JPS5848397B2 - Method of constructing bottom slab of concrete floating body - Google Patents
Method of constructing bottom slab of concrete floating bodyInfo
- Publication number
- JPS5848397B2 JPS5848397B2 JP51094310A JP9431076A JPS5848397B2 JP S5848397 B2 JPS5848397 B2 JP S5848397B2 JP 51094310 A JP51094310 A JP 51094310A JP 9431076 A JP9431076 A JP 9431076A JP S5848397 B2 JPS5848397 B2 JP S5848397B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- plate
- floating body
- concrete plate
- surface treatment
- 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
- 239000004567 concrete Substances 0.000 title claims description 46
- 238000007667 floating Methods 0.000 title claims description 20
- 238000000034 method Methods 0.000 title claims description 7
- 238000004381 surface treatment Methods 0.000 claims description 20
- 229920005989 resin Polymers 0.000 claims description 11
- 239000011347 resin Substances 0.000 claims description 11
- 238000009415 formwork Methods 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 4
- 239000004035 construction material Substances 0.000 claims description 2
- 239000011178 precast concrete Substances 0.000 claims description 2
- 239000011513 prestressed concrete Substances 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 claims 1
- 230000001070 adhesive effect Effects 0.000 claims 1
- 238000005266 casting Methods 0.000 claims 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 5
- 238000005299 abrasion Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000010926 purge Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000007767 bonding agent Substances 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- AOSZTAHDEDLTLQ-AZKQZHLXSA-N (1S,2S,4R,8S,9S,11S,12R,13S,19S)-6-[(3-chlorophenyl)methyl]-12,19-difluoro-11-hydroxy-8-(2-hydroxyacetyl)-9,13-dimethyl-6-azapentacyclo[10.8.0.02,9.04,8.013,18]icosa-14,17-dien-16-one Chemical compound C([C@@H]1C[C@H]2[C@H]3[C@]([C@]4(C=CC(=O)C=C4[C@@H](F)C3)C)(F)[C@@H](O)C[C@@]2([C@@]1(C1)C(=O)CO)C)N1CC1=CC=CC(Cl)=C1 AOSZTAHDEDLTLQ-AZKQZHLXSA-N 0.000 description 1
- 229940126657 Compound 17 Drugs 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 239000011371 regular concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
本発明は、パージ、ポンツール等の鉄筋コンクリート造
り浮体の構築工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for a reinforced concrete floating body such as a purge or a pontoor.
近年、比較的大形の海上浮上体であって、船舶等の運輸
機関の如くその移動性を目的としないもの、例えばパー
ジ、ポンツール、浮防波堤、浮ドック等々を、鉄筋コン
クリート造りとする技術が大いに開発された。In recent years, technology has been developed to construct relatively large offshore floating bodies that are not intended for mobility, such as transportation vehicles such as ships, such as purges, pontoons, floating breakwaters, floating docks, etc., using reinforced concrete. greatly developed.
そしてこれらの浮上構造物の構築についての技術は相当
進歩し、且つコンクリート構築物の透水性防止に関する
技術も相当に進歩した。The technology for constructing these floating structures has advanced considerably, as has the technology for preventing water permeability of concrete structures.
ところで最も単純作業とされていた透水防止その他の構
築物外表面に対する処理作業において、巨大物の外表面
に蟻穴をも残さず完全に施工することの困難性が大きく
クローズアップされてきた。By the way, in the process of treating the external surfaces of structures, such as preventing water permeation, which is considered to be the simplest work, the difficulty of completely completing the process without leaving any dovetail holes on the external surface of huge objects has been brought into sharp focus.
そして、浮体が大規模になると、構築に当って先ず仮設
される底版支持仮設物も大型化し、躯体コンクリート打
設後に行う外表面処理は困難な場合が多く、特に底部外
表面の塗装、吹付等の表面処理は上向きにて行わなけれ
ばならず極めて困難となった。When a floating structure becomes large-scale, the bottom support temporary structures that are first installed during construction also become larger, and it is often difficult to perform external surface treatment after pouring concrete for the structure, especially painting, spraying, etc. on the outer surface of the bottom. The surface treatment had to be carried out facing upward, making it extremely difficult.
そこで本発明は、予め必要な表面処理を施した所謂PC
板と称されるコンクリート板状体を使用すると共に該コ
ンクリート板状体相互の接続部分についても適宜の処理
により躯体の前記表面処理の困難性を克服したものであ
る。Therefore, the present invention provides a so-called PC that has undergone necessary surface treatment in advance.
The difficulty of surface treatment of the building frame is overcome by using concrete plate-like bodies called plates and by appropriately treating the joints between the concrete plate-like bodies.
本発明に係る鉄筋コンクリート造り浮体の底版構築方法
は、図面に示す如く、鉄筋コンクリート造り浮体を構築
するに当り、先ず縦横に、適宜な距離間隔をとって構合
材1 2 . 1 2’を組む等の方法で浮体の底版支
持構台11を組立てる。As shown in the drawings, the method for constructing the bottom slab of a floating body made of reinforced concrete according to the present invention is as follows: When constructing a floating body made of reinforced concrete, first, structural members 1 2 . 1 Assemble the bottom support gantry 11 of the floating body by assembling 2'.
次で、従来方法であれば、コンクリート打設用の型枠板
を前記底版支持台11上に仮設し、その上に鉄筋コンク
リートを打設すべきところを、本発明はコンクリート打
設用型枠板に替えて、別途作成したところの一表面に防
水性、耐衝撃性、耐摩耗性等の所要性能を有する表面処
理を施した所謂PC板13を適宜の接続間隙をとって前
記構台11上に直接配設する。Next, in the conventional method, a formwork plate for concrete pouring would be temporarily installed on the bottom slab support 11, and reinforced concrete would be poured thereon, but the present invention uses a formwork plate for concrete pouring. Instead, a so-called PC board 13, which is separately prepared and whose surface has been subjected to surface treatment with required performance such as waterproofness, impact resistance, and abrasion resistance, is placed on the gantry 11 with an appropriate connection gap. Place directly.
但し前記PC板13相互の接続部分となる間隙にのみ、
予め型枠板16を仮設して置く。However, only in the gaps where the PC boards 13 are connected to each other,
The formwork board 16 is temporarily installed in advance.
この様に底版支持構台11上に配設されたPC板13相
互間即ち、PC板埋込鉄筋の接続用端部15が現れてい
る間隙に対しては、レジコンクリート17を適宜厚さに
打設する。In this way, between the PC boards 13 arranged on the bottom support pedestal 11, that is, in the gaps where the connection ends 15 of the embedded reinforcing bars in the PC boards are exposed, resist concrete 17 is poured to an appropriate thickness. Set up
このレジンコンクリートは、PC板との接着性は勿論、
硬化後の外表面が耐水性、耐摩耗性、耐衝撃性に優れて
おり、且つ無収縮性のものを使用することは云う迄もな
い。This resin concrete has excellent adhesion with PC boards as well as
Needless to say, a material whose outer surface after hardening has excellent water resistance, abrasion resistance, and impact resistance, and is non-shrinkable is used.
上述の如く本発明は、構台材1 2 , 1 2’・・
・・・・を所望の型に組み仮設支持構台11を架設した
後、予め所望形状に或形したコンクリート板状体13接
続部間隙に相当する構台材12’,17間に型枠16を
仮設し、次で前記構台11上に予め所要外表面処理を施
した型枠を兼ねたコンクリート板状体13を配設し、然
る後、前設の型枠板16上にレンジコンクリート等の接
続剤17を注設し、その後所定のコンクリート18打設
を施すことを特徴とする浮体の底版構築方法である。As mentioned above, the present invention provides construction materials 1 2 , 1 2'...
After assembling ... into a desired shape and erecting the temporary support pedestal 11, a formwork 16 is temporarily installed between the pedestal materials 12' and 17 corresponding to the gap between the joints of the concrete plate 13, which have been previously shaped into a desired shape. Next, a concrete plate-like body 13 which also serves as a formwork is placed on the gantry 11 and has been subjected to the required external surface treatment in advance, and after that, a range concrete or the like is connected to the previously installed formwork plate 16. This is a method for constructing a bottom slab of a floating body, which is characterized by pouring a compound 17 and then pouring a predetermined concrete 18.
従って、本発明により構築されるパージ、浮ドック等犬
型の躯体底版外表面はPC板等の予め外表面処理を施し
たコンクリート板状体13で覆われる故、躯体構築後に
底版外表面に耐水処理等の表面処理を施す必要が無くな
る。Therefore, since the outer surface of the bottom plate of a dog-shaped frame such as a purge or a floating dock constructed according to the present invention is covered with a concrete plate-like body 13 that has been subjected to an external surface treatment such as a PC board, the outer surface of the bottom plate is waterproof after the frame is constructed. There is no need to perform surface treatment such as treatment.
尚、予め外表面処理を施したコンクリート板状体13は
工場等で別途製作されるものであり、通常のコンクリー
トを打設して板状体を作成し、脱型後反転して外表面を
上方にしてエポキシ樹脂等を塗布して作或する場合や、
コンクリートエポキシ樹脂等を混入してレジンコンクリ
ート又はレジンモルタルとしたものを型枠表面(コンク
リーI・板状体の外表面)に薄く打設し、その後に配筋
し、通常のコンクリートを打設してコンクリート板状体
13とする場合等がある。The concrete plate-shaped body 13, which has been subjected to external surface treatment in advance, is manufactured separately in a factory or the like, and the plate-shaped body is created by pouring ordinary concrete, and after demolding, it is turned over and the external surface is treated. When it is made by applying epoxy resin etc. upward,
Concrete A thin layer of resin concrete or resin mortar mixed with epoxy resin, etc. is placed on the formwork surface (concrete I/outer surface of the plate), then reinforcement is placed, and regular concrete is placed. There are cases where the concrete plate-like body 13 is formed by using the same.
この様に本発明はコンクリート造り浮体を構築した後に
その躯体底版の表面処理を行うのでなく、所望形状に或
形したコンクリート板状体に予め外表面処理を施し、該
コンクリート板状体13をもって型枠とし、以てコンク
リート18を打設する故、仮設支持構台11上に従来の
如く底版用型枠板を組むことなくコンクリート造り浮体
の底版を構築することができ、又、底版の表面処理を躯
体構築後に行うのではなく、工場等で製作した躯体より
も小さなコンクリート板状体に対し表面処理を行う方法
である故、処理の取扱いが容易となり防水性耐撃性、耐
摩耗性等の所要の特性を有する表面処理の時間的短縮、
労力の軽減が可能となるのみならず、比較的小形の板状
体に工場等で表面処理を行う故高品質の表面処理を施す
ことができ、又、処理剤の選択範囲も広くなる等の利点
がある。In this way, the present invention does not perform surface treatment on the bottom plate of the concrete floating body after constructing it, but instead performs an external surface treatment on a concrete plate-like body shaped into a desired shape in advance, and then uses the concrete plate-like body 13 to form the mold. Since the concrete 18 is cast as a frame, it is possible to construct the bottom slab of a concrete floating body on the temporary support pedestal 11 without assembling a form board for the bottom slab as in the past, and the surface treatment of the bottom slab can be done easily. This method does not perform surface treatment after constructing the frame, but instead performs surface treatment on a concrete plate that is smaller than the frame manufactured in a factory, etc., making it easier to handle and achieving the required properties such as waterproofness, impact resistance, and abrasion resistance. Time reduction of surface treatment with the characteristics of
This not only makes it possible to reduce labor, but also enables high-quality surface treatment to be applied to relatively small plate-shaped objects in factories, etc., and also allows for a wider selection of treatment agents. There are advantages.
この様に工場で製作した高品質の表面処理を施したPC
板等、予め表面処理を施したコンクリート板状体13を
用いる本発明は表面処理を施したコンクリート板状体を
用いて躯体外表面とする故、その接続部だけを現場にて
丁寧に施工すれば浮体底部の躯体コンクリート打設後の
外表面処理を不要とすることができ、コンクリート板状
体13の接続部において、PC板埋込鉄筋をもって強力
に接続させる場合にも、適当なレジンコンクリー1・、
レジンモルタル等を選択し使用することにより、比較的
容易且つ迅速に、躯体の外表面を所望通りの特性とした
浮体の底部構築ができる。A PC manufactured in a factory with high-quality surface treatment like this
In the present invention, which uses a concrete plate-like body 13 that has been surface-treated in advance, such as a board, the concrete plate-like body that has been surface-treated is used as the outer surface of the frame, so only the connecting portions need to be carefully constructed on site. In this case, it is possible to eliminate the need for external surface treatment after pouring concrete at the bottom of the floating body, and even when connecting the concrete plate-like bodies 13 with reinforcing bars embedded in PC boards, suitable resin concrete 1 can be used.・、
By selecting and using a resin mortar or the like, it is possible to relatively easily and quickly construct the bottom of a floating body with desired characteristics on the outer surface of the body.
そして、浮体底部構築に当り、底部仮設支持構台11の
架設後は、PC板上における作業のみとなり、作業が明
確化し、施工管理、安全管理が容易となり、且つ、浮体
底版構築後に底版用型枠板の解体を要しない故、作業の
単純化が促進される等種々の利点を有する。In constructing the bottom of the floating body, after the temporary bottom support pedestal 11 is erected, the work is only done on the PC board, which clarifies the work and facilitates construction management and safety management. Since it is not necessary to disassemble the board, it has various advantages such as simplifying the work.
尚、コンクリート板状体13はPC板と称されるプレス
トレスコンクリート板に限ることなく、プレキャストコ
ンクリート板、その他予め所望形状に成形した特殊コン
クリートによる製品を使用し得ることは論じる迄もない
が、当面はPC板が強度重量、等の点から無難な材料で
ある。It goes without saying that the concrete plate 13 is not limited to a prestressed concrete plate called a PC board, but may also be a precast concrete plate or other special concrete products preformed into a desired shape. For the time being, PC boards are a safe material in terms of strength, weight, etc.
そして又、接合剤はレジンコンクリート、レジンモルタ
ルに限ることはないが、例えばPC板相互を接続する場
合の如く鉄筋がその間隙に現われるときは、間隙の充填
を兼ねた接続剤としてレジンコンクリート、レジンモル
タルが当面経済的である。The bonding agent is not limited to resin concrete or resin mortar, but when reinforcing bars appear in the gap, such as when connecting PC boards, resin concrete or resin can be used as a bonding agent that also fills the gap. Mortar is economical for the time being.
【図面の簡単な説明】
第1図は本発明に係る実施例要部斜視図にして、第2図
は構築した底版上に鉄筋コンクリート打設する実施例の
要部斜視図を示す。
11一底版支持構台、12一構台材、13一PC板、1
4=PC板外側端面、1 5 =PC板埋込鉄筋、16
一接続剤注設用型枠板、17一接続剤、18一底版上面
打設コンクリーI・、19一上面コンクリート鉄筋。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of the main parts of an embodiment according to the present invention, and FIG. 2 is a perspective view of the main parts of an embodiment in which reinforced concrete is poured on a constructed bottom slab. 11 one-bottom support gantry, 12 one-bottom pedestal, 131 PC board, 1
4 = PC board outer end surface, 1 5 = PC board embedded reinforcing bar, 16
1. Form board for pouring connecting agent, 17. Connecting agent, 18. Concrete pouring on top of bottom plate I., 19. Concrete reinforcing bar on top.
Claims (1)
予め所望形状に或形したコンクリート板状体の接続部間
隙に相当する構合材間に型枠板を仮設し、次で前記構台
上に予め所望形状に成形し、且つ所望の外表面処理を施
し型枠を兼ねたコンクリート板状体を配設し、然る後前
記コンクリート板状体を適宜接続剤をもって充填接続し
、その後所定のコンクリート打設を施すことを特徴とす
るコンクリート造り浮体の底版構築方法。 2 所望形状に或形し且つ所要の外表面処理を施し、型
枠を兼ねるコンクリート板状体としてプレストレスコン
クリート板又はプレキャストコンクリート板を用いるこ
とを特徴とする第1項記載のコンクリート造り浮体の底
版構築方法。 3 コンクリート板状体を接続する接着剤としてレジン
コンクリ−1・又はレジンモルタルを使用することを特
徴とする第1項又は第2項記載のコンクリート造り浮体
の底版構築方法。[Claims] 1. After assembling the structural members into a desired shape and erecting a temporary support base,
A form board is temporarily installed between the construction materials corresponding to the connection gap of the concrete plate-shaped body pre-shaped into a desired shape, and then formed into the desired shape in advance on the gantry, and the desired outer surface treatment is applied. A bottom plate of a concrete-made floating body, characterized in that a concrete plate-like body that also serves as a casting form is arranged, and then the concrete plate-like body is filled and connected with an appropriate connecting agent, and then a prescribed concrete is poured. Construction method. 2. The bottom plate of a concrete floating body according to item 1, characterized in that it is shaped into a desired shape and subjected to necessary external surface treatment, and uses a prestressed concrete plate or a precast concrete plate as a concrete plate-like body that also serves as a formwork. Construction method. 3. The method for constructing a bottom slab of a concrete floating body according to item 1 or 2, characterized in that resin concrete 1 or resin mortar is used as an adhesive for connecting the concrete plate bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51094310A JPS5848397B2 (en) | 1976-08-06 | 1976-08-06 | Method of constructing bottom slab of concrete floating body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51094310A JPS5848397B2 (en) | 1976-08-06 | 1976-08-06 | Method of constructing bottom slab of concrete floating body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5320296A JPS5320296A (en) | 1978-02-24 |
| JPS5848397B2 true JPS5848397B2 (en) | 1983-10-28 |
Family
ID=14106695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51094310A Expired JPS5848397B2 (en) | 1976-08-06 | 1976-08-06 | Method of constructing bottom slab of concrete floating body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5848397B2 (en) |
-
1976
- 1976-08-06 JP JP51094310A patent/JPS5848397B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5320296A (en) | 1978-02-24 |
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