KR101726779B1 - Fastening Device for Preventing the Buoyancy of Hollow Body for Hollow Slab - Google Patents
Fastening Device for Preventing the Buoyancy of Hollow Body for Hollow Slab Download PDFInfo
- Publication number
- KR101726779B1 KR101726779B1 KR1020150181069A KR20150181069A KR101726779B1 KR 101726779 B1 KR101726779 B1 KR 101726779B1 KR 1020150181069 A KR1020150181069 A KR 1020150181069A KR 20150181069 A KR20150181069 A KR 20150181069A KR 101726779 B1 KR101726779 B1 KR 101726779B1
- Authority
- KR
- South Korea
- Prior art keywords
- socket
- hollow body
- hollow
- reinforcing bar
- buoyancy
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 49
- 238000009415 formwork Methods 0.000 claims abstract description 16
- 230000008878 coupling Effects 0.000 claims description 8
- 238000010168 coupling process Methods 0.000 claims description 8
- 238000005859 coupling reaction Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 239000011229 interlayer Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 239000010410 layer Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 230000002265 prevention Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003466 welding 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
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
-
- E04B1/40—
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B1/8404—Sound-absorbing elements block-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- 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
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Acoustics & Sound (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention relates to an apparatus for preventing buoyancy of a hollow body for a hollow slab, wherein the hollow slab structure is fixed to a formwork, a lower reinforcing bar and a formwork horizontally installed on a formwork, and a lower reinforcing bar is inserted A socket formed with slits in four directions, and a hollow body connected to the socket to prevent noise due to the formation of hollows in the interior thereof and to prevent movement due to buoyancy. Therefore, it is possible to prevent the hollow body from being lifted by the buoyancy due to the socket by fixing the socket and the hollow body to each other. Also, since the reinforcing bars are inserted and fixed in the inside of the socket, it is possible to control the spacing and position of the reinforcing bars on the formwork.
Description
The present invention relates to an apparatus for preventing buoyancy of a hollow body for a hollow slab, and more particularly, to a buoyancy prevention apparatus for a hollow body for a hollow slab capable of preventing a buoyancy phenomenon of a hollow body, .
The wall structure of the apartment house is superior to the floor impact, workability and economical efficiency, but is relatively disadvantageous to the heavy impact sound due to the large influence by the vibration of the vertical member (wall). In addition, the laminated structure is advantageous for heavy impact sound because of reduction of vibration caused by reduction of vertical members and flexural rigidity of beams, but it is often disadvantageous to increase of floor height, workability and economy. In addition, the flat plate structure is advantageous for the reduction of floor height, variability and long span. However, since the details of the structure for securing the vibration performance due to long span, the weight of the bottom plate and the shearing performance are complicated, Is rather disadvantageous.
In recent years, various methods have been put into practice to increase the strength of the building by increasing the thickness of the slab to increase the height of the building or to secure a spacious living room, or to hollow the inside of the slab in order to improve the weight and sound insulation performance .
This hollow core slab has a hollow structure or a lightweight structure embedded in the center of the hollow slab, which reduces the weight of the panel and reduces the weight of the slab and has a relatively excellent sectional performance. Such a hollow slab has a long span The advantages of the flatslab are advantageous for reducing the interlayer noise.
Generally, a hollow slab is installed at a site in the form of a slab formwork, the formwork is supported by a supporting member such as a horseshoe, a slab bottom reinforcing bar and a lower wire mesh are disposed on the slab formwork, a hollow body is placed on the lower wire mesh, The upper wire mesh and the upper reinforcement are placed on the sieve, and then the slab concrete is installed.
However, in the case of the hollow slab, the buoyant force of the hollow body to float over the surface of the concrete acts strongly due to the difference in density between the hollow body and the concrete at the time of pouring concrete, and the hollow slab is liable to be defective due to such buoyancy .
Accordingly, in the construction of the conventional hollow slab, a hole is formed in the slab formwork at the site to fix the lower wire mesh to the slab formwork, and the upper wire mesh and the lower wire mesh are fixed by bonding wires in the field, There is a problem that much time and effort are required for the fixing work for preventing buoyancy of the hollow body.
In addition, there is a method of fixing a hollow body by using an anchor. In this method, since the connecting body is required to be installed for each hollow body, there is a problem that the workability is lowered.
And the buoyancy prevention device using the deck plate and the Half PC slab are practically difficult to apply to domestic wet apartments.
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and it is an object of the present invention to prevent a hollow body from being lifted due to buoyancy by a socket by connecting and fixing a die and a hollow body. It is also an object of the present invention to provide a buoyancy prevention device for a hollow body for a hollow slab capable of adjusting the spacing and fixing the position of a reinforcing bar on a form by inserting and fixing the reinforcing bars in the socket.
According to another aspect of the present invention, there is provided an apparatus for preventing buoyancy of a hollow body for a hollow slab, A lower reinforcing bar horizontally installed on the formwork; A socket fixed to the die and having slits in which the lower reinforcing bars are inserted so that the lower reinforcing bars intersect with each other in four directions; And a hollow body that is connected to the socket to prevent noise from being generated due to hollows formed inside and prevent buoyancy from moving.
In embodiments of the present invention, the socket may further include fixing means protruding from the die to fix the die, the socket being coupled to the socket, wherein the socket has a connection groove through which the fixing means is inserted, And is coupled with the fixing means.
In the embodiments of the present invention, a plurality of sockets are arranged on the form depending on the position and the interval at which the lower reinforcing bars are installed, thereby performing a space maintaining function.
In the embodiments of the present invention, the hollow body is formed with a coupling groove for fitting the socket into the hollow body from the lower end face thereof while being inserted into the hollow body.
In the embodiments of the present invention, the connector may further include connecting means formed on the lower end surface of the hollow body and having a fastener for slidingly fitting the outer surface of the socket into the socket.
According to another aspect of the present invention, there is provided an apparatus for preventing buoyancy of a hollow body, which comprises a die, a lower reinforcing bar provided horizontally on the die, and a hollow body having a hollow inside to suppress interlayer noise, Wherein the slit is formed in four directions in which the lower reinforcing bar is inserted so that the lower reinforcing bar intersects the inside of the mold, and the hollow body is connected and fixed by the bucket so that the hollow body is moved by buoyancy And a socket for preventing an electric shock.
According to the buoyancy prevention device for a hollow body for a hollow slab as described above, the following effects can be obtained.
First, according to the present invention, it is possible to prevent the hollow body from being lifted due to buoyancy by the socket by fixing the socket and the hollow body to each other.
Secondly, according to the present invention, the reinforcing bars are inserted and fixed in the sockets, so that the spacing and position fixing of the reinforcing bars on the formwork can be performed.
Third, the present invention is characterized in that the reinforcing bars are inserted and fixed at the inner surface of the socket and are fastened to the hollow body at the outer surface of the socket, so that the ease and efficiency of fastening are high, Cost and time can be significantly reduced.
1 is a view for explaining an anti-buoyancy device for a hollow body for a hollow slab according to embodiments of the present invention;
FIGS. 2A and 2B are views for explaining an operation in which the socket shown in FIG. 1 is fixed to a mold
3 is a view for explaining a state in which a reinforcing bar is inserted and fixed to the socket shown in Fig.
4 is a view for explaining an embodiment in which the socket and the hollow body shown in Fig. 1 are combined;
BRIEF DESCRIPTION OF THE DRAWINGS The above and other features and advantages of the present invention will become more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG. The present invention is capable of various modifications and various forms, and specific embodiments are illustrated in the drawings and described in detail in the text. It is to be understood, however, that the invention is not intended to be limited to the particular forms disclosed, but on the contrary, is intended to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention. Like reference numerals are used for like elements in describing each drawing. In the accompanying drawings, the dimensions of the structures are enlarged to illustrate the present invention, and are actually shown in a smaller scale than the actual dimensions in order to understand the schematic structure.
Also, the terms first and second, etc. may be used to describe various components, but the components should not be limited by the terms. The terms are used only for the purpose of distinguishing one component from another. For example, without departing from the scope of the present invention, the first component may be referred to as a second component, and similarly, the second component may also be referred to as a first component. On the other hand, unless otherwise defined, all terms used herein, including technical or scientific terms, have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. Terms such as those defined in commonly used dictionaries are to be interpreted as having a meaning consistent with the contextual meaning of the related art and are to be interpreted as either ideal or overly formal in the sense of the present application Do not.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view for explaining a buoyancy preventing device for a hollow body for a hollow slab according to an embodiment of the present invention. FIGS. 2A and 2B are views for explaining an operation of fixing the socket shown in FIG. These are the drawings. FIG. 3 is a view for explaining a state in which a reinforcing bar is inserted and fixed to the socket shown in FIG. 1. FIG. 4 is a view for explaining an embodiment in which the socket shown in FIG. 1 and the hollow body are coupled.
1 to 4, an apparatus for preventing buoyancy of a hollow body for a hollow slab according to embodiments of the present invention includes a
Recently, a hollow slab technique used in floor finishing materials has a lower reinforcing bar (lower wire mesh) in an upper region of a form, and a hollow body between a lower reinforcing bar (lower wire mesh) and an upper reinforcing bar (upper wire mesh). If the slab concrete is placed in the above general hollow slab structure, the hollow body may float due to the buoyancy, resulting in an undesirable result of the floor finish.
According to embodiments of the present invention for solving this problem, the buoyancy prevention device for a hollow body for a hollow slab is fixed on a formwork (1) through a fixing means (300). At this time, the
The
The
BRIEF DESCRIPTION OF THE DRAWINGS The above and other objects, features and advantages of the present invention will be more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which: FIG.
The
In another embodiment of the present invention, the buoyancy preventing device for a hollow body may further include connecting
In yet another embodiment of the present invention, the
In addition, at least one unit of the
The
In addition, the
Further, the
The fixing means 300 according to the embodiments of the present invention includes a
In the embodiments of the present invention, since the fixing means 300 protrudes upward and the
As described above, the fixing means 300 is located in a specific area (position where the socket is to be fastened) of the
Therefore, since the
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the present invention as defined by the appended claims. And it is to be understood that such modified embodiments belong to the scope of protection of the present invention defined by the appended claims.
1: Form 10: Lower reinforcing bar
100: Hollow body 110: Lower unit
120: upper unit 130: cushioning material
140: fastening groove 150: connecting means
200: Socket 210: Socket body
220: connection groove 230: slit
240: Hook 300: Securing means
310: lower support portion 320: fastening portion
Claims (7)
A lower reinforcing bar horizontally installed on the formwork;
And a hollow body provided on an upper portion of the lower reinforcing bar and having a hollow inside to suppress interlayer noise,
And a socket fixed to the die and connecting the hollow body to the die to prevent the hollow body from moving due to buoyancy,
The socket
The slit having a shape that is open at the upper portion so that the lower reinforcing bar inserted at the upper portion intersects with the fixing means installed at the lower portion of the mold, And a hook is provided on an outer surface of the socket so that the hollow body surrounds the outer surface of the socket and is engaged with the socket.
The hollow body
And a cushioning layer made of a cushioning material for preventing noise between the upper and lower units is formed between the upper and lower cavities of the upper and lower units, And a fastening means having a shape corresponding to a hook of the hollow slab.
Wherein a plurality of the sockets are arranged on the form according to a position and an interval at which the lower reinforcing bar is installed, thereby performing a spacing maintaining function of the hollow slab.
Wherein the hollow body is formed with a coupling groove for fitting the socket while the socket is drawn inwardly from the lower end face of the hollow body.
Further comprising connecting means protruding from a lower end surface of the hollow body and having a fastening member for slidingly engaging with an outer side surface of the socket when the hollow body is inserted into the hollow body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150181069A KR101726779B1 (en) | 2015-12-17 | 2015-12-17 | Fastening Device for Preventing the Buoyancy of Hollow Body for Hollow Slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150181069A KR101726779B1 (en) | 2015-12-17 | 2015-12-17 | Fastening Device for Preventing the Buoyancy of Hollow Body for Hollow Slab |
Publications (1)
Publication Number | Publication Date |
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KR101726779B1 true KR101726779B1 (en) | 2017-04-26 |
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Application Number | Title | Priority Date | Filing Date |
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KR1020150181069A KR101726779B1 (en) | 2015-12-17 | 2015-12-17 | Fastening Device for Preventing the Buoyancy of Hollow Body for Hollow Slab |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109025020A (en) * | 2018-07-02 | 2018-12-18 | 谈拥军 | A kind of cast-in-situ hollow building roof composite core formwork convenient for assembling |
CN109518862A (en) * | 2018-12-20 | 2019-03-26 | 筑梦高科建筑有限公司 | A kind of anti-floating template mechanism of semi-solid-state shaping |
CN111058561A (en) * | 2019-12-06 | 2020-04-24 | 山西四建集团有限公司 | Construction method for thin-wall square box rib-free accurate positioning hollow floor |
KR20210026765A (en) * | 2019-09-02 | 2021-03-10 | 주식회사 지음피씨이 | Precast concrete hollow core slab |
CN114150805A (en) * | 2021-11-11 | 2022-03-08 | 广州泷澄绿能工程科技有限公司 | Cast-in-place hollow floor inner mould box and construction method thereof |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004324067A (en) * | 2003-04-22 | 2004-11-18 | Penta Ocean Constr Co Ltd | Anchor for board, and binding implement and spacer for hollow slab, using the same |
JP4131936B2 (en) * | 2003-03-04 | 2008-08-13 | 株式会社熊谷組 | Assembly and method for holding a block on a slab formwork |
-
2015
- 2015-12-17 KR KR1020150181069A patent/KR101726779B1/en active IP Right Grant
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4131936B2 (en) * | 2003-03-04 | 2008-08-13 | 株式会社熊谷組 | Assembly and method for holding a block on a slab formwork |
JP2004324067A (en) * | 2003-04-22 | 2004-11-18 | Penta Ocean Constr Co Ltd | Anchor for board, and binding implement and spacer for hollow slab, using the same |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109025020A (en) * | 2018-07-02 | 2018-12-18 | 谈拥军 | A kind of cast-in-situ hollow building roof composite core formwork convenient for assembling |
CN109518862A (en) * | 2018-12-20 | 2019-03-26 | 筑梦高科建筑有限公司 | A kind of anti-floating template mechanism of semi-solid-state shaping |
CN109518862B (en) * | 2018-12-20 | 2020-12-15 | 广东博智林机器人有限公司 | Semi-solid forming anti-floating template mechanism |
KR20210026765A (en) * | 2019-09-02 | 2021-03-10 | 주식회사 지음피씨이 | Precast concrete hollow core slab |
KR102273949B1 (en) * | 2019-09-02 | 2021-07-22 | 주식회사 지음피씨이 | Precast concrete hollow core slab |
CN111058561A (en) * | 2019-12-06 | 2020-04-24 | 山西四建集团有限公司 | Construction method for thin-wall square box rib-free accurate positioning hollow floor |
CN114150805A (en) * | 2021-11-11 | 2022-03-08 | 广州泷澄绿能工程科技有限公司 | Cast-in-place hollow floor inner mould box and construction method thereof |
CN114150805B (en) * | 2021-11-11 | 2024-01-12 | 广州泷澄绿能工程科技有限公司 | Cast-in-situ hollow floor slab inner mold box and construction method thereof |
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