JPH0347380B2 - - Google Patents
Info
- Publication number
- JPH0347380B2 JPH0347380B2 JP24098484A JP24098484A JPH0347380B2 JP H0347380 B2 JPH0347380 B2 JP H0347380B2 JP 24098484 A JP24098484 A JP 24098484A JP 24098484 A JP24098484 A JP 24098484A JP H0347380 B2 JPH0347380 B2 JP H0347380B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- building
- steel material
- reinforcing truss
- supporting steel
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 46
- 239000010959 steel Substances 0.000 claims description 46
- 239000000463 material Substances 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000010276 construction Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は縦物の移動工事に伴つて該建物の下に
組立てる移動枠工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a moving frame construction method for assembling a vertical structure under a building when the vertical structure is being moved.
（従来技術及びその問題点）
従来建物をそのまゝの状態で移動させるには第
１図のように当該建物の周囲と内側を掘り桁行
１，１側の基礎２の下と梁間３，３側の基礎４の
外側位置に所要間隔毎の支持鋼材５，５′…を押
入設置し、梁間３側の基礎４の両側に位置する支
持鋼材５，５′間には妻受木６，６′…を所要間隔
毎に架設した後互いの支持鋼材５，５′…を連結
鋼材７，７、連結金具等により連結して移動枠８
とし、この移動枠８の桁行１，１側を交互にジヤ
ツキアツプしながら該移動枠８の下に井桁を組み
レール、コロ、舟木等を設置して所要場所に建物
等を移動している。(Prior art and its problems) Conventionally, in order to move a building as it is, as shown in Figure 1, it is necessary to dig around and inside the building and under the foundation 2 on the side of girder rows 1 and 1 and between the beams 3 and 3. Support steel members 5, 5', etc. are pushed in and installed at required intervals on the outside of the foundation 4 on the side, and gable braces 6, 6 are placed between the support steel members 5, 5' located on both sides of the foundation 4 on the side between the beams 3. '... are erected at required intervals, and then the supporting steel members 5, 5'... are connected to each other by connecting steel members 7, 7, connecting fittings, etc., and the movable frame 8 is constructed.
Buildings and the like are moved to required locations by building cross beams under the movable frame 8, installing rails, rollers, boats, etc. while alternately jacking up the 1 and 1 sides of the movable frame 8.
然しながらこの方法によるときは梁間の荷重及
び桁行の一部の荷重が梁間側の両側の２本の支持
鋼材のみで受けることになるので、これら支持鋼
材に相当のたわみが生じて縦物を破損する危険性
があり移動後の修理が困難であると共に、耐震
性、耐火性も劣る等の欠点を有するようになる虞
れがある。 However, when using this method, the load between the beams and part of the load on the girder rows are received only by the two supporting steel members on both sides between the beams, which causes considerable deflection of these supporting steel members and causes damage to the vertical structure. It is dangerous and difficult to repair after moving, and there is a risk that it will have disadvantages such as poor earthquake resistance and fire resistance.
殊に土蔵、石蔵等の文化財指定のような重量建
築物のような場合は梁間側支持鋼材のたわみがよ
り大きくなつて破損個所がますます多く且大きく
なり、従つてこの種の重量建築物に従来移動方法
をとることは極めて困難なことゝされこの種の重
量建築物は解体移転しかできないものとされてい
る。 Especially in the case of heavy buildings such as earthen storehouses, stone storehouses, etc. designated as cultural properties, the deflection of the support steel between the beams becomes larger and the number of damaged areas becomes larger and larger. It is extremely difficult to move objects using conventional methods, and the only option for this type of heavy building is to dismantle it.
（問題点を解決する為の手段）
本発明は以上のような欠点を解消すべく研究さ
れたもので梁間側の両側に補強トラスを連結する
ことにより該支持鋼材のたわみがなくなり重量建
築物の移動に際しても破損することなく移動後の
建物の耐震性等の強度をそのまゝ維持できること
が分つた。(Means for Solving the Problems) The present invention has been researched to solve the above-mentioned drawbacks, and by connecting reinforcing trusses on both sides between the beams, the support steel does not bend and can be used in heavy buildings. It has been found that the earthquake resistance and other strength of the building can be maintained as it is without being damaged during the move.
本発明を図示の実施例により詳記すると建物１
１の周囲及び内側を基礎１２，１２，１３，１３
が露呈する深さまで掘り下げて、桁間１４，１４
間の基礎１２，１２の下にＩ型鋼等の支持鋼材１
５，１５′…を所定間隔毎に図示しないジヤツキ
により押入設置し、これら支持鋼材１５，１５′
…の両端部を桁間１４，１４の外側に突出させ、
これら支持鋼材１５，１５′の突出端部に当て木
１６、連結金具１７を介して連結鋼材１８，１８
を連結し、該連結鋼材１８，１８の端部は建物１
１の梁間１９，１９の外側に突出させておく。 The present invention will be described in detail with reference to the illustrated embodiment. Building 1
Base around and inside 1 12, 12, 13, 13
Dig down to a depth that exposes the gaps between the girders 14 and
Support steel material 1 such as I type steel is placed under the foundations 12 and 12 between
5, 15'... are pushed in and installed at predetermined intervals using jacks (not shown), and these supporting steel members 15, 15'
Both ends of ... protrude outside the girders 14, 14,
Connecting steel members 18, 18 are connected to the protruding ends of these supporting steel members 15, 15' via a batten 16 and a connecting fitting 17.
The ends of the connecting steel members 18, 18 are connected to the building 1.
It is made to protrude outside between the beams 19 and 19 of No. 1.
梁間１９，１９の基礎１３，１３の下には妻受
鋼材２０，２０′…を適当間隔毎に挿入して一端
を支持鋼材１５，１５nの嵌合溝２１に嵌合して
ずれ止めボルト２２により固定し、これら妻受鋼
材２０，２０′…の梁間１９，１９より外側に突
出する他端部は連結鋼材１８，１８間に架設した
第１補強トラス２３にターンバツクル２４を有す
る吊金具２５によつて緊締し、妻受鋼材２０，２
０′…を嵌着している支持鋼材１５，１５nの桁行
１４，１４の内側上には当て木２６を介して第２
補強トラス２７を載置し、連結金具２８により連
結して移動枠２９を構成する。 Under the foundations 13, 13 between the beams 19, 19, end bearing steel members 20, 20'... are inserted at appropriate intervals, and one end is fitted into the fitting groove 21 of the supporting steel members 15, 15n to secure the anti-slip bolts. 22, and the other ends of these end bearing steel members 20, 20', which protrude outward from the beam spaces 19, 19, are connected to the first reinforcing truss 23 installed between the connecting steel members 18, 18. Tighten with
On the inside of the columns 14, 14 of the supporting steel members 15, 15 n into which the 0'... are fitted, a second
A reinforcing truss 27 is mounted and connected by a connecting fitting 28 to form a moving frame 29.
（効 果）
本発明は叙上の如く建物の桁行側基礎の下に所
定間隔毎に支持鋼材を設置して互いの支持鋼材を
連結鋼材に連結し梁間側基礎の下には所定間隔毎
に妻受鋼材を挿入して該妻受鋼材の一端を支持鋼
材の嵌合溝に嵌合固定し、妻受鋼材の他端は連結
鋼材間に架設した補強トラスに吊金具を介して連
結し、前記妻受鋼材を嵌着した桁行間の支持鋼材
上には補強トラスを這装して互いに連結してあ
り、そのため梁間側の荷重は一対の補強トラスで
受けることができて中央部分のたわみがなく、又
補強トラスは連結鋼材或は支持鋼材の上に設置さ
れるので補強トラスは建物の荷重に耐えられる充
分な強度を持つた部材を使用することができる。(Effect) As described above, the present invention installs supporting steel members at predetermined intervals under the beam side foundation of a building, connects each supporting steel member to a connecting steel member, and installs supporting steel members at predetermined intervals under the beam side foundation. Inserting a gable steel material, fitting and fixing one end of the gable steel material into a fitting groove of the supporting steel material, and connecting the other end of the gable steel material to a reinforcing truss installed between the connecting steel materials via a hanging fitting, A reinforcing truss is installed on the supporting steel between the girder rows into which the end bearing steel is fitted, and they are connected to each other. Therefore, the load between the beams can be received by the pair of reinforcing trusses, and the deflection of the central portion is reduced. Moreover, since the reinforcing truss is installed on the connecting steel members or the supporting steel members, the reinforcing truss can be made of a member having sufficient strength to withstand the load of the building.
又妻受鋼材の一端は支持鋼材の嵌合溝に嵌合固
定されているので揚方作業、移動作業中等に外れ
たりすることなく安全な作業をすることができ
る。又施工も比較的容易にできる。 One end of the end of the support steel member is fitted and fixed in the fitting groove of the support steel member, so that safe work can be performed without coming off during lifting work, moving work, etc. Also, construction is relatively easy.
第１図は従来移動枠工法の平面説明図、第２図
は本発明工法の正面説明図、第３図は第２図の要
部拡大説明図、第４図は本発明工法の側面説明
図、第５図は第４図の要部拡大説明図である。
１１は建物、１５，１５′…１５nは支持鋼材、
１８，１８は連結鋼材、２０，２０′…は妻受鋼
材、２１は嵌合溝、２２はずれ止めボルト、２３
は第１補強トラス、２５は吊金具、２７は第２補
強トラス、２８は連結金具。
Figure 1 is a plan view of the conventional moving frame method, Figure 2 is a front view of the method of the present invention, Figure 3 is an enlarged view of the main parts of Figure 2, and Figure 4 is a side view of the method of the present invention. , FIG. 5 is an enlarged explanatory view of the main part of FIG. 4. 11 is the building, 15, 15'...15 n is the supporting steel,
18, 18 are connecting steel materials, 20, 20'... are end receiving steel materials, 21 is a fitting groove, 22 is a retaining bolt, 23
2 is a first reinforcing truss, 25 is a hanging metal fitting, 27 is a second reinforcing truss, and 28 is a connecting metal fitting.
Claims (1)
材を設置して互いの支持鋼材を連結し、梁間側基
礎の下には所定間隔毎に妻受鋼材を挿入して該妻
受鋼材の一端を支持鋼材の嵌合溝に嵌合固定し、
妻受鋼材の他端は連結鋼材間に架設した補強トラ
スに吊金具を介して連結し、前記妻受鋼材を嵌着
した桁行間の支持鋼材上には補強トラスを這装し
て互いに連結することを特徴とする建物移動の移
動枠工法。1. Install supporting steel materials at predetermined intervals under the foundation on the girder side of the building and connect the supporting steel materials to each other, and insert steel supports at predetermined intervals under the foundation on the beam side to connect the support steel materials to each other. Fit and fix one end into the fitting groove of the supporting steel material,
The other end of the gable steel material is connected via a hanging fitting to a reinforcing truss installed between the connecting steel materials, and the reinforcing truss is placed over the support steel material between the girder rows into which the gable steel material is fitted, and the reinforcing truss is connected to each other. A moving frame construction method for moving buildings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24098484A JPS61117368A (en) | 1984-11-14 | 1984-11-14 | Moving frame construction method in movement of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24098484A JPS61117368A (en) | 1984-11-14 | 1984-11-14 | Moving frame construction method in movement of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61117368A JPS61117368A (en) | 1986-06-04 |
| JPH0347380B2 true JPH0347380B2 (en) | 1991-07-19 |
Family
ID=17067586
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24098484A Granted JPS61117368A (en) | 1984-11-14 | 1984-11-14 | Moving frame construction method in movement of building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61117368A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01280181A (en) * | 1988-05-06 | 1989-11-10 | Seiji Sakai | Transportation of building |
-
1984
- 1984-11-14 JP JP24098484A patent/JPS61117368A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61117368A (en) | 1986-06-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |