KR20150039952A - Distance maintenance implement for concrete form - Google Patents

Distance maintenance implement for concrete form Download PDF

Info

Publication number
KR20150039952A
KR20150039952A KR20130118386A KR20130118386A KR20150039952A KR 20150039952 A KR20150039952 A KR 20150039952A KR 20130118386 A KR20130118386 A KR 20130118386A KR 20130118386 A KR20130118386 A KR 20130118386A KR 20150039952 A KR20150039952 A KR 20150039952A
Authority
KR
South Korea
Prior art keywords
panel
bolt
body bolt
slit
wedge member
Prior art date
Application number
KR20130118386A
Other languages
Korean (ko)
Inventor
박건희
Original Assignee
박건희
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 박건희 filed Critical 박건희
Priority to KR20130118386A priority Critical patent/KR20150039952A/en
Publication of KR20150039952A publication Critical patent/KR20150039952A/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties

Abstract

The present invention relates to a spacing device for a formwork assembly and, more specifically, to a device for spacing a pair of formwork panels for forming a space to be poured with concrete, comprising: a sepa bolt buried in a space to be poured with concrete; a main body bolt which is joined to the sepa bolt and has an exposing part protruding towards the outside of the panels to be fixated to and supported in a joist; and a wedge member to fixate the main body bolt to the joist through the slit groove of the joist and the slit hole of the exposing part. Therefore, the installation of the spacing device for a formwork assembly is completed by inserting it into the panels and striking and inserting the wedge member to it, thereby facilitating installation and improving workability. In addition to this, the spacing device for a formwork assembly has a simple structure, thereby facilitating production, reducing a production cost, and improving productivity.

Description

[0001] DISTANCE MAINTENANCE IMPLEMENT FOR CONCRETE FORM [0002]

The present invention relates to a spacing device for a formwork assembly,

More particularly, the present invention relates to an apparatus for maintaining spacing of a pair of form panels forming a space in which a concrete is placed, the apparatus comprising: a seperatel bolt embedded in a pouring space; and a protrusion protruding outwardly from the panel, And a wedge member penetrating through the slit hole of the projecting portion and fixing the projecting member to the gable material, thereby introducing the gap maintaining device for the molding assembly, By inserting the device into the panel and hitting the wedge member, the installation is completed, the installation work is easy and simple, the workability is improved, and the configuration of the gap holding device is simplified, so that it is easy to manufacture, .

Generally, when building and civil engineering structures are constructed, walls are formed by injecting concrete into a concrete injection space and curing it.

Such a mold requires a spacing device that maintains a gap between the pair of panels constantly until curing is completed. The molds are of the form of plywood, aluminum panels or steel molds A variety of spacing devices have been introduced.

Such a mold requires a spacing device that keeps a gap between the pair of panels constant until the curing is completed. The form is a form of plywood or an aluminum panel or a steel steel foam (gum) or a euro foam Depending on the type of formwork, various spacing devices are being introduced.

Conventional spacing devices can be represented by two types according to the type of the formwork panel to be used. Firstly, a gap keeping device used in a formwork assembly which is used by assembling a large number of small- 1a, a coupling hole is formed at both ends of the mold panel, and the pair of mold panels is coupled through the pair of mold panels so that the coupling hole is exposed to the outside of the mold panel, so that a separate coupling pin or the like is inserted into the coupling hole, Respectively.

That is, in the mold assembly having the gap maintaining device 3 according to the prior art 1, when the projecting portion of the gap maintaining device is inserted into the joint portion between the panel frames 2 of the Eurofoam panels 1, 3a to fix the gap holding device at the same time as the form panel is engaged.

After the curing of concrete is completed, the fixing pin is removed, the fixing member is separated, and the form panel is disassembled to complete the concrete structure.

In this case, in the conventional space maintaining apparatus, since the exposed portion formed with the coupling hole protrudes outside the concrete wall, it is necessary to cut all the protruded portions, so that the construction time is increased and the workability is deteriorated.

In order to secure a firm bonding force, the conventional spacer is usually made of a metal material such as steel.

In a wall exposed to the outside of a concrete structure, rainwater or the like penetrates through the gap of the cut-off bolts, and there is a problem of rusting.

Another conventional technique, as shown in Fig. 1B, is a gap maintaining device 6 (hereinafter referred to as " Prior Art 2 ") used in a gantry made of a large foam.

The gang foam is a large-scale foam, and has a gluing material 8 horizontally joined to the outside of the gangue panel 7 and a yoke 9 vertically coupled to the gluing material 7, Is installed through the gusset panel 7 through a space between the yoke members 9 and a body bolt 6A which is held in contact with the yoke member and is exposed to the outside is screwed.

In order to fix the gap holding device according to the conventional art 2 to the form panel, a fixing member such as a nut is coupled to the end of the body bolt, and the form bolt is fastened to the form panel through press-

There is a limit that the workability is reduced and the construction time is increased accompanied with the necessity of the worker to unite and separate the nuts and the like when the form panel is installed and disassembled.

When the gantry panel 7 is used, the large-sized form panel is integrally manufactured and put into the construction site. However, the gantry panel 7 is difficult to be transported when the gantry panel 7 is loaded, the transportation cost is excessively generated, There is a problem that the size does not match.

As a conventional technique related to such a gap keeping apparatus, there is disclosed in Korean Registration Practice No. 20-0367569 (November 2, 2004, hereinafter referred to as "Prior Art 3") a "die fixation apparatus".

The conventional art 3 includes a support body having a guide hole formed in a vertical direction and having a first through hole penetrating the guide hole, and an insertion hole having a diameter different from that of the support body, A body bolt formed with a cone nut at the front end and a head portion and an insertion groove formed at a rear end of the body bolt and inserted through the insertion hole of the first through hole and the fixing plate of the supporting body; An automatic backward means for automatically backing up when the fixing is released, and a fixing means for fixing the supporting body to the supporting bar of the gang-

The worker moves the main body bolt from the outer wall side by advancing the main body bolt from the inner wall side, thereby shortening the work process and reducing the risk of the outer wall work.

However, the prior art 3 has a problem that the structure of the fixing device is complicated,

In addition, since the fixing device is complicatedly configured, it takes much time to fix the formwork, and the operation is also complicated, requiring a skill of the operator, resulting in a problem of poor work efficiency.

Accordingly, the present invention has been made to solve the above-mentioned problems,

By joining the septa bolts to the long seam which is welded to the panel frame provided at both end portions of the panel, it is possible to take advantage of the advantages of the pin securing method of the prior art 1 and the advantages of the bolt joining method of the prior art 2, And it is an object of the present invention to provide a mold assembly capable of enhancing the convenience of operation and shortening the construction period when installing and dismounting a large-sized foam.

In addition, the present invention improves the workability and ease of installation and disassembly of the gap keeping device, and also simplifies the structure of the gap keeping device, so that the panel and the outside can be easily manufactured, And the spacing maintaining device is inserted into the projecting part on the outer side of the panel and the wedge member on the long side of the panel, thereby completing the installation of the space maintaining device.

In order to easily engage and disengage the septa bolt and the protruding member constituting the gap retaining device, the protruding member is inserted into the outer end of the protruding member through the tool, And a nut portion for rotating the die assembly.

The present invention further relates to a method for manufacturing a mold assembly, comprising a protruding portion that can be hit by a user at an outer end of the nut portion to easily insert or separate the protruding member into the support hole of the long reinforcement member or the through hole of the panel, And to provide a holding device.

In order to prevent loss of the bolts of the main body during the operation of releasing the main bolt before fixing the gap holding device or after completing the curing of the concrete and to ensure a fast working speed, And a gap holding device that is easy to tighten and separate so that the wedge member can be coupled to the slit hole of the exposed portion and the wedge member when the wedge member is exposed.

In order to accomplish the above object, a gap holding device for a mold assembly according to the present invention includes:

An apparatus for maintaining spacing of a pair of form panels forming a space in which concrete is laid,

A septic bolt positioned at the pouring space and having a threaded portion at both ends thereof;

A protruding member which is connected to the corresponding threaded portion and protrudes outwardly from the panel and includes a protrusion fixed to the girder of the panel; And

And a wedge member passing through a slit groove provided in the tongue-and-groove and a slit hole formed in the projection to fix the projecting member to the tongue-and-groove material.

Further, in the space holding device for a mold assembly according to the present invention, the protruding member is provided with a nut portion formed at the outer end of the protruding portion so that a user can use the tool to rotate the protruding member.

In the gap holding device for a mold assembly according to the present invention, the protruding member is provided with a projection formed at an outer end of the nut portion so that a user can hit the tool with the tool.

Further, in the die assembly having the gap holding device which is easy to fasten and separate according to the present invention, when the main body bolt is separated from the seperate bolt,

And the wedge member is coupled to the slit hole and the slit hole in a state in which the corresponding threaded portion is exposed to the outside of the long tapered portion.

The spacing device for a formwork assembly according to the present invention is completed by installing the spacing device only by inserting the wedge member into the slit hole of the projecting portion of the spacer and the slit groove of the spacer, The workability can be improved easily and easily,

Further, since the structure of the gap keeping device is simplified, it is possible to reduce the manufacturing easiness, the manufacturing cost, and the productivity,

Since the wedge member can be used as a wedge pin that can be used in a typical construction site, it is very versatile.

Further, the gap holding device for a formwork assembly according to the present invention comprises a septa bolt embedded in concrete and a gap holding device composed of a projecting member screwed with the septa bolt and engaged with the wedge member, The user can easily rotate the projecting member with the tool by using the nut portion, so that the joining and separating of the projecting bolt and the projecting member can be performed very easily.

Further, in the gap holding device for a mold assembly according to the present invention, a protruding striking part is introduced into an outer end of the nut part so that the user can strike the protruding striking part with a tool such as a hammer. Therefore, And it is possible to prevent the nut portion from being damaged because only the protruding striking portion is struck by the tool.

Further, since the space holding device for a mold assembly according to the present invention can store the wedge member in a state in which the wedge member is coupled to the slit groove and the slit hole in a state where the protrusion member is invertedly inserted into the wedge member, the protrusion member can be prevented from being lost, It is not necessary to separately store the projecting member in the transportation operation of the panel, which is very convenient.

BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a plan view of a mold assembly having a conventional spacing device.
2 is a perspective view of a plan view and a spacing maintenance device of a form assembly with a spacing device according to the present invention;
3 and 4 are a perspective view and an exploded perspective view of a mold assembly having a cavity holding device according to the present invention;
5 is a cross-sectional view of a form assembly with a spacing device according to the present invention;
6 is a view for explaining an application example of the gap keeping device according to the present invention.

While the present invention has been described in connection with certain embodiments, it is obvious that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the invention. 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.

In the drawings, the same reference numerals are used for the same reference numerals, and in particular, the numerals of the tens and the digits of the digits, the digits of the tens, the digits of the digits and the alphabets are the same, Members referred to by reference numerals can be identified as members corresponding to these standards.

In the drawings, the components are expressed by exaggeratingly larger (or thicker) or smaller (or thinner) in size or thickness in consideration of the convenience of understanding, etc. However, It should not be.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. The singular expressions include plural expressions unless the context clearly dictates otherwise.

 In the present application, the term " comprising " or " consisting of ", or the like, refers to the presence of a feature, a number, a step, an operation, an element, a component, But do not preclude the presence or addition of one or more other features, integers, steps, operations, components, parts, or combinations thereof.

Unless defined otherwise, 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.

It is to be understood that the first to second aspects described in the present specification are merely referred to in order to distinguish between different components and are not limited to the order in which they are manufactured, It may not match.

In describing the space holding device for a formwork assembly according to the present invention, when an unstructured rough direction reference is specified with reference to FIG. 3 for convenience, the direction in which gravity acts is set as a downward direction, .

2 to 5, the direction in which the wall of the concrete structure constructed by the form panel is formed, that is, the space in which the concrete is pushed is set inward, and the opposite direction is defined outside. And unless otherwise specified in the claims, specify directions in accordance with this standard.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a spacing device for a mold assembly according to the present invention will be described with reference to the accompanying drawings.

As shown in FIGS. 2 to 5, the gap holding device 30, which is easy to fasten and separate according to the present invention,

An apparatus for maintaining a space between a pair of form panels (10) forming a space (S) in which concrete is placed,

A seperatel bolt 31 located in the installation space S and having a screw portion 31a at both ends thereof;

An exposed portion 34 which is connected to the corresponding thread portion 33 and is protruded to the outside of the formwork panel 10 and is fixed to the joist 20 of the panel 10, (32); And

A wedge member 38 for fixing the main body bolt 32 to the main thread member 20 through a slit hole 22 provided in the main thread member 20 and a slit hole 35 provided in the exposed portion 34, ). ≪ / RTI >

2 and 3, the form panel 10 is for forming a structure such as a wall, and typically, a pair of form panels 10 are spaced apart from each other, To prevent mutual expansion or deformation of the form panels 10 due to lateral pressure generated when the concrete is cured.

The form panel 10 includes a board 11 on which concrete is interposed and a panel frame 12 connected to the board 11 by bending outward on both sides of the board 11,

The hollow member 11 is formed with a through hole 11A through which the gap holding device 30 can be inserted or joined.

The board member 11 and the panel frame 12 may be integrally formed using an aluminum material or the like in order to attain light weight effect and durability at the same time,

Or a synthetic resin in which a foaming agent is mixed on the center portion to form micro pores, thereby ensuring a lightening effect. In addition, the foamed material is molded into a synthetic resin having no or little mixing of the foaming agent, A method in which the material is molded so as to have a predetermined elastic force can be considered.

The board member 11 and the panel frame 12 are integrally formed by a molding method such as extrusion and injection for the purpose of reducing manufacturing cost and are basically suitable for use as a molding panel in a synthetic resin such as foamed urethane In order to ensure the strength, the physical properties can be specified by mixing various additives such as a hardener.

As shown in FIG. 2, the panel frame 12 is used to couple the formwork panel 10 with the general panel 1,

The panel frame 12 is formed with two contact portions, i.e., an outer projection portion 13 and an inner projection portion 14, for fastening with ordinary panels 1,

And it is possible to prevent deformation due to concrete curing and to form a gap between the outer projecting portion 13 and the inner projecting portion 14 through engagement with the general panel 1 to thereby form a tool for disassembling or assembling For example, it is preferable to use a sucker foot drawing (so-called paruru) insertion.

The outer projecting portion 13 and the inner projecting portion 14 form a flat contact surface so as to be in close contact with the corresponding projecting portions 2a formed on the panel frame 2 of the general panel 1 to prevent the concrete from flowing out desirable.

3 and 4, a fastening hole 12A for fastening with other panels is provided in the panel frame 12 of the board member 11 along a vertical direction at predetermined intervals,

The form assembly can be fixed using a fastening pin (not shown) and a wedge pin (not shown) through the fastening hole 12A.

Also, when the side pressure is applied to the panels due to the generation of side pressure while the concrete is placed in the pouring space S formed by joining with the general panel 1, the joining of the panels may be deformed.

In order to prevent the above problems, the panel frame 12 of the present invention projects in the lateral direction from the outer projecting portion 13, as shown in an enlarged view of the lower side of FIG. 2, And an auxiliary protrusion 14 contacting the outer surface of the base 2a.

Since the auxiliary protrusion 14 is in contact with the corresponding protrusion of the general panel 1, frictional force is generated against the side pressure caused by concrete curing, thereby preventing deformation of the mold assembly.

As shown in the enlarged view of FIG. 2, the panel frame 12 is extended from the outer projecting portion 13 in the projecting direction of the panel frame 12 to open contact portions when the panels are disassembled, And a relieving protrusion 15 capable of relieving the receiving pressure is further provided.

That is, when disassembling the form assembly, the dissolving protrusion 15 is instantaneously pressed in one direction of the lateral direction of the board member 11 so that the frictional force acting on the contact surface between the outer protruding portion 13 and the corresponding protruding portion 2a is instantaneously The disassembling operation of the panel can be easily performed.

As described above, since the panel frame 12 can ensure a predetermined amount of elastic force, it is possible to eliminate the frictional force by pressing the dissolving protrusion 15.

Further, the expression of opening the contact portion encompasses the concept that the contact portion is finely dropped by momentary pressurization, so that the right of the present invention should not be excessively literally interpreted.

3 to 5, the main body bolt 32 is formed integrally with the corresponding threaded portion 33 and the exposed portion 34, and the exposed portion 34 is provided with a gap holding device And a slit hole 35 formed in the longitudinal direction so as to penetrate in a vertical direction and into which the wedge member 38 can be inserted. When the form assembly is installed, the corresponding threaded portion 33 is positioned in the installation space S After concrete pouring and curing, only the body bolt 32 including the corresponding thread portion 33 is separated from the concrete wall while being separated from the seperate bolt 31.

When the main body bolt 32 is removed, a hole corresponding to the space in which the corresponding screw portion 33 is embedded is formed in the concrete wall. Therefore, the screw portion 31a of the seperate bolt 31 is buried in the concrete wall, It is not necessary to remove the end portion of the septa bolt 31 projecting to the outside of the wall unlike the conventional spacing maintenance apparatus.

In addition, a separate stopper is inserted into the hole formed by separating the main body bolt 32 to be coupled to the threaded portion 31a of the seperate bolt 31, or the seperated bolt 31 is buried in the concrete with concrete or the like Rainwater or the like penetrates and the seep bolt 31 is rusted.

The threaded portion 31a of the septa bolt 31 is formed with a male screw thread and the corresponding threaded portion 33 of the body bolt 32 is formed on the inner wall surface with a female screw thread corresponding to the male screw thread, It is possible to assemble and separate the main body bolt 32 and the main body bolt 32, thereby making it possible to reuse the main body bolt 32.

The corresponding threaded portion 33 has a conical shape with a narrow width in the direction of engagement with the septic bolt 31,

It is preferable that the main bolt 32 is loosened and separated from the septa bolt 31 while the frictional force with the concrete is released.

Therefore, the present invention requires only the septa bolt 31 as a consumable material, and the configuration of another interval maintaining device can be reused, and therefore, it is highly available and versatile.

Next, as shown in FIG. 3 to FIG. 5, the nut portion 36 is introduced at the outer end of the exposed portion 34 so that the body bolt 32 can be easily fastened and separated.

The nut portion 36 is preferably made of a hexagonal nut like a conventional one by rotating the body bolt 32 by a tool such as a wrench or a wrench which is commonly used,

The tool to be used may be different depending on the characteristics of the construction site.

In the present invention, the protruding hitting portion 37 protruding in the form of a column is formed at the outer end of the nut portion 36. When the body bolt 32 is fastened and detached, the user pushes the protruding hitting portion 37 ).

The main body bolt 32 is inserted into the through hole 11A of the board member 11 and can be inserted into the through hole 11A by a side pressure or the like due to the concrete curing, 11A < / RTI > may not be collinearly located at the correct position,

By allowing the user to strike the protruding striking part 37, convenience of fastening and separating operation of the body bolt 32 can be achieved.

The nut portion 36 is not damaged or damaged even if the user hits the outer end portion of the main body bolt 32 due to the protruding striking portion 37.

3 and 4, the joist 20 is connected to both the board 11 and the panel frame 12, and a slit groove (not shown) through which the wedge member 38 can pass A pair of support plates 21 provided with a pair of guide plates 22,

And a connection plate 27 connecting the outer ends of the support plates 21 and having the support holes 27A.

The slit grooves 22 are formed in the same direction in the forming direction of the slit holes 35 of the gap holding device, that is, the longitudinal direction of the gap holding device, so that the wedge members pass through the slit grooves and are fastened to the slit grooves, The installation of the holding device is completed.

Therefore, when the wedge members are formed in the same direction as the longitudinal direction of the gap holding device, the slit grooves and the slit holes can effectively resist the side pressure generated in the longitudinal direction of the gap holding device, It is possible not only to prevent deformation, but also to more reliably prevent the form panel from being squeezed by side pressure.

The supporting plate 21 is formed on the outer side of the board member 11 in a horizontal direction and the supporting plates 21 are connected to the outside through a connecting plate 27, The exposed portions 34 of the connecting plate 27 are supported and fixed by the support holes 27A of the connecting plate 27 so that the intervals between the panels are maintained,

Like the yoke (not shown) provided in the general panel 1, has a function of securing a supporting force in the horizontal direction with respect to the formwork panel 10 and preventing the panel from being deformed by the side pressure .

As shown in the right side elevational view of FIG. 4, the long reinforcement member 20A of the present invention is formed by projecting from the inner side surface of the support plate 21 so as to reinforce the support force against the side pressure, The supporting body 24 may further be provided.

4, the reinforcing material 20B of the present invention may be provided with a reinforcing supporting wall 25 for interconnecting inner surfaces of the supporting plates 21,

When the reinforcing supporting wall 25 is provided, the reinforcing supporting wall 25 is provided with a through hole (not shown) through which the spacing maintaining device 30 according to the present invention can pass.

20A and 20B) may be integrally formed or a method in which the supporting plates 21 and the connecting plates 27 are manufactured separately and then assembled by welding or the like may be considered.

The gluing material 20 may be integrally formed with the form panel 10 by being welded to the form panel 10 and may be used in a state where the glued material 20 and the panel are separated from each other .

4, a tool insertion hole 23 is formed in the connection portion between the support plate 21 and the board member 11 so that the user can insert the tool. do.

The tool insertion hole 23 can be used for installing and dismounting the form panel 10 when the cabinets 20 and the form panel 10 are integrally formed.

The horizontal widths of the support members 21 and the connection plates 27 are equal to or slightly larger than the distances between the inner surfaces of the panel frames 12 of the form panels It is preferable to be coupled in a detent manner between the panel frames 12,

When the joist material 20 and the form panel 10 are used separately from each other, when the joist material 20 is joined or separated between the panel frames 12 of the form panel, the tool insert hole 23 is used You can work on it.

The tool insertion hole 23 may be formed by joining the joist 20 and then drilling the hole corresponding to the tool insertion hole 23 at the time of manufacturing the joist 20, 10). ≪ / RTI >

The tool insertion hole 23 can be used to disassemble the form panel 10 or the joist line 20 or all of them using the principle of leverage by inserting a disassembly tool or the like during disassembly work,

Furthermore, it has a function of securing a field of view so that the exposed portion 34 of the gap maintaining device 30 can be accurately inserted into the support hole 27A of the wiring material 20 during installation work.

Further, it is more preferable that the tool insertion hole 23 is provided on one or both of the upper and lower support plates to increase the workability.

4, the wedge member 38 is inserted through the slit groove 22 of the tongue-and-groove 20 and the slit hole 35 of the body bolt 32, 30 are fixed to the tongue-and-groove material 20, that is, the form panel 10, so that the space of the form panel 10 is maintained as well as the lateral pressure due to the concrete pouring and curing.

The wedge member 38 is preferably formed to be equal to or slightly smaller than the length of the slit hole 22 and the slit hole 35. The wedge member 38 is formed to have a slit groove 22 and a slit groove 22 so that the wedge members 38 are not separated from the slit grooves 22 and the slit holes 35 after the wedge members 38 are inserted.

The tail portion of the wedge member 38 is formed to have a tip end portion 38b so as to smoothly enter the slit groove 22 or the slit hole 35 for the first time.

The wedge member 38 may be separately manufactured and used in the formwork assembly of the present invention,

The wedge member 38 may be borrowed from a commonly used wedge pin commonly used in a construction site in order to reduce the manufacturing cost and ensure the versatility.

The wedge member 38 is struck to fix the gap holding device 30 while being fitted to the exposed portion 34 of the gap holding device 30 according to the present invention to secure the gap between the form panel 10 ) And the interval between them,

Since the wedge member 38 can be engaged and separated through the blow of the tool, the working time can be remarkably shortened as compared with the prior art.

Next, referring to Figs. 2 to 6, the installation and disassembly operation of the space holding device for a mold assembly according to the present invention will be described. For convenience of explanation, an example in which the joist material 20 is used in a state of being coupled to the formwork panel 10 will be described as an example.

The user first joins the form panel 10 and the general panel 1 through the fastening holes 12A and 2a of the panel frames 12 and 2 to produce a large foam that fits the width of the wall.

The form panel 10 and the general panel 1 can be arranged in a zigzag arrangement as well as being arranged in a line when the large foam is manufactured so that the coupling and supporting force between mutually contacting panels can be increased to effectively counter side pressure have.

In addition to using the form panel 10 and the general panel 1, it is also possible to connect the form panels 10 of the present invention to each other to form a large-sized foam. In this case, the panel frame 10 of the form panel 10 The dice panel 10 without the auxiliary protrusions 14 or with the auxiliary protrusions 14 removed therefrom will be utilized.

The manufactured large-size foam is installed at a predetermined spacing so that the plate members 11 are opposed to each other in the installation place, and a pouring space S is formed in the space therebetween,

The user passes the gap holding device 30 in a state in which the septa bolts 31 and the body bolts 32 are coupled through the through hole 11A of the board member 11 and the support hole 27A of the wire rope 20, .

At this time, if it is difficult to insert the space holding device 30 because the positions of the corresponding supporting holes 27A or the through holes 11A are not aligned with each other, So that it can be forcedly inserted.

The gap holding device according to the present invention is inserted into a form panel in a coupled state or inserted into a panel by inserting the other side of the bolt into the panel in a state where the bolt is coupled to one side of the inner panel and then inserting another bolt into the opposite panel To be combined with each other.

The exposed portion 34 of the main body bolt 32 is formed to have a length wider than the width of the connecting member 27 between the board member 11 and the wiring member 20, And the operation of separating the main body bolt 32 using the nut portion 36 to be described later is not restricted.

After the insertion of the gap maintaining device 30 is completed, the slit grooves 22 of the wire 20 and the slit holes 35 of the exposed portion 34 are aligned with each other, and then the wedge members 38 are inserted into the slit grooves 22, Is inserted into the slit hole (35) to complete the connection of the gap holding device (30) and the installation of the molding assembly.

When the curing is completed after the concrete is poured into the pouring space S, the nail portion 36 protruding outside the connecting plate 27 of the joist material 20 is inserted into the body bolt 32 using a tool, Only the seperate bolts 31 are separated from each other and the panels are disassembled to complete the construction of the wall.

At this time, it is impossible to manufacture a large-sized foam that can cover all the walls in the case of construction of a high-rise building,

Since the slab construction is performed simultaneously between the respective layers or after the wall construction is completed,

A large foam having a predetermined height (for example, a height of one layer) is manufactured to complete the wall, and then the main body bolt 32 is separated from the main body. Then, the large foam itself is disassembled from the wall and carried to a crane, It is preferable to be utilized in such a case.

The body bolt 32 can be reused as described above when installing the wall by using the installation and disassembly of the large foam itself. However, when the main body bolt 32 is separated from the body bolt 32, There is a possibility of loss of labor, waste of labor power due to transportation of the main body bolt 32, increase of working time, and the like.

6, when the main body bolt 32 is separated from the seperator bolt 31, the corresponding screw portion 33 is exposed to the outside of the connecting plate 27 of the long-term lead material 20 The wedge member 38 is held in the slit grooves 22 and the slit holes 35 in a state where the wedge member 38 is inserted into the slit holes 35, thereby solving the above problem.

In other words, since the body bolt 32 of the present invention is formed such that the length of the exposed portion 34 is equal to or longer than the width of the plate member 27 and the plate member 11, The exposed portion 34 is inserted into the support hole 27A of the connection plate 27 and the slit groove 22 is inserted into the support hole 27A in a direction opposite to the installation direction of the mold assembly, The wedge member 38 used in the state in which the slit hole 35 is aligned with the slit hole 35 is inserted into the slit groove 22 and the slit hole 35 so that only the body bolt 32 can be fixed there is,

It is not necessary to separately store or separate the body bolt 32 and the wedge member 38, which are separately formed at the time of carrying the large foam itself or each of the panels, thereby shortening the wall construction time and reducing labor.

While the present invention has been described with reference to the accompanying drawings, it is to be understood that the present invention is not limited to the described exemplary embodiments, but various modifications, alterations, and changes may be made by those skilled in the art. And substitutions are to be construed as falling within the scope of protection of the present invention.

S: Installation space
10: Formwork panel 11: Board member
11A: Through hole 12: Panel frame
13: outer protrusion 14: inner protrusion
15: auxiliary protrusion 16: relief protrusion
20: Jewelery material 21: Support plate
22: Slit groove 23: Tool insert hole
24: reinforcing support wall 25: reinforcing support wall
25A: through hole 27: connecting plate
27A: Support hole
30: space maintaining device 31: seperatel bolt
31a: threaded portion 32: body bolt
33: Corresponding thread portion 34: Exposed portion
35: Slit groove 36: Nut portion
37: protruding striking part 38: wedge member

Claims (4)

An apparatus for maintaining spacing of a pair of form panels forming a space in which concrete is laid,
A septic bolt positioned at the pouring space and having a threaded portion at both ends thereof;
A body bolt including a corresponding thread portion coupled to the threaded portion and an exposed portion connected to the corresponding threaded portion and protruding outwardly of the panel and being fixed to the girder of the panel; And
And a wedge member which penetrates a slit groove provided in the tongue-and-groove and a slit hole formed in the exposed portion and fixes the body bolt to the tongue-and-groove material.
The method according to claim 1,
The body bolt
And a nut portion formed at an outer end of the exposed portion so that the user can rotate the body bolt using the tool.
3. The method of claim 2,
The body bolt
And a protruding striking portion formed at an outer end of the nut portion so that a user can hit the tool with a tool.
4. The method according to any one of claims 1 to 3,
When the main body bolt is separated from the seperate bolt,
Wherein the wedge member is coupled to the slit hole and the slit hole in a state where the corresponding threaded portion protrudes outwardly from the longer side of the wedge member.
KR20130118386A 2013-10-04 2013-10-04 Distance maintenance implement for concrete form KR20150039952A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20130118386A KR20150039952A (en) 2013-10-04 2013-10-04 Distance maintenance implement for concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20130118386A KR20150039952A (en) 2013-10-04 2013-10-04 Distance maintenance implement for concrete form

Publications (1)

Publication Number Publication Date
KR20150039952A true KR20150039952A (en) 2015-04-14

Family

ID=53031518

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20130118386A KR20150039952A (en) 2013-10-04 2013-10-04 Distance maintenance implement for concrete form

Country Status (1)

Country Link
KR (1) KR20150039952A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230089465A (en) * 2021-12-13 2023-06-20 (주)블루코어 Fastening device for maintaining panel spacing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20230089465A (en) * 2021-12-13 2023-06-20 (주)블루코어 Fastening device for maintaining panel spacing

Similar Documents

Publication Publication Date Title
KR102129560B1 (en) Formwork panel for concreting formworks
KR101490808B1 (en) Prefabricated steel frame equipped with removable concrete form for composite member of steel and concrete
KR101406910B1 (en) Dismantlement Deck plate Spacer
KR101866078B1 (en) Jig device for a steel reinforcement
KR101860299B1 (en) Baseplate seperatable deckplate construction method
KR101064181B1 (en) The structure for connecting a cross member for slab form
KR20180047905A (en) Device for fixing concrete form for construction and method of manafacturing thereof
JP2012077471A (en) Joint structure of precast members and concrete precast members
KR20150039954A (en) Form panel equipped with distance maintenance implement for concrete
CN201756793U (en) Building templates capable of being assembled and combined through injection moulding
KR20150039952A (en) Distance maintenance implement for concrete form
KR20140058076A (en) Construction method for connecting new and old concrete
KR100737841B1 (en) Clamp for fixing a concrete form
KR100996578B1 (en) Concrete form support waler
KR100775676B1 (en) Plywood panel reinforcing joist, plywood panel reinfocing structure and closing method after dismantling of the plywood panel reinfocing structure
KR100626326B1 (en) concrete structure
KR20180025641A (en) Mold steel supporter
CN102312568A (en) Injection section combination building template
KR20110068459A (en) A mold coupler with outside mounting
WO2009066829A1 (en) Connector for pre-fabricating the reinforced bar and connecting method using the connector
KR200482779Y1 (en) Self-assembly reinforcing bar for concrete mold, and self-assembly concrete mold including this same
CN104481141B (en) Stand column and beam monoblock type concreting in site building template
KR101967786B1 (en) Upper and lower cage connecting structuer of gang form
KR102273072B1 (en) Wall mold construction method and the mold structure in which the construction property is improved
KR200381298Y1 (en) The joint for a mold

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application