CN205676902U - Arched framework slope protection construction typified form - Google Patents
Arched framework slope protection construction typified form Download PDFInfo
- Publication number
- CN205676902U CN205676902U CN201620460824.1U CN201620460824U CN205676902U CN 205676902 U CN205676902 U CN 205676902U CN 201620460824 U CN201620460824 U CN 201620460824U CN 205676902 U CN205676902 U CN 205676902U
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- China
- Prior art keywords
- arched framework
- slope protection
- protection construction
- external mold
- typified form
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Abstract
The utility model provides arched framework slope protection construction typified form, and it includes internal model structure and cast outer mold structure, and described cast outer mold structure and internal model structure form after all using assembled connected mode, internal model structure and cast outer mold structure combination and pour gap.It can overcome the deficiencies in the prior art, makes and quick, low cost easy to use, and landform and soil property limit less, can be processed making and width adjusting according to on-site actual situations, conveniently carry out the construction of arched framework.
Description
Technical field
The utility model relates to a kind of novel arched framework construction set shaped steel formwork, is particularly suitable for scale less
Set shaped steel formwork in the construction of concrete arched framework.
Background technology
Arched framework bank protection is a kind of important form of subgrade protection project, is also to protect roadbed and prevent erosion
Important feature thing.The measures using in constructing at present include more: prefabricated and on-site consolidation skeleton bank protection, mortar flag stone skeleton in field
Bank protection, cast-in-place concrete skeleton bank protection.Any of the above measure has its advantage being suitable for, and also has the shortcoming self being difficult to overcome,
Pin-connected panel skeleton bank protection early investment is relatively big, and technique is more complicated, and transhipment and on-site consolidation need to be not suitable for scale with more artificial
Less subgrade protection construction；Mortar rubble masonry pavement construction technology is relatively simple, and technical difficulty is not high, but is only applicable to slabstone and produces
Abundant area, and limited by side slope landform and soil property: cast-in-place concrete bank protection adaptability is relatively strong, and former material is easily purchased, and quality is easy
In control, work efficiency is high, and construction period is shorter, and cost is low.
Utility model content
For solving above technical problem, the present invention provides arched framework slope protection construction typified form, and it can overcome above-mentioned existing
Having the deficiency of technology, making and quick, low cost easy to use, landform and soil property limit less, can be according to on-site actual situations
It is processed making and width adjusting, conveniently carry out the construction of arched framework.
In order to realize above-mentioned technical characteristic, the purpose of this utility model is achieved in that arched framework slope protection construction
Typified form, it includes internal model structure and cast outer mold structure, and described cast outer mold structure and internal model structure all use assembled connected mode, interior
Formed after mode structure and cast outer mold structure combination and pour gap.
Described cast outer mold structure includes external mold panel, and external mold panel has two 1/4th segmental arcs and two straight sections, institute
State and be attached by adjustable connecting plate between two segmental arcs, carried out even by connecting plate between described segmental arc and straight section
Connect.
Described internal model structure includes interior die face plate, and interior die face plate has two 1/4th segmental arcs and two straight sections, institute
State and be attached by adjustable connecting plate between two segmental arcs, carried out even by connecting plate between described segmental arc and straight section
Connect.
The lateral wall centre position of described external mold panel is fixed with longitudinal rib in external mold.
The madial wall centre position of described interior die face plate is fixed with longitudinal rib in interior mould.
The fascia edge of longitudinal rib in described external mold and the inner wall edge of longitudinal rib in Nei Mo are all fixed with limit steel bar.
It is machined with multiple screwed hole on described adjustable connecting plate.
Described cast outer mold structure and cast outer mold structure all use the thick general steel plate welding processing of 5mm.
The utility model has the advantages that:
A kind of cast-in-place concrete arched framework construction set shaped steel formwork that the utility model provides, in structure design and reinforcing
Have employed a kind of relatively simple easy-operating construction technology in measure, set shaped steel formwork is executed after frame position primarily determines that
Work, utilizes adpting flange to carry out the regulation of two sections of connecting position arched framework sizes, and circular arc portion employing gusset carries out template and adds
Gu, straight line portion uses strength plate and the lumps of wood to reinforce, and limit steel bar is fixed.Simple in construction of the present utility model is real
By, lighter weight, have low cost, easy to operate, control perfect advantage.Two people just can install and operate.Save
A large amount of machineries and human cost, construction efficiency is very high.
Brief description
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is front view of the present utility model.
Fig. 2 is left view of the present utility model.
Fig. 3 is top view of the present utility model.
In figure: in external mold panel the 1st, interior die face plate the 2nd, external mold, in longitudinal rib the 3rd, interior mould, longitudinal rib the 4th, adjustable connecting plate the 5th, connecting plate is the 6th,
The 8th, limit steel bar the 7th, screwed hole pours gap 9.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiment of the present utility model is described further.
Seeing Fig. 1-3, arched framework slope protection construction typified form, it includes internal model structure and cast outer mold structure, described external mold
Structure and internal model structure form after all using assembled connected mode, internal model structure and cast outer mold structure combination and pour gap 9.Pass through
The assembling of internal model structure and cast outer mold structure can form and smooth pour gap 9, wherein pours gap 9 in the position near top, slope
It for arcuate structure, is straight flange near the position at the bottom of slope, by then entering with oscillating column pump to pouring the internal casting concrete in gap 9 again
Row jolt ramming operation and then the side slope skeleton structure forming arch, opposite side hill start is to good protective action.
Further, described cast outer mold structure includes external mold panel 1, and external mold panel 1 has two 1/4th segmental arcs and two
Individual straight section, is attached by adjustable connecting plate 5 between said two segmental arc, passes through between described segmental arc and straight section
Connecting plate 6 is attached.The joint efficiency of die face plate can be improved by multi-segment structure assembly, and then ensure its reliability.With
When can be changed the length of segmental arc by adjustable connecting plate 5, and then change the structure of arch side slope.
Further, described internal model structure includes interior die face plate 2, and interior die face plate 2 has two 1/4th segmental arcs and two
Individual straight section, is attached by adjustable connecting plate 5 between said two segmental arc, passes through between described segmental arc and straight section
Connecting plate 6 is attached.
Further, the lateral wall centre position of described external mold panel 1 is fixed with longitudinal rib 3 in external mold.By welding external mold
Middle longitudinal rib 3 can improve the installation effectiveness of external mold panel 1.
Further, the madial wall centre position of described interior die face plate 2 is fixed with longitudinal rib 4 in interior mould.
Further, in described external mold longitudinal rib 3 fascia edge and in Nei Mo the inner wall edge of longitudinal rib 4 be all fixed with spacing
Reinforcing bar 7.Longitudinal rib 4 in longitudinal rib in external mold 3 and Nei Mo effectively can be fixed by limit steel bar 7, and then improve fixing
Intensity, it is ensured that the stability pouring.
Further, described adjustable connecting plate 5 is machined with multiple screwed hole 8.Can by the different screwed hole 8 of selection
The structure of regulation segmental arc.
Further, described cast outer mold structure and cast outer mold structure all use the thick general steel plate welding processing of 5mm.Use steel plate weldering
Connect and improve durability, ensure that structural strength simultaneously.
Use of the present utility model and work progress are as follows:
Dig base during the construction of concrete arched framework and use hand excavation, it is ensured that basis smooth-going is closely knit, provide for template good
Foundation plane.
The utility model uses 5 general steel plate processing, the maximum single-unit weight of concrete arched framework construction set shaped steel formwork
Amount about 28, can be used the lumps of wood to reinforce support and limit steel bar by being manually seated to skeleton installation site.Execute due to domatic
Work, should strictly control slump during concreting, use and plug in pricker or φ 20 vibrating spear vibration compacting.
Improve construction of prevention work efficiency, it is ensured that construction quality is one of direction of subgrade protection construction effort, the utility model
Make easily, light quality, simple to operate, save substantial amounts of human cost, construction efficiency is very high, preferably solves cast-in-place mixed
The problem of solidifying soil arched framework construction.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model
System, the technical scheme that protection domain of the present utility model should be recorded with claim, including the technical scheme that claim is recorded
The equivalents of middle technical characteristic is protection domain.Equivalent i.e. within this range is improved, also at the utility model
Protection domain within.
Claims (6)
1. arched framework slope protection construction typified form, it is characterised in that: it includes internal model structure and cast outer mold structure, and described external mold is tied
Structure and internal model structure form after all using assembled connected mode, internal model structure and cast outer mold structure combination and pour gap (9)；
Described cast outer mold structure includes external mold panel (1), and external mold panel (1) has two 1/4th segmental arcs and two straight sections,
It is attached by adjustable connecting plate (5) between said two segmental arc, between described segmental arc and straight section, pass through connecting plate
(6) it is attached；
Described internal model structure includes interior die face plate (2), and interior die face plate (2) has two 1/4th segmental arcs and two straight sections,
It is attached by adjustable connecting plate (5) between said two segmental arc, between described segmental arc and straight section, pass through connecting plate
(6) it is attached.
2. arched framework slope protection construction typified form according to claim 1, it is characterised in that: described external mold panel (1)
Lateral wall centre position is fixed with longitudinal rib in external mold (3).
3. arched framework slope protection construction typified form according to claim 1, it is characterised in that: described interior die face plate (2)
Madial wall centre position is fixed with longitudinal rib (4) in interior mould.
4. arched framework slope protection construction typified form according to claim 2, it is characterised in that: longitudinal rib (3) in described external mold
Fascia edge be fixed with limit steel bar (7).
5. arched framework slope protection construction typified form according to claim 3, it is characterised in that: longitudinal rib (4) in described interior mould
Inner wall edge be fixed with limit steel bar (7).
6. arched framework slope protection construction typified form according to claim 1, it is characterised in that: described adjustable connecting plate (5)
On be machined with multiple screwed hole (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620460824.1U CN205676902U (en) | 2016-05-19 | 2016-05-19 | Arched framework slope protection construction typified form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620460824.1U CN205676902U (en) | 2016-05-19 | 2016-05-19 | Arched framework slope protection construction typified form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205676902U true CN205676902U (en) | 2016-11-09 |
Family
ID=57436216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620460824.1U Expired - Fee Related CN205676902U (en) | 2016-05-19 | 2016-05-19 | Arched framework slope protection construction typified form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205676902U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487266A (en) * | 2018-06-01 | 2018-09-04 | 宁夏力丰农机制造有限公司 | A kind of cutting arched framework beam forms |
| CN112796336A (en) * | 2021-02-05 | 2021-05-14 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
| CN115874511A (en) * | 2023-02-17 | 2023-03-31 | 中建八局第二建设有限公司 | Highway side slope arch drainage framework slipform pouring device |
| CN115874511B (en) * | 2023-02-17 | 2024-06-11 | 中建八局第二建设有限公司 | Highway slope arch drainage skeleton slipform pouring device |
-
2016
- 2016-05-19 CN CN201620460824.1U patent/CN205676902U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487266A (en) * | 2018-06-01 | 2018-09-04 | 宁夏力丰农机制造有限公司 | A kind of cutting arched framework beam forms |
| CN112796336A (en) * | 2021-02-05 | 2021-05-14 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
| CN112796336B (en) * | 2021-02-05 | 2022-08-05 | 中国铁建大桥工程局集团有限公司 | Assembled box arched girder structure bank protection mould |
| CN115874511A (en) * | 2023-02-17 | 2023-03-31 | 中建八局第二建设有限公司 | Highway side slope arch drainage framework slipform pouring device |
| CN115874511B (en) * | 2023-02-17 | 2024-06-11 | 中建八局第二建设有限公司 | Highway slope arch drainage skeleton slipform pouring device |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20200519 |