JPH0133682Y2 - - Google Patents
Info
- Publication number
- JPH0133682Y2 JPH0133682Y2 JP1981113956U JP11395681U JPH0133682Y2 JP H0133682 Y2 JPH0133682 Y2 JP H0133682Y2 JP 1981113956 U JP1981113956 U JP 1981113956U JP 11395681 U JP11395681 U JP 11395681U JP H0133682 Y2 JPH0133682 Y2 JP H0133682Y2
- Authority
- JP
- Japan
- Prior art keywords
- water stop
- wall
- stop plate
- joint material
- forming
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired
Links
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
この考案は、コンクリート壁体に耐震用の縦溝
を形成する目地材を支持する止水板付目地材支持
構造に関する。[Detailed Description of the Invention] [Industrial Field of Application] This invention relates to a joint material support structure with a waterstop plate that supports a joint material forming vertical grooves for earthquake resistance in a concrete wall.
[従来の技術]
現在の建築物に関する構造計算の方法では、一
般には建築物の床は剛であるという仮定で行い、
ねじれのない場合、同じ階の柱や壁の変形量は等
しいとし、部材の弾性剛性に立脚して応力解析を
行つている。従つて構造計算において部材の弾性
剛性を適切に評価する必要がある。構造計算にお
いて剛域等を考慮していないたれ壁、腰壁、そで
壁等の付いた柱のある場合、実際にはその柱はた
れ壁、腰壁、そで壁(以下単に壁体という)によ
り変形が拘束されるため計算上よりも剛性が増加
することになる。特に壁体がコンクリートで形成
された場合、コンクリート壁体に付いた柱はより
一層剛性が増加し、その壁体によりその柱の変形
が一層拘束され、剛い柱となり、単位変形時にこ
の柱に生ずるせん断力が設計よりも増加してしま
い、他の柱より先にこの柱が破壊してしまうこと
になる。[Prior Art] Current structural calculation methods for buildings generally assume that the floor of the building is rigid;
In the case of no torsion, it is assumed that the amount of deformation of columns and walls on the same floor is equal, and stress analysis is performed based on the elastic rigidity of the members. Therefore, it is necessary to appropriately evaluate the elastic stiffness of members in structural calculations. If there is a column with a hanging wall, waist wall, sleeve wall, etc. that does not take rigid areas into account in structural calculations, the column is actually a hanging wall, waist wall, sleeve wall (hereinafter simply referred to as a wall). ), which restricts deformation, resulting in an increase in rigidity compared to the calculated value. In particular, when the wall is made of concrete, the rigidity of the column attached to the concrete wall increases further, and the wall further restrains the deformation of that column, making it a rigid column. The resulting shear force will be greater than the designed one, and this column will fail before the other columns.
これを防止するために、建築基準法により壁体
による柱への影響を受けないようにする基準がい
くつか定められている。この基準に従つた壁体の
構造として従来は第1図に示すように、コンクリ
ート壁体Aに、この壁体Aを完全に切離す縦溝を
形成し、この縦溝内に発泡材Bを挿入し、更に壁
体Aの外側面から縦溝内にコーキング材Cを充填
したものがある。これによればたしかに縦溝によ
り壁体による柱への拘束が無くなり、更に壁体A
の外側からの浸水はコーキング材Cにより防ぐこ
とはできるが、火災が発生した場合コーキング材
C及び発泡材Bが落ち、壁体Aに内外に連通した
縦溝があいてしまい、火が建築物の内に入つてし
まうといつた欠点を有している。 In order to prevent this, the Building Standards Act has established several standards to ensure that columns are not affected by walls. As shown in Figure 1, the conventional structure of a wall according to this standard is to form a vertical groove in a concrete wall A that completely separates the wall A, and insert foam material B into the vertical groove. There is one in which a caulking material C is inserted into the vertical groove from the outer surface of the wall A. According to this, it is true that the longitudinal groove eliminates the restriction of the wall body to the column, and furthermore, the wall body A
Water intrusion from the outside can be prevented by caulking material C, but in the event of a fire, caulking material C and foaming material B will fall, creating a vertical groove in wall A that communicates with the inside and outside, and the fire will cause damage to the building. It has the disadvantage that if it gets inside the
[考案が解決しようとする課題]
建築基準法の定めるところによれば、コンクリ
ート壁体の耐震構造として、壁体の厚さが柱の幅
の約6分の1以下で且つ10cm以下程度といつた基
準が示されている。この定めによれば、コンクリ
ート壁体の耐震構造として必ずしも前記従来のよ
うに切離す縦溝を形成する必要はなく、壁体の縦
方向に上記基準を満たす部分を形成すれば良く、
このためには壁体に縦溝を形成し、この縦溝を形
成した部分の壁体の厚さが建築基準法で定める寸
法以内となるようにすれば良いことに着目した。[Problem to be solved by the invention] According to the Building Standards Act, earthquake-resistant concrete walls must have a wall thickness of approximately one-sixth or less of the width of the columns and approximately 10 cm or less. Standards are shown. According to this regulation, it is not necessarily necessary to form vertical grooves to separate the concrete wall as in the conventional earthquake-resistant structure, but it is sufficient to form a section in the vertical direction of the wall that satisfies the above criteria.
For this purpose, we focused on forming vertical grooves in the wall and making sure that the thickness of the wall in the area where the vertical groove was formed was within the dimensions specified by the Building Standards Act.
この考案は上記耐震構造のコンクリート壁体を
形成するに当り、壁体に縦溝を形成し、且つ縦溝
内底部に止水板を填装する止水板付目地材を枠体
に極めて安定良く取り付けられるようにすること
を目的とした縦溝形成用止水板付目地材支持構造
を提供するものである。 This idea was developed to form a vertical groove in the wall when forming a concrete wall with the above-mentioned earthquake-resistant structure, and to install a water stop plate joint material in the frame at the bottom of the vertical groove, which is extremely stable. The present invention provides a joint material support structure with a water stop plate for forming vertical grooves, which is intended to be easily installed.
[課題を解決するための手段]
この考案は上記目的を達成するために、頭部に
止水板の一面を当接させて支持させるようにした
縦溝形成用の目地材を、対をなしてコンクリート
壁体形成用の型枠を形成する一方の枠体に取り外
し可能に止着し、上記型枠の他方の枠体に一側を
螺着したボルトの他側に設けた押圧体により上記
目地材の頭部に支持されている止水板の他面を押
圧してなるものである。[Means for solving the problem] In order to achieve the above-mentioned purpose, this invention provides a joint material for forming vertical grooves, which is supported by one side of the water stop plate in contact with the head, in pairs. is removably fixed to one frame forming a formwork for forming a concrete wall, and the pressing body provided on the other side of the bolt screwed on one side to the other frame of the above-mentioned formwork It is formed by pressing the other side of the water stop plate supported by the head of the joint material.
[作用]
対をなしてコンクリート壁体形成用の型枠を形
成する一方の枠体に取り外し可能に止着された目
地材及びこの目地材の頭部に一面を支持されてい
る止水板は、上記型枠の他方の枠体に一側を螺着
したボルトの他側に設けた押圧体による止水板の
他面への押圧により、前記一方の枠体と押圧体と
により強く挟持された状態となり、枠体に安定良
く支持され、コンクリート打設時のコンクリート
の流圧に耐え、目地材や止水板のずれや外れが防
止される。[Function] A joint material that is removably fixed to one of the frames forming a formwork for forming a concrete wall and a water stop plate that is supported on one side by the head of this joint material are , the other side of the water stop plate is pressed by a pressing body provided on the other side of the bolt whose one side is screwed into the other frame of the formwork, and the water stop plate is strongly clamped by the one frame and the pressing body. It is stably supported by the frame, withstands the flow pressure of concrete during concrete pouring, and prevents the joint material and waterstop plate from shifting or coming off.
[実施例]
以下、この考案を図面に示す実施例に基づいて
詳細に説明する。[Example] This invention will be described in detail below based on an example shown in the drawings.
図面において8は壁体1に縦溝4を形成する目
地材であり、この目地材8は縦溝4を形成した部
分の壁体1の厚さが建築基準法で定める寸法以内
となるようにする高さを有している。実施例では
2個の目地材8,8を使用し、壁体1の外側面2
と内側面3に対向位置に縦溝4,4を形成する構
成となつており、2つの縦溝4,4の部分の壁体
1の厚さが建築基準法で定める寸法以内となるよ
うになつている。上記目地材8は釘9により対を
なしてコンクリート壁体形成用の型枠を形成する
一方の即ち外側用の枠体6に取り外し可能に止着
されている。5は前記壁体1に形成される外側面
2の縦溝4の底部に填装される止水板であり、こ
の止水板5の一面の中央部には係合溝10が形成
されており、この係合溝10が前記目地材8の頭
部に当接係合して支持されている。また止水板5
の他面の両側には長手方向に係合溝11が形成さ
れている。12はボルト穴であり、このボルト1
2の一側は、前記型枠の他方の即ち内側用の枠体
7に螺着している。そしてこのボルト12の他側
には押圧体13が設けられており、この押圧体1
3が前記目地材8の頭部に支持されている止水板
5の他面に当接するとともに、その両側を止水板
5の係合溝11に係合させるようにして止水板5
を外側用の枠体6方向に押圧している。しかし
て、止水板5及び前記目地材8は外側用の枠体6
と前記押圧体13により強く狭まれた状態で支持
されることになり、釘9による止着と相俟つて、
止水板5と目地材8は極めて安定良く支持され、
コンクリート打設時のコンクリートの流圧にも十
分耐え、ずれたり外れたりするおそれが無い。打
設したコンクリートが固化した後、枠体6,7を
外し、目地材8を外すことにより、表面に縦溝4
が形成され、この縦溝4の底部に止水板5が填装
された耐震構造のコンクリート壁体1が形成され
る。 In the drawing, 8 is a joint material that forms vertical grooves 4 in the wall body 1, and this joint material 8 is designed so that the thickness of the wall body 1 in the part where the vertical grooves 4 are formed is within the dimensions specified by the Building Standards Act. It has a height of In the example, two joint materials 8, 8 are used, and the outer surface 2 of the wall 1 is
It has a structure in which vertical grooves 4, 4 are formed at opposing positions on the inner surface 3, and the thickness of the wall body 1 at the portion of the two vertical grooves 4, 4 is within the dimensions specified by the Building Standards Act. It's summery. The joint material 8 is removably fixed by nails 9 to one of the outer frames 6 forming a formwork for forming a concrete wall. Reference numeral 5 denotes a water stop plate that is inserted into the bottom of the longitudinal groove 4 of the outer surface 2 formed on the wall 1, and an engagement groove 10 is formed in the center of one side of the water stop plate 5. The engaging groove 10 is supported by being abutted against and engaged with the head of the joint material 8. In addition, the water stop plate 5
Engagement grooves 11 are formed in the longitudinal direction on both sides of the other surface. 12 is a bolt hole, and this bolt 1
One side of the frame 2 is screwed onto the other side of the formwork, that is, the inner frame 7. A pressing body 13 is provided on the other side of this bolt 12, and this pressing body 1
3 is in contact with the other surface of the water stop plate 5 supported by the head of the joint material 8, and both sides of the water stop plate 5 are engaged with the engagement grooves 11 of the water stop plate 5.
is pressed in the direction of the outer frame 6. Therefore, the water stop plate 5 and the joint material 8 are connected to the outside frame 6.
It is supported in a strongly narrowed state by the pressing body 13, and together with the fastening by the nails 9,
The water stop plate 5 and the joint material 8 are supported extremely stably,
It can fully withstand the flow pressure of concrete during concrete placement, and there is no risk of it shifting or coming off. After the poured concrete has hardened, remove the frames 6 and 7 and remove the joint material 8 to form vertical grooves 4 on the surface.
is formed, and a concrete wall 1 having an earthquake-resistant structure is formed in which a water stop plate 5 is installed at the bottom of the vertical groove 4.
[考案の効果]
以上のようにこの考案によれば、頭部に止水板
の一面を当接させて支持させるようにした縦溝形
成用の目地材を、対をなしてコンクリート壁体形
成用の型枠を形成する一方の枠体に取り外し可能
に止着し、上記型枠の他方の枠体に一側を螺着し
たボルトの他側に設けた押圧体により上記目地材
の頭部に支持されている止水板の他面を押圧して
なるものであるから、一方の枠体に止着された目
地材及びこの目地材の頭部に一面を支持されてい
る止水板は、他方の枠体に一側を螺着したボルト
の他側に設けた押圧体による止水板の他面への押
圧により、前記一方の枠体と押圧体とにより強く
挟持された状態となり、目地材の止着と相俟つて
止水板と目地材は極めて安定良く支持され、コン
クリート打設時のコンクリートの流圧にも十分耐
え、ずれたり外れたりするおそれがないので、壁
体に確実に耐震のための縦溝を形成することがで
き且つこの溝に止水のための止水板を填装するこ
とができる等、縦溝形成用止水板付目地材支持構
造として優れた効果がある。[Effects of the invention] As described above, according to this invention, the joint material for forming vertical grooves, which is supported by one side of the water stop plate in contact with the head, is used in pairs to form a concrete wall. The head of the joint filler is fixed removably to one frame forming the formwork for the purpose, and the head of the joint filler is fixed to the other side of the bolt, which is screwed on one side to the other frame of the formwork. Since the other side of the water stop plate is pressed against the other side of the water stop plate supported by the , the other side of the water stop plate is pressed by a pressing body provided on the other side of the bolt whose one side is screwed into the other frame, so that the water stop plate is strongly clamped by the one frame and the pressing body, Together with the joint material's fastening, the water stop plate and the joint material are supported extremely stably, withstands the flow pressure of the concrete during concrete pouring, and there is no risk of it shifting or coming off, so it is securely attached to the wall. It has excellent effects as a joint material support structure with water stop plates for forming vertical grooves, such as being able to form vertical grooves for earthquake resistance and filling these grooves with water stop plates for water stop. be.
第1図は従来の耐震構造をもつ壁体を示す断面
説明図、第2図はこの考案の実施の一例を示す断
面説明図、第3図はこの考案を利用して形成され
た耐震構造をもつ壁体の断面説明図である。
5……止水板、6,7……枠体、8……目地
材、12……ボルト、13……押圧体。
Figure 1 is an explanatory cross-sectional view showing a wall with a conventional earthquake-resistant structure, Figure 2 is an explanatory cross-sectional view showing an example of the implementation of this invention, and Figure 3 is an explanatory cross-sectional view showing an earthquake-resistant structure formed using this invention. FIG. 5... Water stop plate, 6, 7... Frame body, 8... Joint material, 12... Bolt, 13... Pressing body.
Claims (1)
うにした縦溝形成用の目地材を、対をなしてコン
クリート壁体形成用の型枠を形成する一方の枠体
に取り外し可能に止着し、上記型枠の他方の枠体
に一側を螺着したボルトの他側に設けた押圧体に
より上記目地材の頭部に支持されている止水板の
他面を押圧してなる縦溝形成用止水板付目地材支
持構造。 The joint material for forming vertical grooves, which is supported by one side of the water stop plate in contact with the head, can be removed from one frame body that forms a pair of forms for forming concrete walls. The other side of the water stop plate supported on the head of the joint material is pressed by a pressing body provided on the other side of the bolt, which is fastened to the other side of the formwork and screwed on one side to the other frame body of the formwork. A joint material support structure with a water stop plate for forming vertical grooves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11395681U JPS5820011U (en) | 1981-07-31 | 1981-07-31 | Joint material support structure with water stop plate for vertical groove formation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11395681U JPS5820011U (en) | 1981-07-31 | 1981-07-31 | Joint material support structure with water stop plate for vertical groove formation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5820011U JPS5820011U (en) | 1983-02-07 |
| JPH0133682Y2 true JPH0133682Y2 (en) | 1989-10-13 |
Family
ID=29908243
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11395681U Granted JPS5820011U (en) | 1981-07-31 | 1981-07-31 | Joint material support structure with water stop plate for vertical groove formation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5820011U (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5511380U (en) * | 1978-07-10 | 1980-01-24 |
-
1981
- 1981-07-31 JP JP11395681U patent/JPS5820011U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5820011U (en) | 1983-02-07 |
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