WO2014005400A1 - 清水混凝土结构节点模板的施工方法 - Google Patents

清水混凝土结构节点模板的施工方法 Download PDF

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Publication number
WO2014005400A1
WO2014005400A1 PCT/CN2012/086017 CN2012086017W WO2014005400A1 WO 2014005400 A1 WO2014005400 A1 WO 2014005400A1 CN 2012086017 W CN2012086017 W CN 2012086017W WO 2014005400 A1 WO2014005400 A1 WO 2014005400A1
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construction
mold
angle
wall
door
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PCT/CN2012/086017
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English (en)
French (fr)
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成军
徐琳
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南通纺织职业技术学院
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Publication of WO2014005400A1 publication Critical patent/WO2014005400A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/02—Forms or shutterings for making openings, cavities, slits, or channels for windows, doors, or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills

Definitions

  • the invention relates to a construction method of a node template for a fair-faced concrete structure.
  • the key process for the construction of clear water raft structure is the formwork, while the difficulty of formwork construction is the ⁇ component node.
  • the node is an important part of the main structure of the project. Due to its complex and variable shape, the support is difficult. If the design or construction is inadvertent, the size deviation is too large, the joint is not tight, and the surface flatness and connection verticality are poor. If the quality is not the same, it is difficult to achieve the effect of clear water.
  • the object of the present invention is to provide a construction method for a water jet concrete structure node formwork with simple process, fast construction speed and good engineering structure integrity.
  • a construction method for a node template of a fair-faced concrete structure comprising the construction of a cast-in-situ reinforced concrete shear wall structure node, comprising:
  • the foam rod with a diameter of 10mm is embedded in the bracket angle as the sealing strip;
  • the angle die and the large template are connected and fixed by the connecting bolt and the female angle groove;
  • the female angle die is 50-100 mm higher than the large template, and the upper end is provided with an anti-smashing pipe to facilitate the smooth removal and removal of the female corner die.
  • the female corner mold is not easily deformed by the flaw;
  • the height of the wall ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
  • the door and window cavity die adopts the whole disassembly scheme, and the corners are equipped with steel corners to ensure the square and window openings.
  • the outer corner of the cavity is 140 ⁇ 140mm angle steel, the inner angle is 100 ⁇ 100mm angle steel; the side panel is 6mm steel plate, and the rib is 6.3 # ⁇ steel;
  • the line angle around the hole is not plastered.
  • the installation groove is placed around the door and window opening to fill the anti-corrosion material foaming polyurethane.
  • the corresponding position of the hole template is fixed with a bolt of 15mm thick, 60 ⁇ 90mm.
  • Wide hard plastic strip made of plastic strip 45 ⁇ chamfer for disassembly;
  • the drip line is placed at the upper part of the outer window hole.
  • a 6mm round steel with a diameter of 8mm is attached, and the 8x8mm plastic drip line is buckled.
  • the end of the drip line is at both ends. 20mm;
  • the independent elevator shaft adopts the construction method of integrally lifting the elevator shaft mold
  • the bottom plate of the stepboard adopts the bamboo glue board formwork, the ladder plate has no joints in the width direction, the stair step adopts the anti-play legal type template, and the L30 ⁇ 3mm angle steel and the step step are set at the corner of the step, and the original pulp is no longer pressed.
  • the gap between the baffle and the wall of the whole stepping die is 3 ⁇ 5mm.
  • the step is placed on the rest platform that is pre-cast, and the angle and position of the stepping die are adjusted by adjusting the anchor bolts to meet the design requirements.
  • the pouring step is ⁇ , the original slurry is calendered, the reinforcing tool is first removed when the mold is removed, and the demoulding is performed by vibrating the stepping keel in the opposite direction;
  • a set of shrink-type door molds is arranged in the T-hole, and a special-shaped female corner mold is arranged on both sides of the door mold, and the female corner mold and the door mold frame are punched, connected by a connector, and then the female corner mold is used with a small back.
  • the door mold and the large template are connected in one piece.
  • the invention has simple process, fast construction speed, good engineering structure integrity, strong earthquake resistance performance, reduced wet construction operation, good structural engineering quality, high mechanization degree and remarkable comprehensive benefits.
  • a construction method for a node template of a fair-faced concrete structure comprising the construction of a cast-in-situ reinforced concrete shear wall structure node, comprising:
  • the foam rod with a diameter of 10mm is embedded in the bracket angle as the sealing strip;
  • the angle die and the large template are connected and fixed by the connecting bolt and the female angle groove;
  • the female angle die is 50-100 mm higher than the large template, and the upper end is provided with an anti-smashing pipe to facilitate the smooth removal and removal of the female corner die.
  • the female corner mold is not easily deformed by the flaw;
  • the height of the wall ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇ ⁇
  • the door and window cavity die adopts the whole disassembly scheme, and the corners are equipped with steel corners to ensure the square and window openings.
  • the outer corner of the cavity is 140 ⁇ 140mm angle steel, the inner angle is 100 ⁇ 100mm angle steel; the side panel is 6mm steel plate, and the rib is 6.3 # ⁇ steel;
  • the line angle around the hole is not plastered.
  • the installation groove is placed around the door and window opening to fill the anti-corrosion material foaming polyurethane.
  • the corresponding position of the hole template is fixed with a bolt of 15mm thick, 60 ⁇ 90mm.
  • Wide hard plastic strip made of plastic strip 45 ⁇ chamfer for disassembly;
  • the drip line is placed at the upper part of the outer window hole.
  • a 6mm round steel with a diameter of 8mm is attached, and the 8x8mm plastic drip line is buckled.
  • the end of the drip line is at both ends. 20mm;
  • the independent elevator shaft adopts the construction method of integrally lifting the elevator shaft mold
  • the bottom plate of the stepboard adopts the bamboo glue board formwork, the ladder plate has no joints in the width direction, the stair step adopts the anti-play legal type template, and the L30 ⁇ 3mm angle steel and the step step are set at the corner of the step, and the original pulp is no longer pressed.
  • the gap between the baffle and the wall of the whole stepping die is 3 ⁇ 5mm.
  • the step is placed on the rest platform that is pre-cast, and the angle and position of the stepping die are adjusted by adjusting the anchor bolts to meet the design requirements.
  • the pouring step is ⁇ , the original slurry is calendered, the reinforcing tool is first removed when the mold is removed, and the demoulding is performed by vibrating the stepping keel in the opposite direction;
  • a set of shrink-type door molds is arranged in the T-hole, and a special-shaped female corner mold is arranged on both sides of the door mold, and the female corner mold and the door mold frame are punched, connected by a connector, and then the female corner mold is used with a small back.
  • the door mold and the large template are connected in one piece.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

一种清水混凝土结构节点模板的施工方法，包括现浇钢筋砼剪力墙结构节点的施工，具体包括内墙阴角施工、外墙阳角施工、墙与楼板阴角施工、门窗洞口施工、电梯井与梯段板施工、丁字墙及丁字洞口施工。该施工方法工艺简单、施工速度快、工程结构整体性好。

Description

清水混凝土结构节点模板的施工方法
技术领域
本发明涉及一种清水混凝土结构节点模板的施工方法。
背景技术
清水砼结构施工的关键工艺是模板，而模板施工难点是砼构件节点。节点是工程主体结构的重要组成部分，由于其形状复杂多变，支模困难，如果设计或施工不慎，容易出现尺寸偏差过大，拼缝不严密，表面平整度和接驳垂直度较差等质量问题，难以达到清水砼效果。
发明内容
本发明的目的在于提供一种工艺简单，施工速度快，工程结构整体性好的清水混凝土结构节点模板的施工方法。
本发明的技术解决方案是：
一种 清水混凝土结构节点模板的施工方法，包括现浇钢筋砼剪力墙结构节点的施工，其特征是：包括：
（1）内墙阴角施工
设置阴角模背宽250～300mm，阴角模与大模板之间留有2mm的间隙，接口端的大模侧面加设托角，托角内嵌填直径10mm的泡沫塑料棒作密封条；阴角模与大模板之间通过连接螺栓和阴角压槽连接、固定形成一体；阴角模比大模板高出50～100mm，上端设有防撬管以利于阴角模的顺利拆除和拆除时阴角模不易被撬变形；
（2）外墙阳角施工
外墙阳角模与大模板之间不留间隙，采用连接器或螺栓进行连接，且设置两道直角背楞；
（3）墙与楼板阴角施工
每个房间四周墙体砼浇筑高度一致，剔除上口砼浮浆后的标高以楼板底标高加5～10mm为准；支顶板模时，在墙上口四周用经压刨处理的50×100mm方木作套框处理，并在方木上与墙面接触的上口处粘贴泡沫胶条；铺设顶板模时；边角顺直，模板顶紧套框；
（4）门窗洞口施工
门窗洞口模采用整支散拆方案，角部配置钢护角，以保证门窗洞口方正，洞口模外角为140×140mm角钢，内角100×100mm角钢；侧边面板为6mm钢板，肋为6.3#槽钢；
清水砼结构在门窗安装后，洞口周边线角不抹灰，门窗洞口周边留置安装凹槽以嵌填防腐材料发泡聚氨脂，在洞口模板的相应位置用栓钉固定15mm厚，60～90mm宽的硬塑料条，塑料条做成45 ˚ 倒角，以便拆卸；
外窗洞上口留设滴水线的做法，在距外墙外皮20mm的窗口模对应位置，通长设一根直径6mm圆钢，上扣8×8mm塑料滴水线条，滴水线端距两端侧面均为20mm；
（5）电梯井与梯段板施工
独立式电梯井，采用整体提升电梯井筒模的施工方法；
楼梯板底模均采用竹胶板模板，梯板板宽方向无拼缝，楼梯踏步采用反打法定型模板，踏步阳角处设置L30×3mm角钢与踏步砼一次成型，原浆压光不再做表面处理；
整体踏步模的挡板与墙体间隙为3～5mm，施工时，将踏步置于事先浇筑的休息平台上，通过调节地脚螺栓调整踏步模的角度和位置，使其符合设计要求，固定后浇筑梯段砼，原浆压光，拆模时先拆除加固工具，反方向振动踏步模龙骨即可实现脱模；
(6) 丁字墙及丁字洞口施工
丁字洞口里配置一套收缩式门口模，在门口模两侧配置异形阴角模，阴角模与门口模边框均冲孔，采用连接器进行连接，然后再用小背楞将阴角模、门口模、大模板连接成整体。
本发明工艺简单，施工速度快，工程结构整体性好，抗震性能强，减少了装修湿作业，结构工程质量好，机械化程度高，综合效益显著。
下面结合实施例对本发明作进一步说明。
具体实施方式
一种 清水混凝土结构节点模板的施工方法，包括现浇钢筋砼剪力墙结构节点的施工，包括：
（1）内墙阴角施工
设置阴角模背宽250～300mm，阴角模与大模板之间留有2mm的间隙，接口端的大模侧面加设托角，托角内嵌填直径10mm的泡沫塑料棒作密封条；阴角模与大模板之间通过连接螺栓和阴角压槽连接、固定形成一体；阴角模比大模板高出50～100mm，上端设有防撬管以利于阴角模的顺利拆除和拆除时阴角模不易被撬变形；
（2）外墙阳角施工
外墙阳角模与大模板之间不留间隙，采用连接器或螺栓进行连接，且设置两道直角背楞；
（3）墙与楼板阴角施工
每个房间四周墙体砼浇筑高度一致，剔除上口砼浮浆后的标高以楼板底标高加5～10mm为准；支顶板模时，在墙上口四周用经压刨处理的50×100mm方木作套框处理，并在方木上与墙面接触的上口处粘贴泡沫胶条；铺设顶板模时；边角顺直，模板顶紧套框；
（4）门窗洞口施工
门窗洞口模采用整支散拆方案，角部配置钢护角，以保证门窗洞口方正，洞口模外角为140×140mm角钢，内角100×100mm角钢；侧边面板为6mm钢板，肋为6.3#槽钢；
清水砼结构在门窗安装后，洞口周边线角不抹灰，门窗洞口周边留置安装凹槽以嵌填防腐材料发泡聚氨脂，在洞口模板的相应位置用栓钉固定15mm厚，60～90mm宽的硬塑料条，塑料条做成45 ˚ 倒角，以便拆卸；
外窗洞上口留设滴水线的做法，在距外墙外皮20mm的窗口模对应位置，通长设一根直径6mm圆钢，上扣8×8mm塑料滴水线条，滴水线端距两端侧面均为20mm；
（5）电梯井与梯段板施工
独立式电梯井，采用整体提升电梯井筒模的施工方法；
楼梯板底模均采用竹胶板模板，梯板板宽方向无拼缝，楼梯踏步采用反打法定型模板，踏步阳角处设置L30×3mm角钢与踏步砼一次成型，原浆压光不再做表面处理；
整体踏步模的挡板与墙体间隙为3～5mm，施工时，将踏步置于事先浇筑的休息平台上，通过调节地脚螺栓调整踏步模的角度和位置，使其符合设计要求，固定后浇筑梯段砼，原浆压光，拆模时先拆除加固工具，反方向振动踏步模龙骨即可实现脱模；
(6) 丁字墙及丁字洞口施工
丁字洞口里配置一套收缩式门口模，在门口模两侧配置异形阴角模，阴角模与门口模边框均冲孔，采用连接器进行连接，然后再用小背楞将阴角模、门口模、大模板连接成整体。

Claims (1)

1. 一种 清水混凝土结构节点模板的施工方法，包括现浇钢筋砼剪力墙结构节点的施工，其特征是：包括：
（1）内墙阴角施工
设置阴角模背宽250～300mm，阴角模与大模板之间留有2mm的间隙，接口端的大模侧面加设托角，托角内嵌填直径10mm的泡沫塑料棒作密封条；阴角模与大模板之间通过连接螺栓和阴角压槽连接、固定形成一体；阴角模比大模板高出50～100mm，上端设有防撬管以利于阴角模的顺利拆除和拆除时阴角模不易被撬变形；
（2）外墙阳角施工
外墙阳角模与大模板之间不留间隙，采用连接器或螺栓进行连接，且设置两道直角背楞；
（3）墙与楼板阴角施工
每个房间四周墙体砼浇筑高度一致，剔除上口砼浮浆后的标高以楼板底标高加5～10mm为准；支顶板模时，在墙上口四周用经压刨处理的50×100mm方木作套框处理，并在方木上与墙面接触的上口处粘贴泡沫胶条；铺设顶板模时；边角顺直，模板顶紧套框；
（4）门窗洞口施工
门窗洞口模采用整支散拆方案，角部配置钢护角，以保证门窗洞口方正，洞口模外角为140×140mm角钢，内角100×100mm角钢；侧边面板为6mm钢板，肋为6.3#槽钢；
清水砼结构在门窗安装后，洞口周边线角不抹灰，门窗洞口周边留置安装凹槽以嵌填防腐材料发泡聚氨脂，在洞口模板的相应位置用栓钉固定15mm厚，60～90mm宽的硬塑料条，塑料条做成45 ˚ 倒角，以便拆卸；
外窗洞上口留设滴水线的做法，在距外墙外皮20mm的窗口模对应位置，通长设一根直径6mm圆钢，上扣8×8mm塑料滴水线条，滴水线端距两端侧面均为20mm；
（5）电梯井与梯段板施工
独立式电梯井，采用整体提升电梯井筒模的施工方法；
楼梯板底模均采用竹胶板模板，梯板板宽方向无拼缝，楼梯踏步采用反打法定型模板，踏步阳角处设置L30×3mm角钢与踏步砼一次成型，原浆压光不再做表面处理；
整体踏步模的挡板与墙体间隙为3～5mm，施工时，将踏步置于事先浇筑的休息平台上，通过调节地脚螺栓调整踏步模的角度和位置，使其符合设计要求，固定后浇筑梯段砼，原浆压光，拆模时先拆除加固工具，反方向振动踏步模龙骨即可实现脱模；
(6) 丁字墙及丁字洞口施工
丁字洞口里配置一套收缩式门口模，在门口模两侧配置异形阴角模，阴角模与门口模边框均冲孔，采用连接器进行连接，然后再用小背楞将阴角模、门口模、大模板连接成整体。
PCT/CN2012/086017 2012-07-05 2012-12-06 清水混凝土结构节点模板的施工方法 WO2014005400A1 (zh)

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