JP3289750B2 - Construction method, construction device, and wall structure of earthquake-resistant structure - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for constructing an earthquake-resistant structure, and a wall structure of the structure.
Related.

[0002]

2. Description of the Related Art Conventionally, it has been known that when an earthquake occurs, a structure including a building, such as a building, is subjected to front-rear, left-right, and up-down forces, and the building structure is destroyed.

[0003] Therefore, in recent years, a construction method for constructing an earthquake-resistant defect has been proposed. In this construction method, when constructing a structure such as a pillar or a wall with concrete, a defective material called a slit material is buried in a transverse direction of the structure, and is aimed at preventing shear failure of the structure.

[0004] That is, when a structure in which a defective material is embedded is subjected to an external force due to an earthquake, the structure is divided via the defective material. To prevent shear fracture.

[0005] Now, a conventional method of constructing a seismic deficient building will be described with reference to FIG. 7. First, as shown in FIG. 7 (A), first a first frame plate 1 a and a first frame plate A first joint rod 2a and a second joint rod 2b are fixed to the second frame plate 1b in advance by nails 3 or the like (joint rod fixing step). Next, the construction space 4 is formed by framing the pair of frame plates 1a, 1b so that the joint bars 2a, 2b face each other (facing process).
Thereafter, the defective material 5 is loaded from above the framework in the transverse direction of the construction space 4 (a defective material charging step). Grooves 6a, 6b are formed on the opposing surfaces of the joint bars 2a, 2b, while convex portions 7a, 7b are provided at both ends of the defective material 5, and the convex portions 7a, 7b are connected to the joint bars 2a, 2b. Grooves 6a, 6b
The defective material loading step is performed by pushing the defective material 5 while fitting the defective material. After that, as shown in FIG. 7B, concrete is poured into the construction space 4 to construct the building 8 in which the defective material 5 is embedded (concrete placing step). After the construction, the pair of frame plates 1a and 1b are
The joint bars 2a and 2b are pulled out of the building 8 together with the frame plates 1a and 1b, and the operation is completed (temporary frame removing step).

[0006]

In the above-mentioned conventional method, since the defective material charging step is performed after the completion of the framing step, the operation of charging the defective material 5 is extremely difficult. In particular, since a large number of reinforcing bars are erected in the construction space 4 and only a very small working space is provided, the defective material 5 must be pushed in from above with a jig or the like, which requires skill. And, by any chance, the convex portion 7a of the inserted defective material 5,
If the 7b is not correctly inserted into the grooves 6a, 6b of the joint bars 2a, 2b, the defective material 5 moves in the construction space 4 due to the pressure of the concrete to be cast thereafter, and the defective material 5 is displaced and buried. construct 8 allowed input is will be built, there is a problem that will have Failure to achieve the desired seismic defective structure.

Therefore, the present inventor has improved the above-mentioned construction method,
In forming the construction space 4, the first frame plate 1a is installed first, and the first joint rod 2 fixed to the first frame plate 1a.
material 5 through the fitting of the groove 6a and the convex portion 7a
Is supported in a cantilever manner, and the groove 6
After confirming the fitting of the second frame plate 1b and the convex portion 7a, the second frame plate 1b is installed, and the second joint rod 2b fixed to the second frame plate 1b is grooved with respect to the defective material 5. It has been found that the above-mentioned problem can be solved by fitting via the projection 6b and the projection 7b. That is, according to this improved construction method, when attaching the defective material 5 to the first joint rod 2a fixed to the first frame plate 1a, the work can be easily performed in an open working space, In addition, the engagement between the groove 6a and the convex portion 7a is changed to
There is an advantage that the operation can be reliably performed while visually observing the entire length.

However, as a result of further study by the present inventor, the above-mentioned improved construction method shows that the second frame plate 1b is provided with the defective material 5 supported in a cantilever manner on the first frame plate 1a.
Since the positioning of the second joint bar 2b and the defective material 5 cannot be confirmed from the work space outside the construction space 4 when installing the groove 6, it is almost impossible to fit the groove 6b and the convex portion 7b correctly. I found a new problem.

[0009]

SUMMARY OF THE INVENTION The present invention provides a method for constructing an earthquake-resistant defected structure which solves the above-mentioned problems. The method is constituted by a pair of frame plates.
Material in the transverse direction of the concrete casting space
In the method of constructing a seismic deficient structure in which the defective material is embedded by placing concrete by interposing, in forming the construction space, the defective material is placed on the first frame plate previously installed. A step of allowing one end of the defective material to be cantilevered with respect to the first frame plate by detachably fixing one end through a first temporary fixing member, and a second temporary portion having a temporary fixing leg portion. A step of detachably fixing the stopper to the other end of the defective material, and then, when installing the second frame plate, a second between the joining side edges of the plurality of plate members constituting the second frame plate. And a step of clamping the temporary fixing leg portion of the temporary fixing tool.

[0010] The present invention also provides a construction apparatus for carrying out the method for constructing the above-mentioned earthquake-resistant defected structure. A first temporary fixing tool provided with a detachable concave / convex fitting portion at one end of the defective material and detachably fixed to the first frame plate, and detachable at the other end of the defective material; And a second temporary fixing tool provided with a temporary fixing leg portion provided with a concave and convex fitting portion and extending through the second frame plate.

Further, the present invention is applicable not only to the above-described construction apparatus, but also to a fully-deleted material that causes the structure to be entirely lost in the depth direction, or a cross-section defective material that causes the structure to be partially lost in the depth direction. The present invention also provides a construction apparatus which can be suitably used even in the case of (1), wherein the means is constituted by a defective material having at least one end provided with an uneven fitting portion, And a temporary fixing tool provided with a detachable concave / convex fitting portion at an end portion thereof and a temporary fixing leg portion extending so as to be able to pass through the frame plate. Ma
In addition, the present invention uses these methods and devices.
To provide a suitable wall structure for the seismic failure structure
The purpose is.

[0012]

Embodiments of the present invention will be described below in detail with reference to the drawings.

(First Embodiment) FIGS. 1 to 3 show a first embodiment of the present invention. FIGS. 1 and 2 show a construction method of a seismic deficient building, and FIG. 1 shows a construction device used in the method.

As shown in FIG. 3, the defective material 11 is composed of a relatively thick elastic plate 13 such as a sponge fixed on a relatively thin and hard substrate 12 by projecting both side edges of the substrate 12. Concave and convex fitting portions 12a and 12b formed of convex portions are formed at both ends of the defective material 11. The substrate 12
Can be formed of a synthetic resin plate such as vinyl chloride, or a metal plate or another plate material , for example, paper . Further, in the case of the illustrated example, the defective material 11 is a material in which a pair of elastic plates 13a and 13b are superposed in a sandwich shape and integrally adhered to the substrate 12 arranged in the center. The elastic plate 13 may be provided only on one side of the substrate 12, or
In addition, various configurations (not shown) can be employed.

In the first embodiment, since the first and second temporary fasteners 14 and 15 have the same configuration, the same components are denoted by the same reference numerals. Only the configuration will be described. That is, the temporary fixing tool 14 has a wide portion 16 on one side.
The other side is a narrow portion 17, and the joint bar 19 having tapered surfaces 18, 18 formed on both sides, and the wide portion 1
6 and a plate-shaped temporary fixing leg 20 are integrally formed of synthetic resin, and the narrow fitting portion 17 is formed with a concave-convex fitting portion 2 comprising a groove.
1 are formed. In the illustrated example, the joint rod 19 is formed hollow by extruding a synthetic resin. However, the joint rod 19 may be formed of a material other than a synthetic resin.
9 may be formed solid.

Therefore, the first and second temporary fasteners 14, 1
When the construction method of the seismic deficient structure is carried out using the construction device comprising the material 5 and the defective material 11, as shown in FIG. 1 (A), the first frame plate 22 is placed at a predetermined position where the structure is to be constructed. When installing using a short pipe or the like, the first frame plate 22
Between the joining side edges of the plurality of plate members 22a and 22b
The temporary fixing leg portion 20 of the first temporary fixing tool 14 is clamped and fixed. For example, after the temporary fixing leg portion 20 is interposed between the splints 23a and 23b fixed to the outer surfaces of the edges of the adjacent plate members 22a and 22b, the pair of splints 23a and 23b are fastened with a clamp or the like. Alternatively, prior to the fastening with the clamp, the temporary fixing leg portion 20 may be fixed to one or both of the splints 23a and 23b with a nail or the like. In this way,
The first temporary fastener 14 is attached and fixed over the entire height of the first frame plate 22 or over a predetermined height. In addition, when the structure to be constructed is a wall, the first frame plate 22 usually constitutes an outdoor temporary frame.

Next, as shown in FIGS. 1A and 1B, the defective material 11 is removably fixed to the first temporary fixing tool 14, and the defective material 11 is attached to the first temporary fixing tool 14. To support it in a cantilevered manner. That is, the defective material 11 is fitted to the joint bar 19 of the first temporary fastener 14 via the concave and convex fitting portions 21 and 12a. Therefore, the defective material 11 can be securely fitted in the large work space while visually checking the concave and convex fitting portions 21 and 12a.

Thereafter, a second temporary fixing member 15 is removably fitted to the cantilevered free end of the defective material 11 via the concave and convex fitting portions 12b and 21, and a second frame plate is provided. 2 and FIG. 1B when installing using a short pipe or the like.
As shown in (A), between the joining side edges of the plurality of plate members 24a and 24b constituting the second frame plate 24, the second temporary fixing member 15 is provided.
Of the temporary fixing leg portion 20 is clamped and fixed. In this case, similarly to the above, for example, after the temporary fixing leg portion 20 is interposed between the splints 25a and 25b fixed to the outer peripheral surfaces of the adjacent plate members 24a and 24b, the pair of splints 25a and 25b are clamped. Fasten with metal fittings. Alternatively, prior to the fastening with the clamp, the temporary fixing leg 20 is attached to the splint 25a,
5b may be fixed to one or both of them with a nail or the like. Therefore,
In a state where the defective material 11 and the second temporary fastener 15 are securely fitted into the concave and convex, the second frame plate 24 is raised while the frame plate 24 is being raised.
And the second temporary fixing member 15 can be securely fixed.
When the building to be constructed is a wall, the second frame 2
4 normally constitutes a temporary frame on the indoor side.

In the above description, a configuration is shown in which the pair of temporary fasteners 14 and 15 and the defective material 11 are fitted in a concave and convex manner during the working process. By providing a pressure-sensitive adhesive such as a double-sided adhesive tape or the like in the fitting portions 21 and 12a, the defective material 11
4, the first temporary fixing member 14 set in the pre-assembled state may be attached to the first frame plate 22. Alternatively, the second temporary fixing member 15 may be set in a pre-assembled state in the defective material 11 in the same manner.

As shown in FIG. 1B, a construction space 26 is formed by the pair of frame plates 22 and 24, and the defective material 11 is inserted in a direction crossing the construction space 26. . Therefore, concrete is continuously poured into the construction space 26. Defective material 11 is provided with temporary fasteners 14 and 15 at both ends.
2A and 2B, it does not move due to the pressure of the concrete, and as shown in FIG. 2A, the building 27 in which the defective material 11 is embedded in a predetermined position is provided. Is constructed.

Thereafter, the frame plates 22 and 24 are separated from the construction 27 and the temporary fixing device 1 is assembled together with the frame plates 22 and 24 in the same manner as in the prior art.
4 and 15 are pulled out of the construction 27, and the work is completed.
As shown in FIG. 2 (B), in the constructed structure 27, a caulking agent 28 is appropriately filled in a recess formed corresponding to the joint bar 19 that has been pulled out.

(Second Embodiment) FIG. 4 shows a second embodiment of the present invention. In the second embodiment, the first temporary fastener 2a is formed by the groove 6a in the conventional example described with reference to FIG.
An attached joint bar is used and fixed to the first frame plate 22 with a nail 3 or the like. Note that the defective material 11 and the second temporary fastener 15 are the same as those described in the first embodiment.

Therefore, as shown in FIG. 4A, when the first frame plate 22 is installed, the uneven material of the defective material 11 is fitted into the groove 6a of the first temporary fastener 2a fixed to the frame plate 22. Joint 12a
Is detachably fitted, and the defective material 11 is supported in a cantilever manner.

Subsequently, the second temporary fixing member 15 is detachably fitted to the cantilevered free end of the defective material 11, and the second frame plate 24 is raised while the second frame plate 24 is being raised. Are fixed between the joint side edges of the plurality of plate members 24a and 24b. This is the same as in the first embodiment, and a detailed description thereof will be omitted.

A series of subsequent steps, such as concrete placement and separation and removal of the frame plates 22 and 24, are the same as those in the first embodiment, and therefore description thereof is omitted.

(Third Embodiment) FIG. 5 shows a third embodiment of the present invention. In the third embodiment, the first temporary fixing device 14 and the second temporary fixing device 15 have the same configuration and are similar to the above-described first embodiment, but the joint bar 19 and the temporary fixing leg portion. 20 is detachably configured. That is, joint bar 1
9 has tapered surfaces 18 on both sides by forming a wide portion 16 on one side and a narrow portion 17 on the other side, and the concave and convex fits formed by grooves on the wide portion 16 and the narrow portion 17 respectively. Forming portions 21a and 21b are formed, and these uneven fitting portions 21 are formed.
The temporary fixing leg portions 20 can be selectively fitted to a and 21b. The defective material 11 has the same configuration as that of the first embodiment, and the concave and convex fitting portions 12a and 12b are selectively fitted to the concave and convex fitting portions 21a and 21b of the joint bar 19.

In the third embodiment, a temporary fixing device is formed by fitting the temporary fixing leg portion 20 to the concave / convex fitting portion 21a or 21b of the joint bar 19, and a pair of temporary fixing devices is prepared. , A first temporary fastener 14 and a second temporary fastener 15 are configured. Therefore, if the temporary fixing leg portion 20 is used by fitting it to the concave-convex fitting portion 21a of the wide portion 16 of the joint bar 19, the construction method of the present invention can be carried out in the same manner as in the first embodiment. it can.

By the way, according to the third embodiment, when waterproofing is not particularly required, the constructed structure 27 is not required.
In this case, the joint bar 19 is left, and the caulking material 28 as in the first embodiment can be omitted. That is, FIG.
As shown in (B), while the temporary fixing leg portion 20 is fitted to the uneven fitting portion 21b formed in the narrow portion 17 of the joint bar 19, the defective material is fitted to the uneven fitting portion 21a formed in the wide portion 16. 11 is fitted, and the construction 27 is constructed by using the temporary fasteners 14 and 15 configured as described above. As shown in FIG. 2
It is buried in 7 so that it cannot be removed. That is, the tapered surfaces 18 and 18 are locked in a wedge shape in the removing direction in the building 27.

(Fourth Embodiment) FIG. 6 shows a fourth embodiment of the present invention. In the fourth embodiment, the temporary fixing tool 15
The joint bar 19 and the temporary fixing leg 2 are similar to the third embodiment.
The joints 19 are separated from each other, and concave and convex fitting portions 21a and 21b formed of grooves are formed at both ends of the joint bar 19, and the temporary fixing leg portions 20 are selectively fitted to these concave and convex fitting portions 21a and 21b. It is free. However, the joint bar 19 has both sides formed as parallel surfaces without taper, and the entire structure is relatively thin.

On the other hand, the defective material 11 is made of elastic plates 13a, 13a.
A recess 29 is provided at an end of the recess b so that the temporary fastener 15 can be fitted therein, and an edge of the substrate 12 is protruded from the bottom of the recess 29 to form an uneven fitting portion 12a.

In the case of the example shown in FIG.
A so-called cross-section defect material that partially crosses the depth of the construction space 26 formed by the components 2 and 24 is provided, and the concave portion 29 and the concave and convex fitting portion 12a are provided only at one end of the defect material 11,
The joint portion 12 a is fitted to one end of the joint bar 19 fitted in the concave portion 29, and the temporary fixing leg portion 20 is fitted to the other end of the joint bar 19.

Therefore, according to the fourth embodiment, when the first frame plate 22 is set, and then the second frame plate 24 is set, the temporary fixing tool 15 is set on the defective material 11. The temporary fixing leg portion 20 of the temporary fixing tool 15 is sandwiched between the joining side edges of the plate members 24 a and 24 b constituting the second frame plate 24. FIG.
As shown in (B), in the construction space 26, the defective material 11 is supported in a cantilever manner with respect to the second frame plate 24, and does not reach the first frame plate 22. Therefore, the present invention is implemented to construct a structure having a cross-sectionally defective structure that does not extend over the entire depth of the structure.

A series of subsequent steps, such as concrete casting and separation and removal of the frame plates 22 and 24, are the same as in the prior art.
Is pulled out. At this time, the joint bar 19 may be left in the concave portion 29 of the defective material 11 or may be extracted from the concave portion 29.

By the way, the structure of the fourth embodiment can implement a completely defective structure over the entire depth of the structure with only slight changes. That is, the defective material 11 is formed to have a width dimension that reaches the entire depth of the construction space 26, and the same concave portion 29 and the concave and convex fitting portions 12a (and 12b) as described above are provided at both ends of the defective material 11, respectively. If formed, the construction method exactly the same as in the above-described first and third embodiments can be performed by using the pair of temporary fasteners 15 (and 14).

[0035]

According to the first aspect of the present invention, when the construction space 26 is formed, one end of the defective material 11 is attached to the first frame plate 22 previously installed by the first temporary fastener 14. The defective material 11 is supported in a cantilever manner with respect to the first frame plate 22 by being detachably fixed through the first frame plate 2.
The positioning and fixing operation of the defective material 11 with respect to 2 can be easily performed under the open working space, and the positioning and fixing can be reliably performed while visually observing the positioning and fixing.

Then, the second temporary fixing member 15 having the temporary fixing leg portion 20 is removably fixed to the other end of the defective material 11, and thereafter, when the second frame plate 24 is installed, the second temporary fixing member 15 is provided. Since the temporary fixing leg portion 20 of the second temporary fixing member 15 is sandwiched between the joining side edges of the plurality of plate members 24a and 24b constituting the second frame plate 24, the second temporary fixing to the defective material 11 is performed. Tool 1
The worker can easily and surely perform the positioning and fixing work 5 and the mutual fixing work between the second temporary fixing tool 15 and the second frame plate 24 while visually checking the worker.

As a result, not only the workability is remarkably improved as compared with the conventional one, but also the defective material 11 can be reliably positioned and fixed at both ends. However, it is extremely excellent in that it can prevent fatal erroneous work such that movement deviation becomes impossible to realize an intended earthquake-resistant structure. Also, billing
As in the present invention of Item 2, the first temporary fastener and the second temporary fastener
Pre-assembled on both ends of the defective material
In the same manner as in the first embodiment, the operator
Work can be performed easily and reliably.

According to the third aspect of the present invention, there is an effect that the above-described method can be performed by a device having a simple configuration.

According to the fourth aspect of the present invention, there is an effect that a construction method aimed at a sectional defect structure can be implemented by using an apparatus having the same simple structure as described above.
Further, as in claims 5 to 9, the structure of the defective material
Various configurations can be adopted. Also, billing
As in Item 10, the structure of the temporary fixing device is a joint bar portion and a temporary fixing leg portion.
If it is composed separately from the part, the joint rod part is concrete
Even if it is buried inside, repeat the temporary fixing leg
Can be used. Further, as in claim 11,
Contain the first temporary fastener and the second temporary fastener together with the frame plate.
If it is configured so that it can be removed from the
Only missing material can be buried in concrete
, And repeat the parts used for other mounting
be able to. In addition, as in claim 12, a temporary fastener is constructed.
The joint bar portion and the temporary fixing leg portion that are formed have a substantially T-section.
If they are integrally molded in a letter shape, it is easy to mold
In addition, it is easy to attach to the frame plate and
You. Further, the width of the joint rod is defined as in claim 13.
If this joint rod is buried in concrete,
The escape from the concrete surface is prevented. Also,
If the width of the joint rod is defined as in claim 14, this joint is
The rod can be easily removed from the concrete outwards
You. Further, as in claim 15, the joint bar portion is solid-structured.
If made, the strength can be made robust. In addition,
As in claim 16, the first temporary fastener or the second temporary fastener is
If one of them is pre-assembled to the missing material,
The number of man-hours for mounting work can be reduced . further,
According to the present invention described in claim 17, the outer surface of the joint rod is
Can be configured as joints on concrete wall
You.

[Brief description of the drawings]

FIGS. 1A and 1B show a first embodiment of the present invention, in which FIG. 1A is a cross-sectional view showing an operation for installing a first frame plate, and FIG. FIG. 3 is a cross-sectional view showing a state where a missing material is attached.

FIGS. 2A and 2B show a first embodiment of the present invention, wherein FIG. 2A is a cross-sectional view showing a state in which installation of a first frame plate has been completed and concrete has been poured, and FIG. 3 is a cross-sectional view showing a completed state of FIG.

FIG. 3 is an exploded cross-sectional view showing an embodiment of the construction apparatus used in the first embodiment of the present invention.

FIGS. 4A and 4B show a second embodiment of the present invention, in which FIG. 4A is a cross-sectional view showing an operation for installing a second frame plate, and FIG. It is a cross-sectional view which shows the state which completed installation and attached the missing material.

5A and 5B show a third embodiment of the present invention, in which FIG. 5A is an exploded sectional view of an embodiment of a temporary fastener used in the third embodiment, and FIG. FIG. 4C is a cross-sectional view showing a state in which the installation of the frame plate is completed and the defective material is attached, and FIG. 4C is a cross-sectional view showing a completed state of the constructed structure.

6A and 6B illustrate a fourth embodiment of the present invention, in which FIG. 6A is an exploded cross-sectional view showing an embodiment of a construction apparatus, and FIG. 6B is a cross-sectional view showing a cross-sectional defect method using the construction apparatus. It is.

7A and 7B show a conventional example, in which FIG. 7A is a cross-sectional view showing a state in which a defective material is inserted into a construction space formed by a frame plate, and FIG. It is a cross-sectional view showing a state.

[Explanation of symbols]

 DESCRIPTION OF SYMBOLS 11 Missing material 12a Irregular fitting part 12b Irregular fitting part 14 1st temporary fixing tool 15 Second temporary fixing tool 19 Joint bar 20 Temporary fixing leg 21 Irregular fitting section 21a Irregular fitting section 21b Irregular fitting section 22 first frame plate 22a plate material 22b plate material 24 second frame plate 24a plate material 24b plate material 26 construction space 27 building 29 recess

Claims (17)

(57) [Claims] 1. A concrete casting method comprising a pair of frame plates.
Concrete with intervening chips in the transverse direction of the space
In the method of constructing an earthquake-resistant defect structure in which the defective material is embedded by casting , when forming the construction space, one end of the defective material is first attached to the first frame plate installed earlier. A step of supporting the defective material in a cantilever manner with respect to the first frame plate by detachably fixing the temporary fixing tool via the temporary fixing tool; The step of detachably fixing to the other end of the defective material, and then, when installing the second frame plate, the second temporary fixing tool between the joining side edges of the plurality of plate materials constituting the second frame plate. And a step of clamping the temporary fixing leg. 2. A concrete casting method comprising a pair of frame plates.
Concrete with intervening chips in the transverse direction of the space
In the method of constructing an earthquake-resistant defect structure in which the defective material is embedded by casting , when forming the construction space, one end of the defective material is first attached to the first frame plate installed earlier. A step of supporting the defective material in a cantilever manner with respect to the first frame plate by detachably fixing through the temporary fixing tool, and the second temporary fixing tool previously supporting the defective material. And a step of sandwiching between the joining side edges of a plurality of plate members constituting the second frame plate. 3. A defective material having concave and convex fitting portions at both ends thereof, and a first concave and convex fitting portion which is detachably provided at one end of the defective material and which can be detachably fixed to the first frame plate. And a second temporary fixing tool provided with a detachable concave-convex fitting portion at the other end of the defective material and a temporary fixing leg portion extending through the second frame plate. An apparatus for constructing an earthquake-resistant defect structure, comprising: 4. A defective material having an uneven fitting portion at least at one end thereof, and a temporary fixing leg portion provided with a detachable uneven fitting portion at an end portion of the defective material and extending so as to allow a frame plate to be inserted therethrough. An apparatus for constructing an earthquake-resistant defective structure, comprising: 5. An apparatus according to claim 3, wherein said defective material comprises a flat substrate and a foamed synthetic resin plate fixed to one side of said substrate. . Wherein said defect material, the seismic deficient construct according to claim 3 or 4, characterized in that it consists of a substrate and has been a foamed synthetic resin plate secured to both sides of the substrate disposed substantially at the center Construction equipment. 7. The apparatus according to claim 5 , wherein the substrate of the defective material is formed thinner than the foamed synthetic resin plate. Substrate wherein said defects material, according to claim 5, characterized in that it is the foam harder than the synthetic resin plate formed
8. The apparatus for constructing a seismic deficient building according to any one of 7. 9. The structure according to claim 5, wherein the substrate is formed of a synthetic resin plate such as vinyl chloride, a metal plate, or another plate material. apparatus. Wherein said first temporary stop and second temporary stop comprises a jointer which is embedded in the solidified concrete, the one or the other of the frame freely in concrete after casting removably attached to the jointer The construction device for a seismic deficient building according to claim 3, comprising a temporary fixing leg portion detached together with the plate. 11. The method according to claim 11, wherein the first temporary fixing device and the second temporary fixing device are removed from a concrete surface together with the one frame plate or the other frame plate after the concrete is cast. 4. The construction device for an earthquake-resistant defect building according to 3. 12. The method of claim 11, wherein the first temporary stop and the second temporary stop is composed of a divider strip portion and Karitomeashi portion, and characterized by being integrally molded into a substantially T-shaped cross section The construction device for an earthquake-resistant defective structure according to claim 3 or 11. 13. The joint rod according to claim 1 , wherein an inner end face facing the defective material is formed wide, and an outer end face facing the frame plate is formed narrow. Item 11. A construction device for constructing an earthquake-resistant defect structure according to item 10. 14. The joint bar portion of the first temporary fixing tool and the second temporary fixing tool integrally formed in a substantially T-shaped cross section has an inner end face opposed to the defective material formed narrow. Along with
The construction device for constructing a seismic deficient building according to claim 12, wherein an outer end surface facing the frame plate is formed wide. 15. The joint bar or the joint bar portion,
The construction apparatus for constructing an earthquake-resistant building according to any one of claims 10, 12, 13, and 14, wherein the construction apparatus is solidly formed from an unfoamed synthetic resin. 16. The structure according to claim 1, wherein at least one of the first temporary fastener and the second temporary fastener is previously assembled to the defective material. Equipment for construction. 17. A construction space is formed by framing a pair of frame plates in a face-to-face manner, and after inserting a defective material made of a foamed synthetic resin plate in a direction transverse to the construction space, the construction space is formed. The concrete structure is cast in the wall structure of the seismic deficient structure in which the defective material is embedded, and when the pair of frame plates are removed from the concrete structure, the defective material embedded in the concrete structure is removed. A joint structure bar supported on both ends of the chipping material at both ends thereof is buried flush with an outer surface of the concrete structure.