KR100947410B1 - Tie of variable length - Google Patents

Abstract

Variable ties are used in civil engineering for the formation of walls with varying thicknesses made of insulating plates.

Three types of male and female ties, namely straight variable ties, 90 ° angle variable ties, 135 ° angle variable ties and T-shaped walls of various thicknesses for the various thickness walls. Cross ties are used.

Each tie is made of PP-Vestolen, and the variable tie is a carrier having a holder of insulation boarding and mounting distancing members. Or as a carrier of the plaster plate.

Fastening is achieved by a plurality of lateral teeth formed on the male tie neck and a side fixation element on the female tie, wherein the male tie neck The side part is formed with the dimension of the wall thickness.

The insulation lining and the tie lining are used to form a lightweight plate with ribs.

The tie lining is connected to the entire insulation lining, the tie lining is spaced apart for mounting in the rib of the plate carrier, the tie lining is fixed by an anchor in the plate, the The plaster plate is fixed to the tie lining.

Straight variable tie, 90 ° angle variable tie, 135 ° angle variable tie insulation lining, tie lining

Description

Tie of variable length} for building concrete walls

The present invention is a plurality of floors made of tie linings and insulating linings having strong bearing capacity, as well as constructing and forming walls having various thicknesses with insulating plates having strong bearing capacity without using traditional boarding. The present invention relates to a variable-length tie for installing a ceiling structure therebetween, and more particularly, to a variable-length tie that combines insulation and sound insulation of heat and sound insulation insulation ceilings by insulating plates and insulating linings.

The International Patent Classification (IPC) of the present invention is E04B, 1/49, 1/88, 5/18, 5/19, 103: 00 // E04B, C 2/38, 2/52 // E04G 17/065. .

In general, residential, residential and industrial concrete walls cannot be constructed without the use of boards made of wood panels or boards made of metal panels. This means laying the boards before the concrete is laid on the walls and dismantling the boards after the concrete is placed on the walls, which increases the cost of construction and the cost of work on the construction site, since cranes and other heavy equipment must be used. Caused it.

In addition, after concrete pouring of the wall, the wall must be insulated from the outside temperature, and the same operation as above is necessary so that cooling energy or heating energy is not wasted wastelessly even on the inner wall.

Such work is expensive and causes a delay in the construction period, for example, air, as well as a problem in performing and finishing the construction work on the object.

In other words, the work should use a variety of tools (drilling machine, pickamera, etc.), and the reinforced concrete plate should use a board or lining made of bricks.

In addition, increasing the thickness of very heavy plates will increase the weight of the brick lining.

And the purchase of all the materials, the transportation of these materials, the use of a variety of heavy equipment for construction requires a lot of construction costs, the construction period also takes a long time is uneconomical and inefficient.

Therefore, in the past, civil engineers have tried to find an easier and cheaper construction method, have been partially successful, and many solutions to the above problems have been proposed. It was to use a board of dimensions.

In some of these known solutions, a method of directly pouring concrete into styropore blocks has been attempted to control the thickness of the concrete wall by these styropore blocks. The transport to and from was complicated, and this building system is called the igloo system.

In addition, a connection method using a plurality of metal bars that can adjust a predetermined thickness by a screw has been attempted, and some civil engineers have a dispensing member for holding a board at a predicted distance. The use was also examined.

All these systems, however, had the problem of requiring additional labor in the construction of walls and dismantling of boards.

The first object of the present invention is to enable to form the shape of a variety of walls (wall) such as 90 ° angle wall, 135 ° angle wall, T-type wall, round wall. This is intended to enable the construction of concrete walls very easily, inexpensively and quickly with the desired thickness using various ties for connecting the insulation plates.

In the above, the insulating plate is not only a board (boarding) for firmly fixing the concrete wall, by using the tie lining and insulation lining, it is possible to build a reinforced concrete plate by a simple operation more quickly and easily.

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In addition, the present invention does not require boarding, much support, or much labor when constructing and constructing an object.

A second object of the present invention is to enable the use of variable ties and tie linings on the concrete walls and ceilings in the finishing step, the members comprising dispensing members and mounting carriers ( carrier).

The variable ties are also used in the construction and finishing of the targets, with the short connecting legs of the ties serving as carriers for the plaster plates to build the targets quickly, inexpensively and in good condition.

Another object of the present invention is to concretely up to the height of the first reinforced concrete plate by using the variable tie and the insulating plate at once, without using a board or a plurality of supports, the reinforced concrete rib plate by using the tie lining and insulation lining (reinforced concrete ribbed plate) in which the materials are all lightweight so that there is no need to use heavy equipment for transportation to the installation site, and the materials are used throughout the entire stage of construction and construction of the target.

Some of the other objects of the present invention may be provided from the following detailed description, and others may be provided through embodiments of the present invention.

Wall temporary ties of the present invention for achieving the above object has three types of linear variable, 90 ° variable angle, 135 ° variable angle type, cross tie (cross tie) for forming a variety of T-shaped concrete wall There is.

The straight variable tie is used to form different thicknesses of the straight concrete wall, the tie is divided into male and female, and the tie is very fast with the desired wall thickness depending on the design of the object. Can be installed easily.

The 90 ° variable angle tie is used to form a concrete wall having an angle of less than 90 °, which is divided into a tie mail and a female and can be easily installed on the required wall thickness according to the design of the object.

The 135-degree variable tie is used to form a concrete wall having an angle of less than 135 °, which is also divided into a mail and a female can be easily and quickly installed on the wall thickness according to the design of the target.

The cross ties are used for forming T-shaped walls having different thicknesses. The cross ties are used in combination with a 90 ° angle variable type mail tie and a straight variable type mail tie. Can meet all the requirements of

And it is possible to form a round concrete wall of different thickness by using a plurality of linearly variable tie, there is also an advantage that the molding material of the tie is lightweight.

The straight variable tie is installed with a horizontal gap of 25 cm and a vertical gap of 25 cm.

The 90-degree variable tie is installed every 25 cm in the vertical direction from the bottom of the object.

The 135-degree variable tie is installed every 25 cm in the vertical direction from the bottom of the object.

The variable cross ties installed on the round walls are installed along horizontal lines inside and outside the walls between the plurality of wood guides installed on the base of the object, and the spacing between the plurality of variable cross ties is determined by the width of the insulating wall. Depends.

The advantage of all these variable ties is that they can be securely fixed to the desired thickness, in particular achieved by a plurality of lateral teeth formed on the male tie and a plurality of lateral teeth formed on the female tie.

The shape, form and fixing method of the variable tie satisfy the tensile strength specified by law.

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1 is a perspective view of a straight folded variable tie,

2 is an exploded perspective view of the straight variable mail tie and the female tie;

3 is an exploded plan view of the straight variable mail tie and the female tie;

4 is a side view of a separated state of the straight variable mail tie and the female tie;

5 is a perspective view of a 90 ° angle variable tie,

6 is a perspective view of a separated state of the variable angle mail tie and the female tie 90 °,

7 is a plan view of the separated state of the 90 ° angle variable mail tie and the female tie,

8 is a perspective view of a 135 ° angle variable tie,

9 is a perspective view of a separated state of the 135 ° angle variable mail tie and the female tie,

10 is a plan view of a separated state of the 135 ° angle variable mail tie and the female tie,

11 is a perspective view of cross ties for various T-shapes and wall spacings,

12 is a plan view of cross ties for various T-shapes and wall spacings,

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[Simple explanation of the symbols for the main parts of the drawings]

20: sidewall
21: The first mail department
22: first email part
23: spacing member
24: Teeth
25: fixing hole
26: Neck
27: connecting bridge
28: reinforcement
29: reinforcement
30: fixing hole
31: reinforcement
33: reinforcement
34: reinforcement
35: fixing hole
36: free space in email
37: fixing part of the mail part of the variable-length tie
38: fixing part of the male part of a 90 ° variable ties
39: Mail-apart of 135 ° variable ties
40: fixing hole
121: second mail department
122: second email part
221: third e-mail department
222: third email part

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A straight variable tie is shown in FIG. 1, where necessary, the tie is provided with a mail portion 21 and a female portion 22 to adjust the required wall thickness.
The mail part 21 includes a second mail part 121 and a third mail part 221 which will be described later, and the email part 22 includes a second email part 122 and a third email part ( 222, which will be described below with reference to the first mail part 21 and the first email part 22 for convenience of description.
PP Vestolen P 7032 (h210), on the other hand, is a material used for the production of variable ties as a material having excellent strength and suitable for economical production and satisfying the adjusted tensile strength.

The first mail portion 21 and the first female portion 22 of the tie have a plurality of teeth 24 formed on the linearly variable first mail portion 21. The fixing holes 25, 30, 35 (see Figs. 1, 6, 9) formed in the female parts 22, 122, 222 are interconnected. Here, although not shown in the drawing, a plurality of teeth are formed in the fixing holes 25, 30, and 35 of the first, second, and third female parts 22, 122, and 222, so that the first, second, and third mail parts 21, 121, 221 are formed. It is desirable to be mutually coupled to the teeth 24 of.

4 is a side view of a separated state of the straight variable mail tie and the female tie with a plurality of side teeth, wherein the dimensions of the tie carrier are such that the carrier can support the weight of the mounting and the teeth 24 and the fixing holes. It is desirable that (25) have dimensions to withstand all required tensile strain.

In addition, according to the present invention, the variable tie can be used as a mounting carrier in the wall board, and can also be used as rubberized nets as well as ribbed bars.

In addition, the operation of installing the vertical board in the corner of the object is made easily and quickly, the horizontal mounting spacing member 23 of the variable tie is installed at a position spaced apart from the wall by a predetermined distance, the spacing The member is installed only in the straight variable tie.

The horizontal mounting gap holding member 23 serves to install horizontal mounting in a state spaced apart by a predetermined distance between the gap holding members and the plurality of bars and walls.

It is important that the sidewall 20 of the straight variable tie always has a dimension of 6 cm so that it can be smoothly inserted into an insulating plate (not shown) or an insulating lining (not shown).

The miniature bridge 27, which is outside the variable tie, functions as a plaster plate carrier.

The small connecting leg 27 is fixed to the small connecting leg (not shown) in the wall by a screw (not shown) and a plaster plate (not shown), so that the amount of installation work is reduced, and the carrier and The installation of the plaster plate carrier can be omitted.

In Figure 4, it can be seen that the various thickness can be set by the female tie, the first mail portion 21 of the variable tie is possible in two modifications as shown in Figures 6 and 9, One modification (second mail portion 121) is to form a wall thickness of 14 to 36 cm, the second modification (third mail portion 221) to form a wall thickness of 36 to 60 cm This variant is intended to be used for the construction of underground and ground floors supporting walls as well as foundation work, and the dimensions of the wall thickness are indicated by span measures on the neck 26 on the variable mail tie. Implemented by a straight variable mail tie.

Fixing holes 25, 30 and 35 of the first female portion 22 of the straight variable tie and the female portion 122 of the 90 degree angle variable tie and the third female portion 222 of the 135 degree angle variable tie. ) Dimensions are constructed to resist tensile strain of the thickest walls.

This was carried out by the civil engineering association of Zagreb, which conducted the survey and certification test of the tie, and as a result, the strength and carrying capacity of the variable tie (Figs. The connection strength of the mail tie was satisfactory.

FIG. 5 illustrates a 90 ° angle variable tie set at a necessary interval, and the required interval is a 90 ° angle at which a mail tie to which the second mail portion 121 and the second female portion 122 are firmly connected is fixed. The second female part 122 of the variable tie is formed.

The neck 26 of the second mail part 121 enters the reinforcement part 31 of the second female part 122 having a 90 ° angle.

The reinforcement part 28 of a 90 degree angle variable male tie prevents the bending deformation of the neck part 26 of a male tie, The span type | mold or the tooth 24 is carved in the said variable male tie.

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FIG. 8 illustrates a 135 ° variable angle tie that can be set at a required interval, wherein the fixing hole 35 of the 135 ° variable angle mail tie is firmly connected by a plurality of teeth 24.

The 135-degree variable-type tie includes a third mail part 221 and a third email part 222, and the third email part 222 is a reinforcement part 33 as can be seen in FIG. And a reinforcement part 34, wherein the span scale or tooth 24 is stamped on the neck 26 of the 135 ° angle variable mail tie, and the straight variable tie side wall 20 into which the insulation plate enters. A tie floor having a function of fixing the plaster plate to a linearly variable tie wall serving as a carrier of the plaster plate is provided with a small connecting leg 27.

Fig. 11 shows a cross tie for forming a T-shaped wall, and 37 shows the position of the cross tie into which the first mail portion 21 of the linearly deformable tie enters.

And 38 denotes the position where the second mail portion 121 of the 90 ° angle variable tie is fixed.

39 represents a position where the third mail portion 221 of the 135 ° variable angle tie enters, and 40 represents a hole to which the tie is fixed. The cross tie enables the formation of various wall thicknesses.
Fig. 12 shows one cross variable tie and two 90 [deg.] Variable ties assembled into a cross tie.

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Claims (27)

delete delete delete delete delete delete delete delete delete delete delete delete delete delete delete At least one first tie part and at least one second tie part, each having a side wall 20 inserted into the grooves of the insulating plates, and made of plastic so as to be suitable for connecting the insulating plate of the board for reinforced concrete wall For length ties: At least one mail portion 21 and at least one female portion 22; The mail portion 21 has a neck 26 axially inserted into the fixing hole 25 of the female portion 22; The neck 26 of the mail portion 21 has a tooth 24 that is adjustablely coupled to the fixing hole 25 of the female portion 21; And Span scale means imprinted on the neck 26 of the mail portion 21; Variable length tie, characterized in that consisting of. 17. The variable length tie according to claim 16, wherein the mail portion (21) and the female portion (22) comprise side walls (20) and connecting legs (27) inserted into the grooves of the insulating plates. 18. The variable length tie according to claim 17, wherein the mail portion (21) and the female portion (22) comprise a horizontal installation gap holding member (23). 18. The variable length tie according to claim 17, wherein the connecting leg (27) is formed to connect and fix the insulating plates in a straight line. 18. The variable length tie according to claim 17, wherein the connecting leg (27) is formed to connect the insulating plates at an angle of 90 degrees. 18. The variable length tie according to claim 17, wherein the connecting leg (27) is formed to connect the insulating plates at an angle of 135 degrees. 17. The apparatus of claim 16, further comprising: a first mail portion (21) having a toothed neck (26) and a connecting leg (27) formed to connect the insulating plates in a straight line; Second and third mail portions 121 and 221 each having a tooth-shaped neck 26 and a connecting leg 27 formed to connect the insulating plates at an angle of 90 °; And A cross tie provided with a fixing hole 40 having a tooth formed therein to be adjustablely coupled to the tooth-shaped necks 26 of the first, second and third mail portions 21, 121 and 221 in order to connect the insulating plates in a T-shape. Variable length tie, characterized in that it comprises a. delete delete delete delete delete

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