, is so repeated in until being poured into tip-cambered end to be poured.
The remarkable result of the utility model is: structure is simple and convenient to operate, speed of application is fast, overcomes conventional construction side
The incident quality problems of method, the compactness and presentation quality of concrete are good, and one-pass molding, do not repair, and reduce cost throwing
Enter, the pouring construction of curve slope thin-lift concrete that is higher especially suitable for appearance requirement and having arrangement of reinforcement.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the arrangement schematic diagram of muti-piece face die plate in the utility model.
1- face die plate, 2- weight body, 3- attached vibrator, 4- chain block or electrical hoist, 5- triangle wedge, 6- are sliding
Rail, 7- traction rope, 8- support frame, 9- connector, 10- bolt.
Specific embodiment
Specific embodiment of the present utility model and working principle are described in further detail with reference to the accompanying drawing.
As shown in Figures 1 and 2, a kind of nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction, including mould
Trigger structure, balance weight mechanism, hoisting mechanism and concrete vibrating mechanism, in which:
The template mechanism includes multiple inner surfaces and face die plate 1 and radian regulating part that cambered surface to be poured is adapted, institute
Multiple face die plates 1 are stated along cambered surface the to be poured high settings such as side by side, and movable supporting is in the surface one with the cambered surface to be poured
On a plurality of sliding rail 6 caused, and closely spliced between adjacent face die plate 1 using bolt, the radian regulating part is inserted in described
In the lateral piece of face die plate 1, it is adjusted for the radian to the face die plate 1；
The balance weight mechanism is fixedly installed on template mechanism, for preventing in work progress to the template mechanism counterweight
It floats；The balance weight mechanism includes support frame 8 and weight body 2, and support frame as described above 8 is fixed on the face die plate 1, the weight body
2 are fixedly connected with support frame as described above 8；
One end of the hoisting mechanism is connected by traction rope 7 with the upper end of the template mechanism, and the other end passes through connection
Part 9 is fixed on the top of cambered surface to be poured, for the template mechanism to be lifted up；
The concrete vibrating mechanism is fixed on the template mechanism, for assisting vibrating for concrete warehousing and concrete, this
In example, the concrete vibrating mechanism selects attached vibrator 3.
Referring to attached drawing 1 and attached drawing 2, the face die plate 1 includes upper section template 1a, middle section template 1b and lower section template 1c, institute
It states between section template 1a and middle section template 1b, be connected by bolt 10 between middle section template 1b and lower section template 1c, institute
State the lateral spelling that radian regulating part is inserted between section template 1a and middle section template 1b or middle section template 1b and lower section template 1c
In seam, the depth being inserted into lateral piece by changing radian regulating part realizes the adjusting of the face die plate radian.
In the specific implementation process, the radian regulating part uses triangle wedge 5, so as to easily be inserted into triangle wedge 5
In the transverse direction piece, and tune of the different depth realization to 1 radian of face die plate of lateral piece is easily inserted into according to triangle wedge 5
Section, upper section template 1a, the middle section template 1b of face die plate 1 are fixed with the position lower section template 1c by the bolt 10 later
?.Certainly, which can also be used the other structures forms such as rectangle cushion block, cone cell block, to save template on capable of changing
Lateral piece width between 1a and middle section template 1b and middle section template 1b and lower section template 1c is criterion.
It is accurately controlled for the ease of the lifting process to template mechanism, it is excellent to ensure to pour the quality of rear concrete
Choosing, the hoisting mechanism is electrical hoist 4, and the electrical hoist 4 is arranged in a one-to-one correspondence with the face die plate 1.
The working principle of this system is:
First according to requirement of engineering steel plate and fashioned iron machine-shaping several piece face die plate 1, then welded at 1 back side of face die plate
Support frame 8, as shown in Figure 1, finely tuning radian by triangle wedge 5 between the face die plate 1 in radian direction.It is first used before concreting
Round steel welds several Simple sliding rails 6 according to the width of cambered surface to be poured, and handling template mechanism is extremely installed in cambered surface wait pour, phase
It is connected between proximal surface template 1.Template mechanism is installed weight body 2 made of rear handling installation precast concrete block,
2 weight of weight body answers fixed, finally installation adhesion type vibration according to determination is calculated between weight body 2, support frame 8 and face die plate 1
Device 3, traction rope 7 and electrical hoist 4 and connector 9 are smash, as shown in Figure 1, 2.
Entire sliding mode system should be checked before casting concrete, including can template mechanism on round steel sliding rail 6
Smoothly whether precast concrete block weight body 2 is stable, 1 each piece of piece of face die plate in the case of sliding, the unlatching of attached vibrator 3
Flatness and template mechanism with sliding rail 6 be bonded situation etc..
Sliding mode system carries out pouring for concrete after checking out, the slump of concrete is normally controlled in the left side 180~200mm
It is right, it is ensured that concrete proper flow in template.Concreting and template mechanism promotion are designed as every 2m mono- circulation.It pours
It when concrete distributing, using concrete vibrating mechanism auxiliary concrete warehousing and vibrates, after the completion of concreting, starting hoisting mechanism is same
Step promotes face die plate 1, integrally slowly and steadily increase template mechanism, the time of climbing shuttering mechanism by face die plate not constrained
Concrete do not occur glide, protuberance deformation phenomena such as subject to.After template mechanism is promoted in place, and carries out cloth and pour coagulation
Soil is so repeated in until being poured into tip-cambered end to be poured.
Technical solution provided by the utility model is described in detail above.Specific case pair used herein
The principles of the present invention and embodiment are expounded, and the above embodiments are only used to help understand, and this is practical new
The method and its core concept of type.It is practical not departing from it should be pointed out that for those skilled in the art
Under the premise of new principle, several improvements and modifications can be made to this utility model, these improvement and modification also fall into this
In the protection scope of utility model claims.
Claims (8)
1. a kind of nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction, it is characterised in that: including template mechanism,
Hoisting mechanism and concrete vibrating mechanism, in which:
The template mechanism includes the face die plate and radian regulating part that multiple inner surfaces are adapted with cambered surface to be poured, the multiple
Face die plate is closely spliced between adjacent face die plate using bolt, the radian tune along cambered surface the to be poured high settings such as side by side
Section part is inserted in the face die plate transverse direction piece, is adjusted for the radian to the face die plate；
One end of the hoisting mechanism is connected by traction rope with the upper end of the template mechanism, and the other end is fixed by connector
In the top of cambered surface to be poured, for the template mechanism to be lifted up；
The concrete vibrating mechanism is fixed on the template mechanism, for assisting vibrating for concrete warehousing and concrete.
2. the nearly cambered surface sliding mode system according to claim 1 for thin layer cambered surface concrete pouring construction, feature exist
In: it further include balance weight mechanism, the balance weight mechanism is fixedly installed on template mechanism, for preventing to the template mechanism counterweight
It floats in work progress.
3. the nearly cambered surface sliding mode system according to claim 2 for thin layer cambered surface concrete pouring construction, feature exist
In: the balance weight mechanism includes support frame and weight body, and support frame as described above is fixed on the face die plate, the weight body and institute
Support frame is stated to be fixedly connected.
4. the nearly cambered surface sliding mode system according to claim 1 for thin layer cambered surface concrete pouring construction, feature exist
In: the face die plate include upper section, middle section and lower section template, between the upper section and middle section template, middle section and lower section template it
Between be bolted, the radian regulating part is inserted in the transverse direction between section and middle section template and middle section and lower section template
In piece, the depth being inserted into lateral piece by changing radian regulating part realizes the adjusting of the face die plate radian.
5. the nearly cambered surface sliding mode system according to claim 1 for thin layer cambered surface concrete pouring construction, feature exist
In: it further include a plurality of round steel sliding rail, place plane is consistent with the surface of the cambered surface to be poured at the top of the sliding rail, for described
Template mechanism provides positioning and sliding support.
6. described in any item nearly cambered surface sliding mode systems for thin layer cambered surface concrete pouring construction according to claim 1~5,
It is characterized by: the radian regulating part uses triangle wedge.
7. described in any item nearly cambered surface sliding mode systems for thin layer cambered surface concrete pouring construction according to claim 1~5,
It is characterized by: the hoisting mechanism is chain block or electrical hoist, and the chain block or electrical hoist and institute
Face die plate is stated to be correspondingly arranged.
8. described in any item nearly cambered surface sliding mode systems for thin layer cambered surface concrete pouring construction according to claim 1~5,
It is characterized by: the concrete vibrating mechanism selects attached vibrator or poker vibrator or combinations thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920067151.7U CN209384633U (en) | 2019-01-15 | 2019-01-15 | Nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920067151.7U CN209384633U (en) | 2019-01-15 | 2019-01-15 | Nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction |
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| Publication Number | Publication Date |
|---|---|
| CN209384633U true CN209384633U (en) | 2019-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920067151.7U Active CN209384633U (en) | 2019-01-15 | 2019-01-15 | Nearly cambered surface sliding mode system for thin layer cambered surface concrete pouring construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777795A (en) * | 2019-12-09 | 2020-02-11 | 中交一公局第一工程有限公司 | Concrete pipeline rapid encapsulation pouring device and construction method thereof |
| CN111206517A (en) * | 2020-02-18 | 2020-05-29 | 山西三建集团有限公司 | Arc-shaped template system of cast-in-place culvert vault and culvert vault pouring method |
| CN115142670A (en) * | 2022-06-28 | 2022-10-04 | 中国化学工程第三建设有限公司 | V-shaped groove sliding template system and formwork pouring method |
| CN116516911A (en) * | 2023-04-28 | 2023-08-01 | 中国水利水电第三工程局有限公司 | Concrete slip form with gradually-changed curvature and circular arc curved surface panel and construction method |
-
2019
- 2019-01-15 CN CN201920067151.7U patent/CN209384633U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777795A (en) * | 2019-12-09 | 2020-02-11 | 中交一公局第一工程有限公司 | Concrete pipeline rapid encapsulation pouring device and construction method thereof |
| CN110777795B (en) * | 2019-12-09 | 2024-03-01 | 中交一公局集团有限公司 | Concrete pipeline rapid encapsulation pouring device and its construction method |
| CN111206517A (en) * | 2020-02-18 | 2020-05-29 | 山西三建集团有限公司 | Arc-shaped template system of cast-in-place culvert vault and culvert vault pouring method |
| CN115142670A (en) * | 2022-06-28 | 2022-10-04 | 中国化学工程第三建设有限公司 | V-shaped groove sliding template system and formwork pouring method |
| CN116516911A (en) * | 2023-04-28 | 2023-08-01 | 中国水利水电第三工程局有限公司 | Concrete slip form with gradually-changed curvature and circular arc curved surface panel and construction method |
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