KR20090007260A - Anchor bolt body for steel form work support - Google Patents
Anchor bolt body for steel form work support Download PDFInfo
- Publication number
- KR20090007260A KR20090007260A KR1020080134015A KR20080134015A KR20090007260A KR 20090007260 A KR20090007260 A KR 20090007260A KR 1020080134015 A KR1020080134015 A KR 1020080134015A KR 20080134015 A KR20080134015 A KR 20080134015A KR 20090007260 A KR20090007260 A KR 20090007260A
- Authority
- KR
- South Korea
- Prior art keywords
- anchor bolt
- concrete
- formwork
- screw
- embedded
- Prior art date
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 title description 2
- 239000010959 steel Substances 0.000 title description 2
- 239000011120 plywood Substances 0.000 claims abstract description 35
- 238000000926 separation method Methods 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 239000002994 raw material Substances 0.000 abstract description 4
- 238000005520 cutting process Methods 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 description 9
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 7
- 229910052760 oxygen Inorganic materials 0.000 description 7
- 239000001301 oxygen Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 239000002699 waste material Substances 0.000 description 5
- 238000007664 blowing Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- QVGXLLKOCUKJST-NJFSPNSNSA-N oxygen-18 atom Chemical compound [18O] QVGXLLKOCUKJST-NJFSPNSNSA-N 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Abstract
The present invention relates to an anchor bolt body for supporting a plywood wall, and includes an embedded body embedded in concrete in which an anchor bolt body, which is installed to fix a horizontal support bar installed in the construction of the plywood support formwork from the ground, is disposed on the embedded body. Since it consists of a separator that separates from the landfill body after supporting the formwork and curing the poured concrete, it can be easily separated from the landfill body and reused after the concrete is placed. This is greatly improved and the raw material is greatly reduced and very economical, it is to provide a plywood supporting anchor bolt body that can be greatly improved workability and workability can be omitted because the cutting work on the protrusion of the anchor bolt.
To this end, the present invention, the bent portion 11 is embedded in the concrete is formed on one side and the screw connection portion 12 is formed to extend the bent portion 11 is embedded in the interior of the concrete to be poured Wow; A detachable part 22 having a screw groove part 21 formed therein so that the screw connection part 12 of the buried body 10 is inserted into the screw and connected to the inside of the buried body 10 and formed outside of the formable part 22 outside the formwork. Included is a separation member 20 consisting of a screw fastening portion 23 protruding to and a fastening nut 24 fastened to the screw fastening portion 23 to connect the screw fastening portion 23 to a formwork. Characterized in that made.
The detachable part 22 of the separator 20 connected to the screw connection part 12 of the buried body 10 is formed in a tapered shape inclined toward the front end side 22b from the rear end side 22a. It is done.
Description
The present invention relates to an anchor bolt body for supporting a plywood wall, and more particularly, comprises a buried body embedded in a concrete and a separator separated from the embedded body, and after pouring concrete into the plywood formwork, blowing out the anchor bolt with oxygen. The present invention relates to an anchor bolt body for supporting plywood, which can reduce waste materials by eliminating the separation from the landfill body and finish the work, and improve work efficiency by eliminating the removal of the anchor bolt.
In general, in the case of a multi-story high-rise building, the reinforcing bar is laid on the ground floor, then the concrete floor is constructed, and then the formwork is built vertically or horizontally on the floor, and the building is repeated while filling the concrete.
In addition, the casting of the wall is constructed in a manner called butt wall or plywood wall, but the butt wall refers to a method of forming a wall by installing the formwork in both sides of the excavated underground space and then placing concrete therebetween.
In addition, the plywood wall refers to a method in which one side is supported by an excavated underground space and the other side is supported by formwork, and concrete is poured therebetween to form a wall. The formwork is supported by a plywood support.
1 is a side view showing an embodiment of a conventional plywood support, as shown in the conventional plywood support is a vertical support bar (3) installed adjacent to the plywood (1) construction formwork (2) and A
At this time, the horizontal support bar (4) is fixed by the anchor bolt (6) embedded in the ground and the nut (7) coupled to the anchor bolt (6).
The conventional plywood support structure configured as described above is that the plywood is constructed by placing concrete on the
Further, the protruding end of the anchor bolt 6, which fixes the
However, in the case of the anchor bolt used in such a conventional plywood support, since the end is always projected to the outside of the concrete after the concrete is poured, there is a problem that the operation of cutting the end of the projecting anchor bolt is additionally generated, In order to cut and remove the protruding end of the anchor bolt, there is a problem that a worker lifts or pushes a heavy oxygen cylinder.
Furthermore, since the end of the protruding anchor bolt is cut off, the end of the cut anchor bolt is discarded as it is, which causes expensive raw materials to be discarded as it is, leading to waste of resources. In view of the shortage of raw materials, it is causing a very serious uneconomic problem.
Looking at the technology related to the conventional plywood support, the column member is coupled to one side portion of the plywood support that is registered Patent No. 10-0583774 and extending upward, the first connection bar is fixed to the upper end of the pillar member, and A length adjusting member connected to the first connecting bar and the teeth formed with the thread are interlocked with each other to adjust the length, and a second connecting bar connected to the length adjusting member at one end and the other end connected to the lower side of the plywood support. In the variable clamshell support, characterized in that the configuration, the reinforcement length adjusting member that can vary the length between the support wall and the first connecting bar is further installed.
As another example, a plywood support, which is registered Utility Model No. 20-0347348, has been devised, which is connected to a vertical support bar disposed adjacent to a formwork installed upright on a plywood construction site, and is connected to the vertical support bar at right angles to the ground. In the plywood support including a horizontal support bar is disposed, the inclined support bar is connected to the vertical support bar, the other end is connected to the horizontal support bar, paired with the vertical support bar and the horizontal support bar And a plurality of support brackets installed to face each other inclinedly, and protrusions or boss-shaped coupling members respectively provided on the inclined surfaces of the support brackets facing each other, respectively by fitting both ends of the inclined support bar to the coupling member. The inclined support bar is configured to be installed between the vertical support bar and the horizontal support bar.
Therefore, it is easy to assemble and dismantle, and it is quick, and it can be dismantled in compact size by separating the inclined support bar, so it is easy to carry and store, and the effect can be easily used by adjusting the length according to the height of the plywood wall. I look forward to it.
However, these prior art plywood supports have been developed with the focus on simplifying the overall configuration constituting the plywood supports and facilitating transport and storage, and thus, anchor bolts used for the plywood supports described above. As a matter of course, the problem of waste of the residue of the anchor bolt which is blown into the oxygen welder or the work of blowing the protrusion of the anchor bolt into the oxygen welder, as well as the problem of deterioration in workability, The problem caused by having to carry around the oxygen welding machine is not solved.
The present invention has been made to solve the problem of the anchor bolt used in the plywood support, and the anchor bolt is embedded in the interior of the concrete and connected to the buried body and fastened by screwing method, but after pouring concrete It is composed of a separator separated from the landfill body to enable solid support of the plywood support formwork, and to separate the landfill body from the separation body after curing of the poured concrete so that work on the protrusion of the anchor bolt can be omitted. It is an object of the present invention to provide an anchor bolt for plywood support that can greatly improve workability and workability and reduce waste of resources.
As a means for achieving the above object is an anchor bolt body for supporting the plywood wall of the present invention, the bent portion embedded in the concrete is formed on one side and the buried body is embedded in the interior of the concrete is formed by threaded connection extending to the bent portion; ; Attaching and detaching portion formed with a screw groove in the inner portion so that the screw connection portion of the buried body is inserted into the screw connected to the inside, the screw fastening portion formed to the outside of the removable portion protruding out of the formwork, and the screw fastening portion is connected to the form It is made to include a separator consisting of a fastening nut fastened to the screw fastening portion.
The detachable part connected to the screw connection part of the buried body may be formed in a tapered shape that is inclined so as to go from the rear end side to the front end side.
The present invention is an anchor bolt body for supporting the wall, the buried body is embedded in the concrete on which the anchor bolt body is installed to fix the horizontal support bar installed in the construction of the wall support formwork from the ground, and the formwork connected to the formwork After curing the concrete, it is composed of a separator that is separated from the landfill body, and after the concrete is placed, it can be easily separated from the landfill body and reused. And the raw material is greatly reduced and very economical, cutting work on the projecting portion of the anchor bolt can be omitted, workability and workability can be greatly improved.
Hereinafter, the configuration and operation of the present invention will be described in more detail with reference to the accompanying drawings. In describing the present invention, the term or word used in the present specification and claims is based on the principle that the inventor can appropriately define the concept of the term in order to best describe the invention of his or her own. It should be interpreted as meanings and concepts corresponding to the technical idea of
Figure 2 is an exploded perspective view showing the configuration of the anchoring bolt anchoring body of the present invention, Figure 3 is a block diagram showing a combined state of the anchoring bolt anchoring body of the present invention, Figure 4 is the anchoring bolt for anchoring wall support of the present invention. It is a block diagram which shows the separated state of the sieve, FIG. 5 is an enlarged view which shows the principal part of the anchor bolt body for supporting wall materials of this invention.
As shown in the present invention, the plywood support anchor bolt body of the present invention includes a vertical support bar installed adjacent to the plywood construction formwork, a horizontal support bar perpendicularly connected to the lower end of the vertical support bar, and horizontally connected to the vertical support bar, and the vertical support bar and the horizontal support bar. In installing a plywood support consisting of an inclined support bar having both ends thereof connected to a bar, and an anchor bolt body embedded in the ground of the horizontal support bar to support a horizontal support bar, the anchor bolt body is embedded with the embedded
As the tightening / separating rotating
The
In addition, the
This is to separate the
When the anchor bolt body of the present invention constituted as described above is composed of a buried
In addition, since the
That is, since the
In addition, when curing of the poured concrete is completed by pouring concrete into the installed formwork, the formwork is removed. At this time, the
In addition, the
As the present invention, the anchor bolt for the wall support is capable of various modifications in addition to those shown and described, and all the embodiments to be modified are not included in the scope of the present invention without departing from the scope of the present invention.
1 is a configuration diagram showing an installation state of a conventional plywood support.
Figure 2 is an exploded perspective view showing the configuration of the anchor bolt body for supporting the wall according to the present invention.
Figure 3 is a block diagram showing a combined state of the anchoring bolt for anchor wall support of the present invention.
4 is a configuration diagram showing a separated state of the anchoring bolt anchoring body for the present invention.
5 is an enlarged view showing the main portion of the anchor bolt body for supporting the wall according to the present invention.
<Description of the code | symbol about the principal part of drawing>
10: embedded body 11: bent portion
12: screw connection
20: separating body 21: screw groove
22: removable part 23: screw tightening part
24: tightening nut 25: rotating part
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020080134015A KR20090007260A (en) | 2008-12-23 | 2008-12-23 | Anchor bolt body for steel form work support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020080134015A KR20090007260A (en) | 2008-12-23 | 2008-12-23 | Anchor bolt body for steel form work support |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20090007260A true KR20090007260A (en) | 2009-01-16 |
Family
ID=40488174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020080134015A KR20090007260A (en) | 2008-12-23 | 2008-12-23 | Anchor bolt body for steel form work support |
Country Status (1)
Country | Link |
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KR (1) | KR20090007260A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107201784A (en) * | 2017-07-21 | 2017-09-26 | 中冶建工集团有限公司 | The method for being embedded into the structure of Cast-in-place concrete beneficial to inner thread piece and forming built-in fitting |
KR102175671B1 (en) * | 2020-04-08 | 2020-11-06 | 배상훈 | The anchor bolt protective cover for the concrete structure |
CN112459485A (en) * | 2020-10-29 | 2021-03-09 | 中国一冶集团有限公司 | Circular concrete awl is fought inboard template reinforcing support frame device |
-
2008
- 2008-12-23 KR KR1020080134015A patent/KR20090007260A/en not_active Application Discontinuation
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107201784A (en) * | 2017-07-21 | 2017-09-26 | 中冶建工集团有限公司 | The method for being embedded into the structure of Cast-in-place concrete beneficial to inner thread piece and forming built-in fitting |
KR102175671B1 (en) * | 2020-04-08 | 2020-11-06 | 배상훈 | The anchor bolt protective cover for the concrete structure |
CN112459485A (en) * | 2020-10-29 | 2021-03-09 | 中国一冶集团有限公司 | Circular concrete awl is fought inboard template reinforcing support frame device |
CN112459485B (en) * | 2020-10-29 | 2022-01-25 | 中国一冶集团有限公司 | Circular concrete awl is fought inboard template reinforcing support frame device |
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