JPH1121842A - Construction method for road heating - Google Patents
Construction method for road heatingInfo
- Publication number
- JPH1121842A JPH1121842A JP21239897A JP21239897A JPH1121842A JP H1121842 A JPH1121842 A JP H1121842A JP 21239897 A JP21239897 A JP 21239897A JP 21239897 A JP21239897 A JP 21239897A JP H1121842 A JPH1121842 A JP H1121842A
- Authority
- JP
- Japan
- Prior art keywords
- panel
- layer panel
- heat medium
- lower layer
- fixing
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 58
- 238000010438 heat treatment Methods 0.000 title claims description 14
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 239000012779 reinforcing material Substances 0.000 claims abstract description 20
- 239000011810 insulating material Substances 0.000 claims abstract description 11
- 239000002184 metal Substances 0.000 claims abstract description 11
- 229910052751 metal Inorganic materials 0.000 claims abstract description 11
- 229920005989 resin Polymers 0.000 claims description 11
- 239000011347 resin Substances 0.000 claims description 11
- 239000004576 sand Substances 0.000 claims description 8
- -1 gravel Chemical compound 0.000 claims description 5
- 229920003002 synthetic resin Polymers 0.000 claims description 3
- 239000000057 synthetic resin Substances 0.000 claims description 3
- 238000002844 melting Methods 0.000 claims description 2
- 230000008018 melting Effects 0.000 claims description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims 4
- 229910010272 inorganic material Inorganic materials 0.000 claims 1
- 239000011147 inorganic material Substances 0.000 claims 1
- 239000000377 silicon dioxide Substances 0.000 claims 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 20
- 229910052742 iron Inorganic materials 0.000 abstract description 10
- 230000008439 repair process Effects 0.000 abstract description 5
- 238000000465 moulding Methods 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 90
- 239000002585 base Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 5
- 229920006337 unsaturated polyester resin Polymers 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005553 drilling Methods 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 3
- 238000007710 freezing Methods 0.000 description 3
- 230000008014 freezing Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229920000647 polyepoxide Polymers 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 238000010257 thawing Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004642 Polyimide Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229920006311 Urethane elastomer Polymers 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 229920006231 aramid fiber Polymers 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920001721 polyimide Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920005990 polystyrene resin Polymers 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229920002050 silicone resin Polymers 0.000 description 1
- 229920002379 silicone rubber Polymers 0.000 description 1
- 239000004945 silicone rubber Substances 0.000 description 1
- 239000005413 snowmelt Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Cleaning Of Streets, Tracks, Or Beaches (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、上層用パネル
(1)と下層用パネル(2)との二種類のパネルを用い
ることにより、従来行われていた施工現場での生コンク
リート充填、熱媒循環用パイプ、補強材の仮設等の作業
を省略して気候或いは天候等に左右されずに施工でき、
かつ該上層用パネルの破損の際はそれのみを交換でき、
しかも熱媒循環用パイプ(2c)の修理も容易に可能と
した熱媒循環式ロードヒーティング施工法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the use of two types of panels, an upper layer panel (1) and a lower layer panel (2), to fill a fresh concrete at a construction site, Work such as temporary installation of circulation pipes and reinforcing materials can be omitted, and construction can be performed without being affected by climate or weather, etc.
And when the upper layer panel is damaged, only it can be replaced,
In addition, the present invention relates to a heat medium circulating road heating construction method that can easily repair the heat medium circulating pipe (2c).
【0002】[0002]
【従来の技術】従来の融雪を目的とした熱媒循環式ロー
ドヒーティング施工法は、施工現場に施工用資材を持ち
込み、生コンクリートの充填と硬化、熱媒循環用パイ
プ、補強材、断熱材の埋設等いづれも施工現場で全ての
施工を行う工法であった。また、本発明のように、パネ
ルを上層と下層に分けて、前もって施工現場以外で生産
し、施工現場で組み立て或いは挿脱が可能でかつ天候、
気候に左右されずに施工できるものはなかった。また上
層用パネル、下層用パネル及び基礎部を一体化させる金
具類を、パネルの並設の際に螺入し、輸送に際して突起
部として邪魔にならないような固定用金具類の取り付け
方法はなかった。そのために、従来の工法は作業効率が
悪く低温時期と雨天での作業が困難であり、品質管理上
も好ましくなかった。また、従来の熱媒循環式ロードヒ
ーティング施工法は、一体成型であるために、表面の破
損或いは熱媒循環用パイプの機能低下等の修理の際に
は、全てを取り壊して再度基礎から施工するしか方法が
なかったために経費がかかっていた。2. Description of the Related Art Conventionally, a heat medium circulation type road heating construction method for snow melting is carried out by bringing construction materials to a construction site, filling and hardening of ready-mixed concrete, a heat medium circulation pipe, a reinforcing material, a heat insulating material. All of the construction methods, such as burial, were performed at the construction site. Further, as in the present invention, the panel is divided into an upper layer and a lower layer, and is produced in advance at a construction site, and can be assembled or inserted and removed at the construction site and weather,
Nothing could be constructed without being affected by the climate. Further, there has been no mounting method of fixing metal fittings that integrates the upper layer panel, the lower layer panel, and the metal fittings for integrating the base part when the panels are juxtaposed, and does not interfere with the projections during transportation. . For this reason, the conventional construction method has a poor work efficiency, and it is difficult to work in low temperature periods and in rainy weather, and is not preferable in quality control. In addition, since the conventional heat medium circulation type road heating construction method is an integral molding, when repairing such as damage to the surface or deterioration of the function of the heat medium circulation pipe, it is necessary to demolish all and reconstruct it from the foundation. Expensive because there was no other way but to do it.
【0003】[0003]
【発明が解決しようとする課題】従来の熱媒循環式ロー
ドヒーティング施工法には次のような欠点があった。施
工を現場で行う方法のために作業が煩雑であり、施工に
時間と経費が余分にかかる欠点があり、しかも、極めて
天候、気候に施工が左右されるために、施工を計画的に
できなかった。また、施工に時間がかかっていた。The conventional heat medium circulation type road heating method has the following drawbacks. Work is complicated due to the method of performing the construction on site, there is a disadvantage that extra time and expense are required for the construction, and because the construction is extremely affected by the weather and climate, the construction can not be planned systematically Was. In addition, the construction took time.
【0004】従来の熱媒循環式ロードヒーティング施工
法は、表面化粧層の交換が難しく、補修、交換に経費が
かかった。[0004] In the conventional heat medium circulation type road heating construction method, it is difficult to replace the surface decorative layer, and repair and replacement costs are required.
【0005】また、従来のようにコンクリートの中に熱
媒循環用パイプを埋設する工法は、循環用パイプの交換
が難しく、簡単な方法が望まれていた。In the conventional method of burying a heat medium circulating pipe in concrete, it is difficult to replace the circulating pipe, and a simple method has been desired.
【0006】また、現場施工のため製品と作業の管理が
難しく、施工が一定せず、安定した製品の製造が難しか
った。[0006] In addition, because of the on-site construction, it is difficult to manage products and work, and the construction is not constant, making it difficult to produce a stable product.
【0007】[0007]
【課題を解決するための手段】本発明での課題解決の手
段は、上層用パネル(1)と下層用パネル(2)の二層
のパネルを前もって製造し、これら二層のパネルを挿脱
可能とすることにより取り替え可能でかつ簡単に組み立
てられる工法を考案したことにある。従来のような現場
でのワイヤーメッシュ或いは鉄筋等補強材、断熱材、熱
媒循環用パイプの仮設等の工程と、生コンクリート充填
工程等の作業を省略したことにより、簡単にかつ品質の
優れた製品を形成できる手段を考案した。Means for solving the problems in the present invention is to manufacture a two-layer panel of an upper layer panel (1) and a lower layer panel (2) in advance, and insert and remove these two-layer panels. The present invention has devised a construction method which can be replaced and easily assembled by making it possible. Simple and excellent quality can be achieved by omitting the processes such as the temporary installation of reinforcing materials such as wire mesh or reinforcing bars, heat insulation material, pipes for heat medium circulation and the filling process of ready-mixed concrete, etc. Means have been devised that can form products.
【0008】また、本発明の上下二層のパネル化により
搬送上、現場施工の際の取扱を簡単にすることができ
た。同時に補修を容易にした。[0008] Further, the present invention makes it possible to simplify the handling during transport and on-site construction by forming the upper and lower panels of the present invention. At the same time, repairs were facilitated.
【0009】本発明は、施工の際に気候あるいは天候に
工程が左右されないことと、施工後の亀裂等の発生防止
を目的に上層用パネル(1)と下層用パネル(2)に分
けて現場以外で充分に養生した製品として生産し、施工
現場ではパネルの並設、重置を主体とした作業のみでロ
ードヒーティング施工を行うことにある。使用する上層
用パネル(1)と下層用パネル(2)は、それぞれ個別
に生産されたコンクリート製、或いは樹脂コンクリート
製であって、使用場所により強度を保持する目的で鉄
筋、鉄線、ワイヤーメッシュ、或いはカーボン繊維、ア
ラミド繊維、ガラス繊維の繊維状のもの及びこれらのメ
ッシュ状のものなどを補強材(5)として同時成型した
ものである。特に、樹脂コンクリートの場合に使用する
樹脂は、不飽和ポリエステル樹脂、エポキシ樹脂、アク
リル樹脂等の反応硬化型の合成樹脂が適しており、骨材
(砂利、砂等)との混合性が良く補強材との接着性の良
い樹脂を使用する。The present invention is divided into an upper panel (1) and a lower layer panel (2) for the purpose of preventing the process from being affected by climate or weather during construction and preventing cracks or the like after construction. In other words, the product is to be produced as a well-cured product, and to perform road heating at the construction site using only the work of mainly arranging and overlapping panels. The upper-layer panel (1) and the lower-layer panel (2) to be used are made of individually produced concrete or resin concrete, and are reinforced, iron wire, wire mesh, or the like for the purpose of maintaining strength depending on the place of use. Alternatively, a fibrous material such as carbon fiber, aramid fiber, or glass fiber, and a mesh material thereof are simultaneously molded as a reinforcing material (5). In particular, as the resin used in the case of resin concrete, a reaction-curable synthetic resin such as an unsaturated polyester resin, an epoxy resin, or an acrylic resin is suitable, and the mixture with the aggregate (gravel, sand, etc.) is well reinforced. Use a resin with good adhesion to the material.
【0010】上層用パネル(1)は、表面化粧層(1
a)と補強材を埋設したコンクリート層(1b)から成
り立っており、施工現場以外で設計に基づいて成型した
板状のものである。施工現場以外で前もって仕上げ加工
した表面化粧層(1a)は、コンクリートパネルの硬化
後に表面にタイル、レンガ、ロッキングブロック、天然
石等を接着剤で圧着する方法、表面に樹脂、骨材、着色
剤等の混合物を塗着、固化してレンガ、天然石、絵柄等
を造形する方法、或いは表面に塗料を塗着する等の方法
により形成することができる。また、上層用パネル
(1)には下層用パネル(2)との整合を目的とした固
定用差し込み金具(1d)が同時に埋設、成型されてお
り、現場での施工の際に螺入鉄棒(1e)を該下層用パ
ネルの凹状固定用受け金具(2f)に差し込めるように
してある。これにより、上層用パネル(1)と下層用パ
ネルは容易に挿脱が可能となった。The upper panel (1) has a surface decorative layer (1).
a) and a concrete layer (1b) in which a reinforcing material is buried. The surface decorative layer (1a), which has been finished beforehand at a place other than the construction site, is a method in which tiles, bricks, rocking blocks, natural stones, etc. are pressure-bonded to the surface after hardening of the concrete panel, and a resin, aggregate, coloring agent, etc. Can be formed by applying and solidifying a mixture of the above to form a brick, a natural stone, a pattern, or the like, or applying a paint to the surface. Further, a fixing fitting (1d) for the purpose of alignment with the lower panel (2) is embedded and molded in the upper panel (1) at the same time. 1e) can be inserted into the concave fixing bracket (2f) of the lower layer panel. As a result, the upper panel (1) and the lower panel can be easily inserted and removed.
【0011】下層用パネル(2)は、上層パネル(1)
と同様に施工現場以外で熱媒循環用パイプ(2c)、断
熱材(2d)(2e)、取り外し可能なアンカー(2
g)、固定用受け金具(2f)等を埋設して一体成型し
てあり、従来のように現場で補強材の吊着、熱媒循環用
パイプ、断熱材等の仮設をしないことを目的としたパネ
ルである。その具体的パネルの成型は、まず、あらかじ
め熱媒循環用パイプ(2c)の定設と断熱材(2d)充
填のための溝(2k)を考慮して設計した型の中に補強
材(5)、断熱材(2e)、固定用受け金具(2f)、
アンカー(2g)を挿着し、これに生コンクリート、樹
脂コンクリート等を充填、固化、養生して一体化する。
次いで、その成型物の熱媒循環用パイプ(2c)定設用
溝(2k)にパイプを仮設し、断熱材効果と固定を目的
に発泡性ウレタン樹脂を注入して下層用パネル(2)を
製造する。The lower panel (2) is an upper panel (1)
In the same manner as above, except for the construction site, the heat medium circulation pipe (2c), the heat insulating material (2d) (2e), and the detachable anchor (2)
g), the fixing bracket (2f) and the like are embedded and integrally molded, and the purpose is not to temporarily suspend the reinforcing material, heat pipe for circulating the heat medium, heat insulating material, etc. on site as in the past. Panel. To form the concrete panel, first, the reinforcing material (5) is placed in a mold designed in consideration of the setting of the heat medium circulation pipe (2c) and the groove (2k) for filling the heat insulating material (2d). ), Heat insulating material (2e), fixing bracket (2f),
An anchor (2 g) is inserted and filled with ready-mixed concrete, resin concrete, or the like, solidified, cured, and integrated.
Next, a pipe is temporarily provided in the heat medium circulation pipe (2c) fixed groove (2k) of the molded product, and a foamable urethane resin is injected for the purpose of heat insulating effect and fixing, thereby forming the lower layer panel (2). To manufacture.
【0012】ここで用いられる補強材(5)は、一般的
には鉄製のワイヤーメッシュ、或いは鉄筋である。ま
た、断熱材(2e)は、耐水性、耐アルカリ性、耐熱性
のあるものが適しているが、ポリスチレン樹脂発泡成型
物が一般的に用いられる。また、熱媒循環用パイプ(2
c)は、耐腐食性、耐寒性、柔軟性があり、しかも曲げ
加工性のすぐれたものが適しており、その例としてはポ
リエチレン製、ポリプロピレン製、ポリイミド製などの
合成樹脂製のものが用いられる。また、熱媒循環用パイ
プ(2c)の埋設、固着は、熱媒循環用パイプの溝(2
k)への定設後、断熱と固着を目的として発泡性ウレタ
ン樹脂を注入発泡させ溝(2k)をうめる。The reinforcing material (5) used here is generally an iron wire mesh or a reinforcing bar. As the heat insulating material (2e), a material having water resistance, alkali resistance, and heat resistance is suitable, but a polystyrene resin foam molded product is generally used. The heat medium circulation pipe (2
For c), those having corrosion resistance, cold resistance, flexibility, and excellent bending workability are suitable, and examples thereof include those made of synthetic resin such as polyethylene, polypropylene, and polyimide. Can be Further, the embedding and fixing of the heat medium circulating pipe (2c) are performed by using the groove (2
After setting to k), a foamable urethane resin is injected and foamed for the purpose of heat insulation and fixation, and the groove (2k) is filled.
【0013】本発明による施工手順は、基礎部(3)形
成からはじめる。該基礎部は、砂利、砂等を敷設した後
十分に圧締機にて固め、下層用パネル(2)が平均して
定設出来るように配慮する。特に、基礎部の表面層は粒
子の小さな砂を用いて、アンカーの定設を容易にする。
その際に、アンカーの定着を目的にアンカー挿入部分に
樹脂を前もって流し込みアンカーと一体化した樹脂含侵
部分(7)を硬化、形成するとさらに安定する。The construction procedure according to the invention starts with the formation of the foundation (3). After laying gravel, sand, etc., the foundation is sufficiently hardened with a pressing machine so that the lower layer panel (2) can be set up on average. In particular, the surface layer of the base uses small-particle sand to facilitate anchoring.
At this time, the resin is further poured into the anchor insertion portion for the purpose of fixing the anchor, and the resin-impregnated portion (7) integrated with the anchor is cured and formed, thereby further stabilizing the portion.
【0014】そして基礎部(3)上に下層用パネル
(2)を平面方向に列設し、随時該パネルの下部から出
ているアンカー(2g)を該基礎部に打設し固設する。
次いで下層用パネル相互の楔着を楔着用金具(4)で行
う。さらに、熱媒循環用パイプ(2c)を専用の結合用
金具(7d)で結合する。そして、上部からの水の進入
による冬期間の凍結、凍上防止を目的に、横平面に並設
した複数の下層用パネル間の衝合部(2j)をシリコン
ゴム、軟質エポキシ樹脂などの軟質系樹脂で封止し、該
下層用パネルの並設を終了する。[0014] Then, the lower layer panels (2) are arranged in a row in the plane direction on the base portion (3), and anchors (2g) protruding from the lower portion of the panel are cast into the base portion as required and fixed.
Next, the lower-layer panels are wedged with each other using the wedge-wearing bracket (4). Further, the heat medium circulating pipe (2c) is connected by a dedicated connection fitting (7d). Then, in order to prevent freezing and frost heaving in winter due to water entering from above, the abutting portion (2j) between the plurality of lower-layer panels juxtaposed on the horizontal plane is made of a soft material such as silicone rubber or soft epoxy resin. It seals with resin and completes the juxtaposition of the lower layer panel.
【0015】ついで、前もって下層パネルに合わせて設
計された上層用パネルの施工を行う。上層用パネル
(1)は、下層用パネル(2)と同様に施工現場以外の
場所で前もって製造するが、該上層用パネルと該下層用
パネルとは将来破損等による取り外しを要する場合のた
めに、取り外しを不可能にする接着等はせず、上層用パ
ネル固定用差し込み金具(1e)を下層用パネル固定用
受け金具(2f)の凹部に固定し取り外しが容易なよう
に構築する。上層用パネル(1)が下層用パネル(2)
の上に重設された時点で、横に並べられた該上層用パネ
ルの間には上層用パネル衝合部分(1c)に間隙が生じ
る。そのままではこの間隙から融雪水、雨水、洗浄水等
が進入し、凍結融解の原因となりうるために、この間隙
からの水の進入を防ぎ、さらに美観を考慮し、かつ取り
外し作業を阻害することない耐久性のある素材、例えば
ウレタン系ゴム、シリコン樹脂、軟質不飽和ポリエステ
ル系樹脂、軟質エポキシ系樹脂などの単独或いは顔料、
増量剤等を加えたものを注入して作業を終了する。Next, an upper layer panel designed in advance for the lower panel is constructed. The upper layer panel (1) is manufactured in advance at a place other than the construction site in the same manner as the lower layer panel (2), but the upper layer panel and the lower layer panel need to be removed due to damage or the like in the future. The upper panel fixing insert (1e) is fixed to the recess of the lower panel fixing receiver (2f) without any adhesion or the like that makes it impossible to remove, so that the upper panel fixing fixture (2f) is easily detached. Upper layer panel (1) is lower layer panel (2)
When the upper panels are overlapped, a gap is formed in the upper panel abutting portion (1c) between the upper panels arranged side by side. As it is, snowmelt water, rainwater, washing water, etc. enter from this gap and may cause freezing and thawing, so prevent water from entering this gap, further consider aesthetics, and do not hinder removal work Durable materials such as urethane rubber, silicone resin, soft unsaturated polyester resin, soft epoxy resin alone or pigment,
The work to which the filler and the like have been added is injected and the operation is completed.
【0016】本発明は、以上のような部材を施工現場以
外の場所で製造、準備し、施工現場ではパネルを組み立
てるだけの、かつ上層用パネルの取り替え及び補修工事
の容易な天候、気温等の自然条件に左右されにくい熱媒
循環式ロードヒーティング施工法である。さらに、冬期
間の施工が可能であり、かつ天候に左右されないために
施工費が大幅に節約でき、かつ品質管理の可能な施工法
である。According to the present invention, the above-mentioned members are manufactured and prepared at a place other than the construction site, and only the panels are assembled at the construction site. This is a heat medium circulation type road heating construction method that is hardly influenced by natural conditions. Furthermore, the construction method can be performed during the winter period and is not affected by the weather, so that the construction cost can be greatly reduced and the quality can be controlled.
【0017】[0017]
【発明の実施の形態】上層用パネル(1)と下層用パネ
ル(2)の二層のパネルからなり、該上層用パネルは、
表面化粧層(1a)を持ち、取り外し可能な固定用差し
込み金具(1d)と補強材(5)を埋設した板状のもの
であり、該下層用パネルは、補強材(5)、熱媒循環用
パイプ(2c)、断熱材(2d)(2e)、アンカー
(2g)固定用受け金具(2f)、を前もって埋設した
板状のものであって、これらのパネルを施工現場以外で
製造することにより施工現場では組み立て作業のみにて
施工でき、しかも該上層用パネルと該下層用が容易に取
り外し可能としたことで、該上層用パネルの破損、交換
等の場合には、簡単に該上層用パネルのみの交換で補修
できる熱媒循環式ロードヒーティング施工法。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An upper layer panel (1) and a lower layer panel (2) are composed of two layers.
It has a surface decorative layer (1a), and is a plate-like one in which a removable fixing plug (1d) and a reinforcing material (5) are embedded, and the lower layer panel is a reinforcing material (5), a heat medium circulating medium. Pipes (2c), heat insulating materials (2d) (2e), anchors (2g), and fixing brackets (2f) for fixing in advance, and manufacturing these panels outside of the construction site. In the construction site, only the assembly work can be performed at the construction site, and the upper layer panel and the lower layer can be easily removed, so if the upper layer panel is damaged or replaced, the upper layer panel can be easily replaced. Heat medium circulation type road heating construction method that can be repaired by replacing only the panel.
【0018】[0018]
【実施例】以下、実施例により本発明を説明するが、本
発明はその趣旨を超えないかぎり下記の実施例に限定さ
れるものではない。本発明の実施例について、添付図面
を参照にして説明する。 実施例1 以下、本発明の実施例1につき、図1、図2、図3、図
4、図5、図6、図7図8、図9で説明する。 (イ)本発明の施工法は、図1のよに圧締した基礎部
(3)上に、下層用パネル(2)を並設し、さらに上層
用パネル(1)を該下層用パネル上に重設しながら平面
方向に並設することにより簡単にかつ短時間で施工を行
うことのできる施工法である。 (ロ)該上層用パネルは、表面化粧層(1a)を持ち、
かつ補強材及び固定用差し込み金具(1d)を埋設し板
状品として製造した。先ず、コンクリート層(1b)
は、該上層用パネル用の型の中に補強材(5)を張着
し、更に固定用差し込み金具(1d)を定着させて生コ
ンクリートを充填して硬化し製造する。その後、十分に
養生してから表面化粧層(1a)の形成をおこなった。
補強材(5)は、スチールメッシュ用いた。固定用差し
込み金具(1d)は、図2のようにコンクリート内部で
一体化した金具(1d)とそれにつながる中空円筒形部
分からなっている。中空円筒形の内面には、下層用パネ
ル(2)の固定用受け金具(2f)に差し込む鉄棒(1
e)を螺入させるためにネジ部(1f)が螺刻してあ
る。表面化粧層(1a)は、コンクリート層(1b)を
製造後、十分に養生し、その表面に耐磨耗性タイルを常
温硬化型接着剤で接着して形成した。 (ハ)下層用パネル(2)は、強度を保持するための補
強材(5)、熱媒循環用パイプ(2c)、断熱材(2
e)、固定用受け金具(2f)、を上層用パネルの寸法
に合わせた型枠に設計にもとずいて配設し、生コンクリ
ートを充填し固化させた。この際、熱媒循環用パイプ
(2c)とそれを配設するための溝(2k)を連続して
形設すように型枠を造った。熱媒循環用パイプ接続用穿
削部(6A)は、熱媒循環用パイプ(2c)を結合する
ための溝であり、結合金具(6d)の取り付け操作が可
能な大きさに溝(2k)の一部として形成してある。補
強材(5)としては、スチールメッシュ用いた。該下層
用パネル成型後、ポリエチレン製パイプを溝(2k)に
配設し発泡性ウレタン樹脂を用いて固定した。固定用受
け金具(2f)は、アンカー(2g)とは分離したもの
であるがネジにより螺入接続できるように内面に螺刻
し、アンカーが螺入できるようにしした。 (ニ)このようにして、施工現場以外で製造したパネル
を該現場に搬送する直前に砂利及び砂等の骨材を敷設
し、圧締機によって十分に固め、下層用パネル(2)を
並設したとき隙間が出来ないよう均一に、かつ平滑に
し、基礎部(3)を形成した。この際、該基礎部の上層
は細かい砂を3センチメートル入れて該下層用パネルが
安定して並設できるようにした。 (ホ)上層用パネル(1)と下層用パネル(2)の施工
現場への搬送は、該上層用パネルの固定用差し込み金具
部品(1e)と該下層用パネルに接続されるアンカー
(2g)は取り外して行い、現場搬送後にそれぞれのパ
ネルの金具に螺入して固定した。これは突起物が出てい
ると搬送を阻害するための対策であり平板状のパネルと
して搬送できるようにした。 (ヘ)ついで、上層用パネル(1)と下層用パネル
(2)を施工現場に搬送し、組み立て作業を行った。ま
ず、基礎部(3)と該下層用パネルが固定されるように
該基礎部のアンカー差し込み部分に硬化剤、促進剤によ
って可使時間2時間に調整した不飽和ポリエステル樹脂
を注入浸透し、該下層用パネルにアンカー(2g)を螺
入し、不飽和ポリエステル樹脂を浸透した該基礎部
(3)に樹脂硬化前に該アンカーを差し込み同時に硬化
させ一体化した。その結果、該下層用パネルの下に砂
利、砂等と該アンカーとが一体化したブロック状固化部
(7)が形成できた。 (ト)ついで、凍結融解、及び凍上の原因となる水の侵
入を防ぐ目的で、複数の下層用パネルの衝合部分(2
b)は発砲性ウレタン樹脂を注入して、間隙を埋めた。
この間隙を埋めた発泡性ウレタン樹脂は、弾力性があり
上部からの水の侵入を完全に止めることができた。 (チ)ついで、下層用パネル(2)の熱媒循環用パイプ
接続用穿削部(6a)内で、パイプの結合を金具(6
d)を用いて行った。その際、接続部分(6c)は締め
具によりしっかりと嵌着した。 (リ)ついで、並設した複数の下層用パネルは、それぞ
れの端部においてコの字形楔着用金具(4)を(4a)
に打設して結合し、一体化した。 (ヌ)下層用パネル(2)の並設が完全に終了した後、
上層用パネル(1)の重設作業を始める。上層用パネル
(1)の下側には埋設した固定用差し込み金具に(1
d)に螺入した円柱形の鉄製棒(1e)が出ており、該
下層用パネルの固定用受け金具(2f)に挿脱できるよ
うになっており、挿入だけで容易に該上層用パネルと該
下層用パネルの一体化できた。 (ル)上層用パネル(1)を全て並設した後、上層パネ
ルの間隙は、水の侵入、美観のためにシリコン系目地材
で処理した。以上のようにして、本発明によるロードヒ
ーティング施工法により短時間で施工は完了した。 実施例2 以下、本発明の実施例2につき説明する。本実施例2
は、敷設後の補修に関するものである。 (イ)上層用パネル(1)の模様替えの際、予め本ロー
ドヒーティング施工法の施工現場以外で模様替えを必要
とする部分のパネル生産を行い、新旧パネルの交換を行
った。該既設模様替え必要上層用パネルをクレーンによ
り除去作業を行う。 (ロ)ついで、該上層用パネルを取り外した後に残った
下層用パネル(2)の固定用受け金具(2f)に、新上
層用パネルに埋設した固定用金具に螺入した円柱形鉄製
棒(1e)を差し込み一体化して固定した。この作業は
新設の場合と同じである。 (ハ)ついで、平面に並んだ上層用パネルの交換部分の
間隙を、シリコン系目地材にて処理した。以上のように
極めて容易に交換が可能であった。EXAMPLES The present invention will be described below with reference to examples, but the present invention is not limited to the following examples unless it exceeds the gist. Embodiments of the present invention will be described with reference to the accompanying drawings. First Embodiment Hereinafter, a first embodiment of the present invention will be described with reference to FIGS. 1, 2, 3, 4, 5, 6, 7, 8, and 9. FIG. (A) In the construction method of the present invention, a lower layer panel (2) is juxtaposed on a pressed base (3) as shown in FIG. 1, and an upper layer panel (1) is further placed on the lower layer panel. This is a construction method that can be performed simply and in a short time by juxtaposing them in the plane direction while overlapping them. (B) The upper layer panel has a surface decorative layer (1a),
In addition, a reinforcing material and a fixing fitting (1d) were embedded to produce a plate-like product. First, the concrete layer (1b)
Is manufactured by attaching a reinforcing material (5) in a mold for the upper layer panel, fixing a fixing fitting (1d), filling with ready-mixed concrete, and hardening. Then, after sufficient curing, the surface decorative layer (1a) was formed.
As the reinforcing material (5), a steel mesh was used. The fixing fitting (1d) for fixing comprises a fitting (1d) integrated inside the concrete as shown in FIG. 2 and a hollow cylindrical portion connected to the fitting (1d). On the inner surface of the hollow cylindrical shape, an iron bar (1) inserted into the fixing bracket (2f) of the lower layer panel (2).
A threaded portion (1f) is threaded for screwing in e). The surface decorative layer (1a) was formed by fabricating the concrete layer (1b), curing it sufficiently, and bonding an abrasion-resistant tile to the surface thereof with a room-temperature curing adhesive. (C) The lower layer panel (2) is made of a reinforcing material (5) for maintaining strength, a heat medium circulation pipe (2c), and a heat insulating material (2).
e) The fixing bracket (2f) was arranged in a formwork corresponding to the dimensions of the upper layer panel based on the design, and was filled with ready-mixed concrete and solidified. At this time, a mold was formed so as to continuously form the heat medium circulation pipe (2c) and the groove (2k) for disposing the pipe. The drilling portion (6A) for connecting the pipe for heat medium circulation is a groove for connecting the pipe for heat medium circulation (2c), and has a groove (2k) large enough to allow the mounting operation of the fitting (6d). It is formed as a part of A steel mesh was used as the reinforcing material (5). After molding the lower layer panel, a polyethylene pipe was provided in the groove (2k) and fixed using a foamable urethane resin. The fixing bracket (2f) is separated from the anchor (2g), but is threaded on the inner surface so that the anchor can be screwed and connected by a screw, so that the anchor can be screwed. (D) Aggregates such as gravel and sand are laid immediately before the panel manufactured at a site other than the construction site is conveyed to the site, and is sufficiently hardened by a pressing machine. The base part (3) was formed uniformly and smoothly so as not to form a gap when it was provided. At this time, the upper layer of the base portion was filled with fine sand of 3 cm so that the lower layer panels could be stably arranged side by side. (E) The upper layer panel (1) and the lower layer panel (2) are transported to the construction site by inserting a fixing fitting part (1e) for fixing the upper layer panel and an anchor (2g) connected to the lower layer panel. Was removed, and after being transported on the spot, it was screwed into the metal fittings of each panel and fixed. This is a countermeasure for hindering the transfer if the protrusions are present, and the transfer can be performed as a flat panel. (F) Then, the upper layer panel (1) and the lower layer panel (2) were transported to the construction site, and assembled. First, an unsaturated polyester resin adjusted to a pot life of 2 hours with a curing agent and an accelerator is injected and penetrated into the anchor insertion portion of the base portion so that the base portion (3) and the lower layer panel are fixed, and An anchor (2 g) was screwed into the lower layer panel, and the anchor was inserted into the base part (3) impregnated with the unsaturated polyester resin before curing the resin, and simultaneously cured and integrated. As a result, a block-like solidified portion (7) in which gravel, sand and the like and the anchor were integrated under the lower layer panel was formed. (G) Then, in order to prevent freezing and thawing and intrusion of water that causes frost heaving, abutment portions (2
In b), a foamable urethane resin was injected to fill the gap.
The foamable urethane resin filling the gap was resilient and could completely stop water from entering from above. (H) Then, the pipes are connected with the metal fittings (6) in the drilling portion (6a) for connecting the pipe for heat medium circulation of the lower layer panel (2).
This was performed using d). At that time, the connection portion (6c) was firmly fitted with the fastener. (I) Next, the plurality of lower layer panels arranged side by side are provided with a U-shaped wedge mounting bracket (4) at each end (4a).
And integrated. (Nu) After the lower panel (2) is completely installed side by side,
The work of laying the upper panel (1) is started. On the lower side of the upper layer panel (1), insert the embedded fixing bracket (1
A cylindrical iron bar (1e) screwed into d) comes out, and can be inserted into and removed from a fixing bracket (2f) for fixing the lower panel. The upper panel can be easily inserted only by inserting. And the lower panel were integrated. (L) After all the upper-layer panels (1) were juxtaposed, the gaps between the upper-layer panels were treated with a silicon-based joint material for infiltration of water and aesthetic appearance. As described above, the construction was completed in a short time by the road heating construction method according to the present invention. Embodiment 2 Hereinafter, Embodiment 2 of the present invention will be described. Example 2
Refers to repairs after installation. (A) When changing the pattern of the upper layer panel (1), the panel which needed to be changed at a place other than the construction site of the road heating method was produced in advance, and the old and new panels were replaced. The work for removing the existing upper panel for changing the pattern is performed by a crane. (B) Then, a columnar iron rod (screwed into the fixing bracket embedded in the new upper layer panel) into the fixing bracket (2f) of the lower layer panel (2) remaining after the upper layer panel was removed. 1e) was inserted and integrated and fixed. This work is the same as the case of new construction. (C) Next, the gap between the replacement portions of the upper layer panels arranged in a plane was treated with a silicon joint material. As described above, the exchange was very easy.
【0019】[0019]
【発明の効果】本発明は、以上のように前もって成型し
た上層用パネル(1)と下層用パネル(2)を用い、そ
れを並設、重設することにより、従来のような天候、気
温等の自然条件に左右されずに施工現場での作業を完結
できる熱媒循環式ロードヒーティング工法であって、こ
れにより従来の工法では出来なかった品質の均一化、コ
ンクリート硬化時の収縮による亀裂の防止、施工コスト
の削減、通年施工、工事計画正確な立案等を可能にし、
かつ該上層用パネルを容易に交換できるこれまでにない
熱媒循環式ロードヒーティング施工法である。According to the present invention, the upper panel (1) and the lower panel (2) which have been formed in advance as described above are used, and they are juxtaposed and superposed so that the conventional weather and temperature can be obtained. This is a heat medium circulation type road heating method that can complete the work at the construction site without being affected by natural conditions such as natural conditions. Prevention, construction cost reduction, year-round construction, construction plan accurate planning, etc.
In addition, it is an unprecedented heat medium circulation type road heating construction method in which the upper layer panel can be easily replaced.
【0020】[0020]
【図1】施工実施例断面図FIG. 1 is a sectional view of a working example.
【図2】上層用パネルと下層用パネルの結合金具断面図FIG. 2 is a cross-sectional view of a fitting of an upper panel and a lower panel.
【図3】下層用パネル内埋設金具とアンカー結合断面図FIG. 3 is a cross-sectional view of a connection between a buried metal fitting in a lower layer panel and an anchor.
【図4】スチールメッシュ配設平面図FIG. 4 is a plan view of a steel mesh arrangement.
【図5】熱媒循環用パイプ配管平面図FIG. 5 is a plan view of a pipe for heat medium circulation.
【図6】熱媒循環用パイプ接続斜視図FIG. 6 is a perspective view of a pipe connection for heat medium circulation.
【図7】下層用パネル楔着用金具取り付け斜視図FIG. 7 is a perspective view of attaching a lower layer panel wedge mounting bracket.
【図8】下層用パネル楔着用金具取り付け断面図FIG. 8 is a cross-sectional view of mounting a lower layer panel wedge mounting bracket.
【図9】施工完成断面図FIG. 9 is a sectional view of the completed construction.
1上層用パネル 1a 表面化粧層 1b 上層強化コンクリート層 1c 上層パネル突き合わせ部分 1d 固定用差し込み金具埋設部分 1e 固定用差し込み金具部品(螺入用鉄棒) 1f 螺入用鉄棒ネジ部分 2 下層用パネル 2a 下層強化コンクリート層 2b 下層用パネル突き合わせ部分 2c 熱媒循環用パイプ 2d 熱媒循環用パイプ断熱、固定用断熱材 2e コンクリート内埋設断熱材 2f 固定用受け金具 2g アンカー 2h アンカー螺入部 2i 上層螺入用鉄棒挿入部 2j 熱媒循環用パイプ定設用溝端部 2k 熱媒循環用パイプ定設用溝 3 基礎部 4 下層用コンクリートパネル楔着用金具 4a 下層用コンクリートパネル楔着金具打設用溝と穴 5 補強材 6a 熱媒循環用パイプ接続用穿削部 6b 熱媒循環用パイプ接続部 6c 熱媒循環用パイプと金具接続部 6d 熱媒循環用パイプ接続用金具 7 基礎部樹脂含浸部分 1 Upper-layer panel 1a Surface decorative layer 1b Upper-layer reinforced concrete layer 1c Upper-layer butted portion 1d Fixing plug fitting burying portion 1e Fixing plug fitting part (iron bar for screwing) 1f Screw portion for iron bar for screwing 2 Panel for lower layer 2a lower layer Reinforced concrete layer 2b Lower panel butted portion 2c Heat medium circulation pipe 2d Heat medium circulation pipe heat insulation and fixing heat insulator 2e Concrete heat insulation material 2f Fixing bracket 2g Anchor 2h Anchor screwing portion 2i Iron bar for upper screwing Insertion section 2j Groove end for pipe for heat medium circulation 2k Groove for pipe for heat medium circulation 3 Base part 4 Metal fitting for lower layer concrete panel wedge 4a Groove and hole for lower layer concrete panel wedge mounting tool 5 Reinforcement Material 6a Drilling part for pipe connection for heat medium circulation 6b Connection part for pipe connection for heat medium circulation 6c Heat medium circulation Pipes and fittings connecting portion 6d heat medium circulation pipe connecting bracket 7 foundation resin-impregnated portion
Claims (1)
金具を埋設した板状コンクリート製品或いは板状樹脂コ
ンクリート製品(合成樹脂で砂、砂利、硅砂等の無機質
を固めたもの)を上層用パネルとし、融雪を目的とした
熱媒循環用パイプ、断熱材、補強材、および該上層用パ
ネル及びアンカー固定用パイプ状金具、を埋設した板状
コンクリート製品或いは板状樹脂コンクリート製品を下
層用パネルとして、これら上層用パネル及び下層用パネ
ルを前もって現場以外で成型し、天候に左右されずに短
時間に施工でき、しかも該上層用パネルの交換及び該下
層用パネルに固設された熱媒循環用パイプの交換を容易
に可能とした熱媒循環式ロードヒーティング施工法。An upper layer of a plate-shaped concrete product or a plate-shaped resin concrete product (in which inorganic material such as sand, gravel, silica sand or the like is solidified with a synthetic resin) in which a surface decorative layer is formed and a reinforcing material and a fixing bracket are embedded. For the lower layer, a plate-like concrete product or a plate-like resin concrete product in which a heat medium circulation pipe, heat insulating material, reinforcing material, and the upper layer panel and an anchor fixing pipe-like metal fitting for the purpose of melting snow are embedded. The upper panel and the lower panel are molded in advance at a site other than the site, and can be constructed in a short time without being affected by the weather. In addition, the upper panel and the heat medium fixed to the lower panel are replaced. Heat medium circulation type road heating construction method that enables easy replacement of circulation pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21239897A JPH1121842A (en) | 1997-07-01 | 1997-07-01 | Construction method for road heating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21239897A JPH1121842A (en) | 1997-07-01 | 1997-07-01 | Construction method for road heating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1121842A true JPH1121842A (en) | 1999-01-26 |
Family
ID=16621933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21239897A Pending JPH1121842A (en) | 1997-07-01 | 1997-07-01 | Construction method for road heating |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1121842A (en) |
-
1997
- 1997-07-01 JP JP21239897A patent/JPH1121842A/en active Pending
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