KR20100089984A - The method of curb construction by multi screw jack - Google Patents
The method of curb construction by multi screw jack Download PDFInfo
- Publication number
- KR20100089984A KR20100089984A KR1020090009195A KR20090009195A KR20100089984A KR 20100089984 A KR20100089984 A KR 20100089984A KR 1020090009195 A KR1020090009195 A KR 1020090009195A KR 20090009195 A KR20090009195 A KR 20090009195A KR 20100089984 A KR20100089984 A KR 20100089984A
- Authority
- KR
- South Korea
- Prior art keywords
- boundary stone
- road boundary
- concrete
- road
- screw jack
- Prior art date
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F3/00—Devices, e.g. jacks, adapted for uninterrupted lifting of loads
- B66F3/08—Devices, e.g. jacks, adapted for uninterrupted lifting of loads screw operated
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/221—Kerbs or like edging members, e.g. flush kerbs, shoulder retaining means ; Joint members, connecting or load-transfer means specially for kerbs
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
- E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
- E01C19/506—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes for kerbs, gutters or similar structures, e.g. raised portions, median barriers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/52—Apparatus for laying individual preformed surfacing elements, e.g. kerbstones
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Construction method of boundary stone in civil engineering and landscape
In general, the road boundary stone is divided into a road and a road boundary boundary that separates a driveway and a pedestrian road, and a road boundary stone that directly separates a driveway and a complex, and a road boundary stone that divides a pedestrian road and a complex.
In addition, the boundary stone has a shape of a side opening with an average slope of 4% at a constant width in order to drain the surface rainwater generated in the roadway in the longitudinal direction.
As a material used as road boundary stone, many precast concrete products have been used. However, due to the damage caused by freezing of winter, it is not easy to remove the concrete in the side part during frequent replacement and replacement. It is often adopted to repair only by removing boundary stones due to excessive occurrences. However, many problems have been derived.
Figure 01 is a cross-sectional view showing a conventional road boundary stone construction structure.
Looking at the conventional boundary stone construction, after the ground (base) is chopped, the foundation concrete (①) is placed on the ground at a suitable height at the position where the road boundary stone (③) is to be placed,
When the foundation concrete (①) is cured to a certain degree and has the strength that the uneven settlement due to the weight of the road boundary stone (③) does not occur, but when it is judged that the cast concrete is not easily cured, the worker puts the After spraying mortar (②) on to absorb the moisture of concrete, the road boundary stone (③) is put on,
At this time, in order to adjust the height of the road boundary stone, the worker taps the road boundary stone up and down so as to maintain the proper height by using a hook, and if the weight of the road boundary itself is equal to or lower than the lower boundary concrete, After collecting the lower part and proceeding to adjust the height repeatedly, even if this construction road boundary stone (③) and the base concrete (①) of the lower can not be said to be compressed with the boundary stone with sufficient flatness,
The height and horizontality of the road boundary stone is that the height and the position of the
The workers who perform these tasks are required to have a high level of skill and can only temporarily work when they have a certain hardness before the foundation concrete (①) is completely hardened. I have a problem that I can't.
When the road boundary stone (③) is placed on the foundation concrete (①), and the foundation concrete (①) is completely hardened after adjusting the position, formwork (④) is installed on both sides and concrete (⑤) on the front and rear surfaces of the road boundary stone, respectively. The construction will be completed by pouring).
By the way, as shown in the concrete is separated into the foundation concrete (①), which supports the boundary stone, and the front side mouth portion and the rear concrete for the fall prevention, it is not only difficult to construct and cumbersome work, but also to separate casting Crack is easy to occur in the joint portion for the cause of defects, as well as there is a problem that the construction period is extended as the work process is divided.
After fixing the road boundary stone at a certain position, it finishes the work with one-time concrete pouring without any distinction, which reduces the process easily and induces high quality control according to the one-piece concrete pouring.
The above problems were solved at once by constructing the preliminary boundary stone with the structure that supports the boundary stone to a certain height in the ground according to the design drawing, and then pouring concrete.
A screw formed in the vertical direction holds the heavy object up as a jack. The four bolts (⑥) of the upper panel (⑦) adjust the height of the horizontal and vertical part of the boundary stone, and the average weight is about 150㎏ It is designed to move easily and is used to maintain the design dimension to be maintained between the boundary stone and the ground.
In the method of constructing the road boundary stone using this method, after installing multi screw jacks (ⓢ) according to the vertical line and the horizontal type, and placing the road boundary stone (③) in the working direction in turn by using manpower or construction equipment,
The present invention is to install the front and rear formwork after laying the boundary stone up by the spacing distance of the design book using the props of multi-screw jack in the construction method of the boundary stone, which was separated and constructed in the existing construction method, and only one concrete pouring therein As concrete and concrete are integrally constructed, concrete with sufficient strength grabs boundary stone, so it is stable to conduction or settlement and enables high quality side construction, and also simplifies construction and finishes work with economic reduction and economic feasibility. .
Therefore, in order to support the boundary stone, small screw jacks similar to the screw jacks commonly used in construction work are made of recycled vinyl, and horizontal bolts can be installed on the upper panel to adjust the height of the terminal linear with the screw jacks. In the process of installing the boundary stone, four bolts were installed to ensure flatness horizontally, and the four bolts were placed in the center protrusion to easily adjust the planar linearity of the boundary stone to minimize the frictional force with the bottom of the boundary stone.
In order to prevent the boundary stone from being pushed back due to the concrete jungle during the concrete placing, the spacer is installed in the boundary stone joint to prevent the spacer from being pushed by wood or other parts.
By removing the internal bubbles with vibrates, etc. to allow the concrete to be sufficiently filled in the lower surface of the boundary stone when placing concrete, or allowing the worker to carry out sufficient concrete compacting work for removing voids during finishing of the front part.
It will be a construction method so that high quality side structures can be constructed.
The multi screw jack devised in the present invention will be used as a material for securing the spacing when the heavy construction is to be installed at a certain separation distance, and also used as a support material at the bottom when there is a task to secure the flatness of a wide place. It is possible.
In particular, in recent years, the landscaping of rooftops has increased, so that the landscaping soil is separated from the slabs by a certain distance in the rooftops. It will be able to secure some space.
Drawing 01: Design drawing of road boundary stone (existing construction drawing)
Figure 02: Perspective view showing exploded configuration of multi screw jack
Drawing-03: Installation process of screed frame in construction order of road boundary stone
Drawing-04: Arrangement of multi-screw jacks after installing the screed
Drawing-05: Mounting a road boundary stone on a multi-screw jack
Drawing-06: Formwork installed on the front and back of the road boundary stone
Drawing-07: Concrete placing fixing road boundary stone
Figure 08: a perspective view showing an embodiment of embedding a multi-screw jack,
Figure-09: Adjustment of longitudinal linearity with multi screw jack
10: Perspective view of horizontal adjustment using multi screw jack
Figure-11: To prevent the boundary stone from being pushed back during concrete pouring
Spacer Installation
Drawing-12: Curing after concrete pouring
Drawing-13: Completed road boundary stone construction
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090009195A KR20100089984A (en) | 2009-02-05 | 2009-02-05 | The method of curb construction by multi screw jack |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090009195A KR20100089984A (en) | 2009-02-05 | 2009-02-05 | The method of curb construction by multi screw jack |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20100089984A true KR20100089984A (en) | 2010-08-13 |
Family
ID=42755705
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020090009195A KR20100089984A (en) | 2009-02-05 | 2009-02-05 | The method of curb construction by multi screw jack |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20100089984A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101291694B1 (en) * | 2011-03-09 | 2013-07-31 | 신성식 | Construction apparatus for boundary stone |
CN114855565A (en) * | 2022-05-31 | 2022-08-05 | 山东汇友市政园林集团有限公司 | Curb suspension installation device and curb cushion layer reverse construction method |
-
2009
- 2009-02-05 KR KR1020090009195A patent/KR20100089984A/en not_active Application Discontinuation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101291694B1 (en) * | 2011-03-09 | 2013-07-31 | 신성식 | Construction apparatus for boundary stone |
CN114855565A (en) * | 2022-05-31 | 2022-08-05 | 山东汇友市政园林集团有限公司 | Curb suspension installation device and curb cushion layer reverse construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100883385B1 (en) | Jig for holding and carring curb and curb supporter using the jig | |
KR20090040712A (en) | Steel materials mold for underground box construction formation | |
KR20120046919A (en) | Boundary stone construction apparatus and the method of construct the boundary stone | |
CN112127637A (en) | Construction method for pre-buried vertical component steel bars of foundation layer of fabricated building | |
JP6966853B2 (en) | How to place concrete on an inclined surface and mobile formwork equipment | |
KR20100089984A (en) | The method of curb construction by multi screw jack | |
CN211547217U (en) | Auxiliary device is used in road construction | |
CN210086000U (en) | Town road curb construction equipment | |
KR101158445B1 (en) | Form for constructing road boundary stones and method using thesame | |
KR20090070852A (en) | Method and apparatus for constructing boader stones between footway and roadway | |
KR101378967B1 (en) | Apparatus for constructing boundary stone | |
CN113585317B (en) | Construction method for mucky soil support beam cushion layer | |
KR100432863B1 (en) | Method for dry constructing road boundary stones and road boundary stone supporting device | |
CN202970006U (en) | L-shaped prefabricated clear water bleacher plate installation construction structure | |
KR101042578B1 (en) | Support for boundary stone that construction is easy | |
CN209854513U (en) | Town road curb mounting structure and construction equipment | |
KR101723132B1 (en) | the improved construction method of road boundary stone using the supporting vice | |
CN108643432A (en) | Electronic chip workshop wafer board structure construction engineering method | |
JP2009161961A (en) | Gutter and method of constructing gutter | |
CN102943484B (en) | Tapered-iron pulp-bedding rapid leveling method for large-size and middle-size equipment installation | |
KR200456737Y1 (en) | A supporter of a road boundary stone | |
CN218404953U (en) | Cement pouring equipment | |
CN211899507U (en) | Cement mortar strickles device off | |
JPH07259048A (en) | Concrete block for revetment | |
KR200272862Y1 (en) | Supporting device for constructing road boundary stones |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application |