JPH0547012U - Wall balustrade mounting structure - Google Patents

Wall balustrade mounting structure

Info

Publication number
JPH0547012U
JPH0547012U JP10378591U JP10378591U JPH0547012U JP H0547012 U JPH0547012 U JP H0547012U JP 10378591 U JP10378591 U JP 10378591U JP 10378591 U JP10378591 U JP 10378591U JP H0547012 U JPH0547012 U JP H0547012U
Authority
JP
Japan
Prior art keywords
wall balustrade
anchor
balustrade
floor plate
void
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.)
Granted
Application number
JP10378591U
Other languages
Japanese (ja)
Other versions
JP2511379Y2 (en
Inventor
哲司 小西
崇 古村
Original Assignee
川田建設株式会社
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 川田建設株式会社 filed Critical 川田建設株式会社
Priority to JP1991103785U priority Critical patent/JP2511379Y2/en
Publication of JPH0547012U publication Critical patent/JPH0547012U/en
Application granted granted Critical
Publication of JP2511379Y2 publication Critical patent/JP2511379Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】 (修正有) 【目的】床板と壁高欄との一体化を極めて容易に行なう
ことのできる壁高欄の取付け構造を得ることを目的とす
る。 【構成】アンカー手段を配設した床板26に鉄筋コンク
リート製壁高欄20を取付ける構造において、壁高欄の
底部に底面が開放した所定形状の空隙部24を形成し、
この空隙部に床板から突設したアンカーボルト40など
のアンカー手段を収容し、さらに前記空隙部に無収縮性
モルタル30を充填して硬化させることにより床板と壁
高欄とを一体化することを特徴とする。
(57) [Summary] (Correction) [Purpose] The purpose is to obtain a structure for mounting a wall balustrade that can very easily integrate a floorboard and a wall balustrade. [Structure] In a structure in which a reinforced concrete wall balustrade 20 is attached to a floor plate 26 provided with anchor means, a void 24 having a predetermined shape with an open bottom is formed at the bottom of the wall balustrade,
An anchor means such as an anchor bolt 40 projecting from the floor plate is housed in this void, and the floor is integrated with the wall balustrade by filling the void with non-shrinkable mortar 30 and curing it. And

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は、壁高欄の取付け構造に関するものであり、一層詳細には、アンカ ーボルトなどのアンカー手段を配設した床板にプレキャスト鉄筋コンクリート製 の壁高欄を取付ける構造に関するものである。 The present invention relates to a wall balustrade mounting structure, and more particularly to a structure for attaching a precast reinforced concrete wall balustrade to a floor plate provided with anchor means such as anchor bolts.

【0002】[0002]

【従来技術および考案が解決しようとする課題】[Problems to be Solved by Prior Art and Invention]

従来より、橋梁などの構造物においては、アンカーボルトなどのアンカー手段 を配設した床板にプレキャスト鉄筋コンクリート製などの壁高欄を一体的に取付 けて床板上を通過する車両などの安全を確保できるように構成されている。 Conventionally, for structures such as bridges, a wall balustrade made of precast reinforced concrete or the like is integrally attached to the floor plate on which anchor means such as anchor bolts are arranged so that safety of vehicles passing over the floor plate can be secured. Is configured.

【0003】 ところで、このような橋梁などの構造物における床板と壁高欄との取付け構造 としては、例えば、床板1に予じめ埋め込み配置したアンカーボルト3に対し、 壁高欄5とともに一体的に製作したアンカーフレーム7を装着してボルト9によ り定着する構造(図3参照)、あるいは、床板1に配置したPC鋼棒11を壁高 欄5に設けた挿通穴13に挿通した後、ボルト9などで緊張することにより定着 して一体化する構造(図4参照)などが採用されている。By the way, as a mounting structure of a floor plate and a wall balustrade in such a structure as a bridge, for example, an anchor bolt 3 preliminarily embedded in the floor plate 1 is integrally manufactured with a wall balustrade 5. The structure in which the fixed anchor frame 7 is mounted and fixed by the bolt 9 (see FIG. 3), or the PC steel rod 11 arranged on the floor plate 1 is inserted through the insertion hole 13 provided in the wall rail 5, and then the bolt is inserted. A structure (see Fig. 4), etc., is adopted in which it is fixed and integrated by being tense at 9 points.

【0004】 しかるに、前者のアンカーボルトとアンカーフレームを組合せる構造では、部 材の小規模化を図るためにアンカー数を増やすと、荷重分散を行える反面アンカ ーボルトとアンカーフレームの位置が合わなくなることが多くなり作業が煩雑化 することが多かった。そこで、近時は逆にアンカー数を減らす傾向にあるが、こ のようにアンカー数を減らすと1ケ所に作用する応力が大きくなり、アンカーボ ルトやボルトが大型化するだけでなくアンカーフレームおよびこのフレーム周り の補強も必要になることから経済性が悪くなるという問題点があった。However, in the former structure in which the anchor bolt and the anchor frame are combined, if the number of anchors is increased in order to reduce the size of the material, the position of the anchor bolt and the anchor frame will not match, while load distribution will be possible. There were many cases and the work was often complicated. Therefore, the number of anchors tends to decrease in recent years, but if the number of anchors is reduced like this, the stress acting on one place increases, and not only the anchor bolts and bolts become larger, but also the anchor frame and this There was a problem that economic efficiency deteriorated because reinforcement around the frame was also necessary.

【0005】 一方、後者はPC鋼棒に張力を与えて床板と壁高欄とを一体化するので特殊な 緊張作業を必要とするだけでなく、PC鋼棒とその挿通穴との不整合を阻止する ために壁高欄の長さを2m程度に設定するなどの工夫が必要となるだけでなく、 取付け作業が煩雑で長時間を要とするなどの問題あった。On the other hand, the latter applies tension to the PC steel rod and integrates the floorboard and the wall balustrade, so that not only a special tension work is required, but also a mismatch between the PC steel rod and its insertion hole is prevented. In order to do this, it is necessary not only to devise measures such as setting the length of the wall balustrade to about 2 m, but there is also the problem that the installation work is complicated and takes a long time.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

そこで、この考案では、アンカー手段を配設した床板に鉄筋コンクリート製壁 高欄を取付ける構造における前記鉄筋コンクリート製壁高欄の底部に底面が開放 した、例えば、テーパ状などの引抜き抵抗形状に設定した空隙部を設け、この空 隙部に床板から突設したアンカーボルトなどのアンカー手段を収容し、さらに前 記空隙部に無収縮性モルタルを充填して床板と壁高欄とを一体化する構造を採用 することにより、床板と壁高欄との取付作業の容易化と強度的にも充分な床板と 壁高欄との取付け構造を得ようとするものである。 Therefore, in the present invention, in the structure in which the reinforced concrete wall balustrade is attached to the floor plate on which the anchor means is arranged, the bottom of the reinforced concrete wall balustrade has an open bottom, for example, a void portion set to a pull-out resistance shape such as a tapered shape. An anchor means such as an anchor bolt protruding from the floor plate is housed in this space, and the space is filled with non-shrinkable mortar to integrate the floor plate and the wall balustrade. Thus, it is intended to facilitate the work of attaching the floor plate and the wall balustrade and to obtain a structure for attaching the floor plate and the wall balustrade that has sufficient strength.

【0007】 また、この場合、壁高欄に設けた空隙部にこの壁高欄本体側のアンカーボルト などを突設しておけば、空隙部に充填した無収縮性モルタルによる床板床板と壁 高欄との一体化をより確実に行なうことができ好適である。Further, in this case, if anchor bolts and the like on the main body of the wall balustrade are projected in the void provided in the wall balustrade, the floor plate and the wall balustrade of the non-shrinkable mortar filled in the void are provided. This is preferable because the integration can be performed more reliably.

【0008】[0008]

【作 用】[Work]

この考案に係る壁高欄の取付け構造では、空隙部に充填された無収縮性モルタ ルの硬化によって床板から突設したアンカーボルトなどのアンカー手段を固定保 持して床板と壁高欄とを一体化するものである。 In the mounting structure of the wall balustrade according to the present invention, the floor plate and the wall balustrade are integrated by fixing and holding anchor means such as anchor bolts protruding from the floor plate by hardening the non-shrinkable mortar filled in the void. To do.

【0009】[0009]

【実施例】【Example】

次に本考案に係る壁高欄の取付け構造の好適な実施例につき、添付図面を参照 しながら以下詳細に説明する。 A preferred embodiment of a wall balustrade mounting structure according to the present invention will now be described in detail with reference to the accompanying drawings.

【0010】 図1において、本考案に係る壁高欄の取付け構造は、プレキャスト鉄筋コンク リート製壁高欄20の底部22に所定形状の空隙部24を設け、この空隙部24 に予じめ床板26に埋め込み配置されたアンカー手段28を収容し、前記空隙部 24内に無収縮性高強度モルタル30を充填することにより、床板26と壁高欄 20とを一体化する構成となっている。Referring to FIG. 1, a wall balustrade mounting structure according to the present invention is provided with a void portion 24 of a predetermined shape in a bottom portion 22 of a wall balustrade 20 made of precast rebar concrete. The floor plate 26 and the wall balustrade 20 are integrated by accommodating the embedded anchoring means 28 and filling the void portion 24 with the non-shrinkable high-strength mortar 30.

【0011】 すなわち、プレキャスト鉄筋コンクリート製壁高欄20の底部22には、例え ば、直径280〜300mm程度のワインデイングパイプ32を埋設することによ りその断面形状が引抜き抵抗となるような空隙部24を形成するとともにこの空 隙部24内に壁高欄本体20a側のアンカーボルト34を突設させておく。That is, the bottom portion 22 of the precast reinforced concrete wall balustrade 20 has, for example, a void portion 24 whose cross-sectional shape serves as pulling resistance by embedding a winding pipe 32 having a diameter of about 280 to 300 mm. The anchor bolt 34 on the wall balustrade main body 20a side is projected in the space 24.

【0012】 また、前記アンカーボルト34には本実施例のようにスパイラル筋36を巻装 しておくのが好ましく、さらには空隙部24の断面形状を逆テーパ状などにして 引抜き抵抗に対抗する形状として構成すれば、ワインデイングパイプの埋設を省 略することもできる。In addition, it is preferable that the anchor bolt 34 is wound with a spiral streak 36 as in the present embodiment, and further, the cross-sectional shape of the void portion 24 is reverse tapered so as to oppose pull-out resistance. If it is configured as a shape, it is possible to omit the embedding of the winding pipe.

【0013】 なお、前記プレキャスト鉄筋コンクリート製壁高欄20の底部22四隅には、 この壁高欄20を床板26に設置する際の間隙設定に使用する位置決ボルト38 を夫々突設する。Positioning bolts 38 used for setting a clearance when the wall balustrade 20 is installed on the floor board 26 are provided at four corners of the bottom 22 of the precast reinforced concrete wall balustrade 20.

【0014】 一方、床板26に埋め込み配置されたアンカー手段28は、所定距離離間させ て配置したアンカーボルト40、40にスパイラル筋36を夫々巻装するととも にこれらのアンカーボルト40、40間を支圧板42を介して接続することによ り構成するが、壁高欄20の空隙部24にこのアンカー手段28を収容した際、 高欄本体20a側から突設したアンカーボルト34の位置と略90度偏倚した位 置に配置しておく。On the other hand, the anchor means 28 embedded in the floor plate 26 winds the spiral streaks 36 around the anchor bolts 40, 40 arranged at a predetermined distance, and supports the anchor bolts 40, 40 between them. Although it is configured by connecting via a pressure plate 42, when the anchor means 28 is housed in the void portion 24 of the wall balustrade 20, the anchor bolt 34 is protruded from the balustrade main body 20a side and is offset by approximately 90 degrees. Place it in the specified position.

【0015】 次に、床板26に壁高欄20を取付けて一体化する作業の手順を説明すると、 まず、壁高欄20底部の空隙部24に床板26のアンカー手段28を収容してこ の壁高欄20を床板26上の所定位置に設置するのであるが、この時、壁高欄2 0底部の位置決ボルト38にめくらナット44を装着して適宜調整することによ り床板26の基準面Bと壁高欄20底面との間に、例えば、30mm程度の間隙が 形成されるように設定する。Next, the procedure of the work for attaching the wall balustrade 20 to the floor plate 26 and integrating them will be described. First, the anchor means 28 of the floor plate 26 is housed in the void portion 24 at the bottom of the wall balustrade 20. Is installed at a predetermined position on the floor plate 26. At this time, the blind nut 44 is attached to the positioning bolt 38 at the bottom of the wall balustrade 20 and the adjustment is properly performed, so that the reference plane B of the floor plate 26 and the wall can be adjusted. It is set so that a gap of, for example, about 30 mm is formed with the bottom surface of the balustrade 20.

【0016】 ついで、床板26の基準面Bと壁高欄20底面との間隙外側を粘着テープなど 適宜の閉塞手段を使用して一部を残して閉塞し、間隙の開口部分を介して壁高欄 20の空隙部24内に挿入したモルタル注入ホースによりこの空隙部24内に無 収縮性高強度モルタル30を充填して硬化させ、モルタルの硬化後に前記閉塞手 段を取り外せばよい。Then, the outside of the gap between the reference surface B of the floor plate 26 and the bottom surface of the wall balustrade 20 is closed using an appropriate closing means such as an adhesive tape to leave a part of the gap, and the wall balustrade 20 is opened through the opening of the gap. The non-shrinkable high-strength mortar 30 is filled in the void 24 by a mortar injection hose inserted in the void 24, and is cured, and after the mortar is cured, the closing means may be removed.

【0017】[0017]

【考案の効果】[Effect of the device]

このように、本考案に係る壁高欄の取付け構造によれば、床板から突設したア ンカー手段と高欄底部の空隙部との整合(穴合わせ)を容易に行なえるのでアン カーピッチを小さくしても長い壁高欄で充分対応することができ、一体化作業も 極めて簡便に行なうことができる。 As described above, according to the wall balustrade mounting structure of the present invention, it is possible to easily perform alignment (hole matching) between the anchor means projecting from the floor plate and the void portion at the bottom of the balustrade, so that the anchor pitch can be reduced. It is possible to cope with long wall balustrade, and the integration work can be performed very easily.

【0018】 また、空隙部に充填した無収縮性高強度モルタルにより床板と壁高欄とを一体 化するので一部のアンカーボルトのみに応力が集中することもないのでアンカー 手段の小型化を図ることができ、従って、従来のように大きなアンカーフレーム や定着部まわりの補強も不要となり、さらにはPC工などの特殊作業も省略でき るので取付け作業が容易で強度的にも充分な床板と壁高欄との取付け構造を得る ことができる等種々の利点を有しその実用的効果は極めて大きい。Further, since the floorboard and the wall balustrade are integrated by the non-shrinkable high-strength mortar filled in the voids, stress is not concentrated only on some anchor bolts, so that the anchor means can be downsized. Therefore, it is not necessary to reinforce a large anchor frame and the surroundings of the fixing part as in the past, and special work such as PC work can be omitted, so that the installation work is easy and the strength of the floor plate and wall balustrade is sufficient. It has various advantages, such as the ability to obtain a mounting structure for, and its practical effect is extremely large.

【0019】 以上、本考案に係る壁高欄の取付け構造の好適な実施例につき説明したが、本 考案はこの実施例に限定されるものではなく、例えば、壁高欄の空隙部に突設し たアンカーボルトを省略して取付け作業の更なる容易化を図るなど本考案の精神 を逸脱しない範囲内において種々の改変をなし得ることは勿論である。The preferred embodiment of the wall balustrade mounting structure according to the present invention has been described above. However, the present invention is not limited to this embodiment, and the wall balustrade may be provided, for example, in a void portion of the wall balustrade. It goes without saying that various modifications can be made without departing from the spirit of the present invention, such as omitting the anchor bolts and facilitating the mounting work.

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案に係る壁高欄の取付け構造の好適な実施
例を示す断面説明図である。
FIG. 1 is a sectional view showing a preferred embodiment of a wall balustrade mounting structure according to the present invention.

【図2】図1に示す壁高欄の取付け構造のA−A線断面
説明図である。
2 is a cross-sectional view taken along line AA of the wall balustrade mounting structure shown in FIG. 1. FIG.

【図3】従来における壁高欄の取付け構造を示す断面説
明図である。
FIG. 3 is a cross-sectional explanatory view showing a conventional wall balustrade mounting structure.

【図4】従来における壁高欄の別の取付け構造を示す断
面説明図である。
FIG. 4 is a cross-sectional explanatory view showing another conventional mounting structure for a wall balustrade.

【符号の説明】[Explanation of symbols]

20 壁高欄、 22 底部、 24 空隙
部、26 床板、 28 アンカー手段、 30
モルタル、32 ワインデイングパイプ、 34アンカ
ーボルト、36 スパイラル筋、 38 位置決ボル
ト、 40 アンカーボルト、42 支圧板、 44
めくらナット、
20 wall balustrade, 22 bottom part, 24 void part, 26 floor plate, 28 anchor means, 30
Mortar, 32 Winding pipe, 34 Anchor bolt, 36 Spiral streak, 38 Positioning bolt, 40 Anchor bolt, 42 Bearing plate, 44
Blind nut,

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 アンカー手段を配設した床板に鉄筋コン
クリート製壁高欄を取付ける構造において、前記壁高欄
の底部に底面が開放した所定形状の空隙部を形成し、こ
の空隙部に床板から突設したアンカーボルト等のアンカ
ー手段を収容し、さらに前記空隙部に無収縮性モルタル
を充填して床板と壁高欄とを一体化することを特徴とす
る壁高欄の取付け構造。
1. A structure in which a reinforced concrete wall balustrade is attached to a floor plate provided with anchor means, wherein a void having a predetermined shape with an open bottom is formed at the bottom of the wall balustrade, and the void is projected from the floorboard. An attachment structure for a wall balustrade, wherein an anchor means such as an anchor bolt is housed, and the space is filled with non-shrinkable mortar to integrate the floor board and the wall balustrade.
【請求項2】 壁高欄に形成した空隙部に壁高欄本体側
からのアンカーボルトを突設することからなる請求項1
に記載の壁高欄の取付け構造。
2. An anchor bolt projecting from the wall balustrade main body side is provided in a void portion formed in the wall balustrade.
The mounting structure for the wall balustrade described in.
JP1991103785U 1991-11-22 1991-11-22 Precast rebar concrete wall balustrade mounting structure Expired - Lifetime JP2511379Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991103785U JP2511379Y2 (en) 1991-11-22 1991-11-22 Precast rebar concrete wall balustrade mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991103785U JP2511379Y2 (en) 1991-11-22 1991-11-22 Precast rebar concrete wall balustrade mounting structure

Publications (2)

Publication Number Publication Date
JPH0547012U true JPH0547012U (en) 1993-06-22
JP2511379Y2 JP2511379Y2 (en) 1996-09-25

Family

ID=14363069

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991103785U Expired - Lifetime JP2511379Y2 (en) 1991-11-22 1991-11-22 Precast rebar concrete wall balustrade mounting structure

Country Status (1)

Country Link
JP (1) JP2511379Y2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004092099A (en) * 2002-08-30 2004-03-25 Fujita Corp Balustrade constructing method using precast concrete balustrade, precast concrete balustrade, and structure for fixing the same
JP2018165467A (en) * 2017-03-28 2018-10-25 オリエンタル白石株式会社 Installation structure of precast wall balustrade
JP2019044550A (en) * 2017-09-07 2019-03-22 オリエンタル白石株式会社 Joining structure between concrete member
JP2021067075A (en) * 2019-10-23 2021-04-30 オリエンタル白石株式会社 PCa wall balustrade, wall balustrade structure, and method of constructing wall balustrade structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03176505A (en) * 1989-09-14 1991-07-31 Mitsubishi Heavy Ind Ltd Execution method of steel plate concrete wall balustrade

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03176505A (en) * 1989-09-14 1991-07-31 Mitsubishi Heavy Ind Ltd Execution method of steel plate concrete wall balustrade

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004092099A (en) * 2002-08-30 2004-03-25 Fujita Corp Balustrade constructing method using precast concrete balustrade, precast concrete balustrade, and structure for fixing the same
JP2018165467A (en) * 2017-03-28 2018-10-25 オリエンタル白石株式会社 Installation structure of precast wall balustrade
JP2019044550A (en) * 2017-09-07 2019-03-22 オリエンタル白石株式会社 Joining structure between concrete member
JP2021067075A (en) * 2019-10-23 2021-04-30 オリエンタル白石株式会社 PCa wall balustrade, wall balustrade structure, and method of constructing wall balustrade structure

Also Published As

Publication number Publication date
JP2511379Y2 (en) 1996-09-25

Similar Documents

Publication Publication Date Title
US7669333B2 (en) Method for providing attachments between a concrete part to a further part
JPH0547012U (en) Wall balustrade mounting structure
JP3251262B2 (en) PC board mounting method and mounting structure
JP4483087B2 (en) Anchor bolt construction method
JPH0913302A (en) Installation method and structure of directly connected sleeper
JPH093913A (en) Column base fixing method for steel pipe column
JPS5854489Y2 (en) Fastener base mounting device in buildings
JPS63184665A (en) Method for embedding anchor for mounting handrail support
JPH10238132A (en) Vibration-resistant reinforcing mehtod
JPH0115774Y2 (en)
JPH10131291A (en) Column base fixing device and its method
JP3409022B2 (en) Manhole wall fastener
JP3000448B2 (en) Construction method of protruding independent stairs
JPH0524296B2 (en)
JP2893572B2 (en) Mounting structure for fittings such as sashes, doors, and sashes, and dry fitting mounting method using the mounting structure
KR19980072050A (en) Curtain wall fixture and installation method
JPS6311255Y2 (en)
JP2001279829A (en) Connection method and member
JPS62160339A (en) Method for arranging concrete embedded metal fittings
JPH0753629Y2 (en) Buried type emergency equipment storage box
JPS5932684Y2 (en) Grout cap for anchorage in prestressed concrete construction
JPS5853849Y2 (en) Base metal fittings mounting device
JPS6242055Y2 (en)
JPH06316984A (en) Panel unit
JP3579813B2 (en) Reinforcement structure of existing building and its construction method