KR20170077998A - pressune a buklding concrete a crtossbeam - Google Patents
pressune a buklding concrete a crtossbeam Download PDFInfo
- Publication number
- KR20170077998A KR20170077998A KR1020150188067A KR20150188067A KR20170077998A KR 20170077998 A KR20170077998 A KR 20170077998A KR 1020150188067 A KR1020150188067 A KR 1020150188067A KR 20150188067 A KR20150188067 A KR 20150188067A KR 20170077998 A KR20170077998 A KR 20170077998A
- Authority
- KR
- South Korea
- Prior art keywords
- time
- construction
- concrete
- foundation
- foam
- Prior art date
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to a steel foam for construction, and more particularly, to a machine for compressing and compressing by using a compression foam.
In modern architecture, time is the answer. I think time will be all over. It will feel so much more because the time is over.
At the time of foundation construction, it is thought that it is already finished when we go into the time when we hit concrete, dry it and remove soil from the bazaar, and this idea is not different because construction is finished early in this construction.
It is time to cut the time between the foundation work and the foundation file. After that, the construction work will start in earnest when the file is received at the time of the construction, and the construction will start in earnest. It will end soon.
Description
The present invention relates to a method for manufacturing a pressed concrete beam for construction, and more particularly, to a method for constructing a concrete beam, in which a method for inserting concrete is inserted into one hole and turned until the hole is filled with a small hole.
There will be a wooden building foam (3) when building the building. Here, the foam for wood is not (3) but a high-strength machine form. What this means is that (3) it is characterized by high strength and precision at precision. This also allows the concrete to come out with high precision without loosening or curling when it is turned back mechanically well.
Here we will look at Figure 1. Rebar (2) was not marked in front. The steel bars (2) are all made of Hiba, and all of them are welded (1). Welding (1) Since the reinforcing bars (2) are assembled in a circular shape and the reinforcing bars (2) are welded (1), the welding (1) As for the angle, I need to weld one (1) to the angle.
If the welding (3) was wrong and a defect occurred at the end, it would have been a big problem. Next is an angle like a window sill hanging on a wall. Eagle is an angle that creates a wall. When welding (1) is done on the back of the angle, welding (1) should be wrong and it should not cause defects.
The drawing was simple but I did not draw the fact. The shape of the cloth is rough and weak, and the inside is strong and hard. Complex devices will be seen here and there. I express it all in words because I can not do it.
The present invention is a metal foil. Because it is made of iron, it may be hard, but it is about 20m in length, so cracks and twisting may occur. In the middle of the twist is divided into five places like a sash. I do not have any twists or turns, so I have to take a good look.
Next is the reinforcing bar. One reinforcing bar is high bar and 16mm. This is wrong, but on the day when there is a back stone, it will be completely smashed.
The present invention is to insert concrete into a metal foam, which will be several characters short enough to make the foam smooth and smooth.
The foam is long and has a window-like portion at the end. I decide how well I see this.
We will do our best to avoid bad spots by welding well. We will weld the rebars well inside, so that the weight is well adjusted and therefore it will not hinder the turning.
The present invention is visible for construction, which is different from the curing process and quickly squeezes quickly and simultaneously quickly. This is even more so. It is strong and robust because it is of a welded type. The strength will be more than double. I think there is a high intensity and there is a lot of need in architecture.
Figure 1 shows a top-
The present invention will now be described in detail with reference to the accompanying drawings.
Figure 1 shows a concrete concrete view of concrete as a structural beam.
This is a product made for various purposes before the concrete pile.
The above thing is concrete as you can see in the picture. We have made various efforts to make this.
The first thing we did to make the stomach is the iron plate (3). For the first time, the side foam (3) is about 20m long and about 60mm thick. It is a heavy object with heavy gravel.
The above items are very heavy and concrete, so you have to insert the reinforcing bars (2) well. The steel plate will keep water from leaking, and there is only one foam hole on each side for leaking. Therefore, it is a machine that pours water while it is tightened. Then the water will fall off and become concrete only.
The following is the form in which the reinforcing bars (2) enter. Lee Hyung-tae is not different, but it is a shape made by matching the right shape and the right weight.
The above form is a form made by welding (1), and when welding (1) is completed, each one is completely filled up. So the finished concrete pile is there.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150188067A KR20170077998A (en) | 2015-12-29 | 2015-12-29 | pressune a buklding concrete a crtossbeam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150188067A KR20170077998A (en) | 2015-12-29 | 2015-12-29 | pressune a buklding concrete a crtossbeam |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20170077998A true KR20170077998A (en) | 2017-07-07 |
Family
ID=59353534
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020150188067A KR20170077998A (en) | 2015-12-29 | 2015-12-29 | pressune a buklding concrete a crtossbeam |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20170077998A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20240001130A (en) | 2021-04-28 | 2024-01-03 | 오와다 카본 인더스트리얼 가부시키가이샤 | Heat-resistant structures and members for heat treatment furnaces |
-
2015
- 2015-12-29 KR KR1020150188067A patent/KR20170077998A/en not_active Application Discontinuation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20240001130A (en) | 2021-04-28 | 2024-01-03 | 오와다 카본 인더스트리얼 가부시키가이샤 | Heat-resistant structures and members for heat treatment furnaces |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105569330B (en) | Build housing heavy in section special-shaped column strengthening pattern plate and its construction method | |
CN204703498U (en) | Wall of High-building deformation joint template construction structure | |
CN204531397U (en) | Bean column node typified form | |
CN203904976U (en) | Two-section rectangular support pile with grooves | |
CN204531384U (en) | Exempt from boring shear wall construction template system | |
KR20170077998A (en) | pressune a buklding concrete a crtossbeam | |
CN205134634U (en) | Precast reinforced concrete shear force wall | |
CN109623243A (en) | A kind of manually digging hole filling pile steel reinforcement cage main reinforcement welding locating rod | |
CN203947498U (en) | Poured band of outer wall of basement wall Side Template | |
CN203891007U (en) | Precast reinforced concrete hollow plum blossom pile | |
CN205558265U (en) | A banded column is detained for concrete column formwork support | |
CN204435562U (en) | Steel-concrete combined structure bean column node | |
JP2011169099A (en) | Overall method of earthquake-proofing on principle of hoop-clamping for whole building without earthquake proof | |
CN207919906U (en) | A kind of construction rebar connector | |
RU2015143846A (en) | METHOD FOR MANUFACTURING MONOLITHIC REINFORCED CONCRETE BEAMS OF OVERLAYS WITH ROUND EMPTYS, WITH USE OF NON-RECOVABLE CARTOON-POLYETHYLENE EMBARDS | |
CN106088600A (en) | Primary structure and secondary structure door opening lintel one-shot forming construction method | |
CN202577599U (en) | Anchor structure of tie bar | |
EP3158138A1 (en) | A joint between beam elements and column elements made of prefabricated reinforced concrete | |
CN205742548U (en) | A kind of pre-shear stud being embedded in concrete | |
CN105735487A (en) | Wall tied reinforcement component | |
CN108468388A (en) | A kind of built-in fitting and its construction method | |
CN204545249U (en) | A kind of carrier pile bending device for rebars | |
CN203796286U (en) | Landslide section tunnel defect processing structure | |
CN205742675U (en) | A kind of pipe arrangement steam-pressing aero-concrete floor | |
CN205558000U (en) | Evaporate and press aerated concrete gusset plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E902 | Notification of reason for refusal | ||
E902 | Notification of reason for refusal | ||
E601 | Decision to refuse application |