CN107965145B - Horizontal convex concrete construction joint hanging die supporting device - Google Patents
Horizontal convex concrete construction joint hanging die supporting device Download PDFInfo
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- CN107965145B CN107965145B CN201711476190.4A CN201711476190A CN107965145B CN 107965145 B CN107965145 B CN 107965145B CN 201711476190 A CN201711476190 A CN 201711476190A CN 107965145 B CN107965145 B CN 107965145B
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 230000000694 effects Effects 0.000 abstract description 4
- 230000001788 irregular Effects 0.000 abstract description 2
- 230000007547 defect Effects 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 28
- 230000002787 reinforcement Effects 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000001816 cooling Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 240000002800 Sanicula europaea Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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- General Life Sciences & Earth Sciences (AREA)
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Abstract
Description
技术领域technical field
本发明涉及一种工程装置,尤其是涉及一种水平凸形混凝土施工缝吊模支撑装置。The invention relates to an engineering device, in particular to a support device for hanging molds of horizontal convex concrete construction joints.
背景技术Background technique
冷却塔环形基础1与水池池壁5施工时需在池壁底部留设一水平施工缝,该缝留设质量直接关系到水池根部的抗渗能力。如图1所示,由于环基钢筋保护层限制,此施工缝无法使用钢板止水带,故须在接缝处设置凸台形的施工缝,增加水的渗透路径。冷却塔环形基础与池壁水平凸形施工缝的留设,目前行业内采取的在池壁竖向钢筋3的底部(标高为环基上表面标高)处焊接支撑钢筋4,模板采用木模板条,利用焊接的支撑钢筋4支撑凸形施工缝模板。此种施工方法施工工序较复杂,焊接的通长支撑钢筋对池壁防水不利,采用木模板拼缝较多且凸形施工缝截面尺寸难以保证。During the construction of the cooling tower ring foundation 1 and the pool wall 5, a horizontal construction joint needs to be left at the bottom of the pool wall. The quality of the joint is directly related to the anti-seepage capacity of the pool root. As shown in Figure 1, steel plate waterstops cannot be used for this construction joint due to the limitation of the protective layer of the ring-based steel reinforcement. Therefore, a boss-shaped construction joint must be set at the joint to increase the water seepage path. The horizontal convex construction joints between the annular foundation of the cooling tower and the pool wall are currently adopted in the industry to weld the supporting steel bar 4 at the bottom of the
水池环形基础1根部设置有基础水平钢筋2和池壁竖向钢筋3,在池壁竖向钢筋3上固定本装置,支撑并固定模板装置9形成混凝土凸台6。然后能够环绕水池一圈,而混凝土凸台6的高度一般是100mm。The base
发明内容Contents of the invention
本发明提供了一种水平凸形混凝土施工缝吊模支撑装置,用于克服传统池壁凸形施工缝模板支设复杂,模板支撑钢筋影响池壁抗渗效果,凸形施工缝截面尺寸难以保证等缺点。The invention provides a formwork support device for horizontal convex concrete construction joints, which is used to overcome the complexity of the formwork support for the convex construction joints of the traditional pool wall, the formwork support steel bars affect the anti-seepage effect of the pool wall, and the cross-sectional size of the convex construction joints is difficult to ensure and other shortcomings.
其技术方案如下所述:Its technical scheme is as follows:
一种水平凸形混凝土施工缝吊模支撑装置,包括卡具、连接螺栓、模板装置,所述卡具包括设置在池壁竖向钢筋两端边缘的多个U型卡板,所述U型卡板的外侧通过蝴蝶螺栓固定在池壁竖向钢筋的外表面上,所述模板装置通过连接螺栓固定在U型卡板的内侧上。A horizontal convex concrete construction joint hanging formwork support device, including fixtures, connecting bolts, and formwork devices. The fixtures include a plurality of U-shaped clamping plates arranged on the edges of both ends of the vertical steel bars on the pool wall. The U-shaped The outer side of the clamping plate is fixed on the outer surface of the vertical steel bar of the pool wall through butterfly bolts, and the template device is fixed on the inner side of the U-shaped clamping plate through connecting bolts.
所述蝴蝶螺栓穿过紧固螺母和U型卡板的外侧,蝴蝶螺栓的末端设置有弧形卡板,用于紧压池壁竖向钢筋的外表面。The butterfly bolt passes through the fastening nut and the outside of the U-shaped clamping plate, and the end of the butterfly bolt is provided with an arc-shaped clamping plate for pressing the outer surface of the vertical steel bar of the pool wall.
所述U型卡板内侧的上下两端设置有连接螺母,所述连接螺栓的一端与模板装置相连接,另一端设置的丝杆穿过连接螺母,通过调节连接螺栓的丝杆能够调整混凝土凸台的厚度和水平曲线。The upper and lower ends of the inner side of the U-shaped clamping plate are provided with connecting nuts, one end of the connecting bolt is connected with the formwork device, and the screw rod provided at the other end passes through the connecting nut, and the concrete convexity can be adjusted by adjusting the screw rod of the connecting bolt. Table thickness and level curve.
所述模板装置包括模板面板,所述模板面板外侧的左右两端分别焊接上下两层条形挂槽,用于调整卡具的位置。The formwork device includes a formwork panel, and the left and right ends of the formwork panel are respectively welded with upper and lower layers of strip-shaped hanging grooves for adjusting the position of the fixture.
模板面板的上下两端设置有固定承插槽,所述固定承插槽包括插头和承接头,分别设置在模板面板的上下两端。The upper and lower ends of the template panel are provided with fixed bearing slots, and the fixed bearing slots include plugs and sockets, which are respectively arranged at the upper and lower ends of the template panel.
模板面板采用600mm×100mm×3mm厚的冷轧长条钢板,条形挂槽长100mm。The formwork panel is made of 600mm×100mm×3mm thick cold-rolled strip steel plate, and the length of the strip hanging groove is 100mm.
所述水平凸形混凝土施工缝吊模支撑装置环绕水池池壁一圈,左右相邻的两个模板面板的同一位置的条形挂槽设置的水平间距是两个池壁竖向钢筋间距的5倍,用于控制凸形施工缝的曲线弧度。The hanging formwork supporting device for the horizontal convex concrete construction joint surrounds the pool wall, and the horizontal spacing of the bar-shaped hanging grooves at the same position of the two adjacent formwork panels on the left and right is 5 times the vertical reinforcement spacing of the two pool walls. Times, used to control the curvature of the curve of the convex construction joint.
所述水平凸形混凝土施工缝吊模支撑装置不仅操作简单,而且克服了池壁凸形施工缝截面尺寸不规则及防水效果不好等缺点。The horizontal convex concrete construction joint hanging form support device is not only easy to operate, but also overcomes the shortcomings of irregular cross-sectional size of the convex construction joint of the pool wall and poor waterproof effect.
附图说明Description of drawings
图1是目前焊接支撑钢筋的结构示意图;Fig. 1 is the structural representation of welded support reinforcement at present;
图2是所述水平凸形混凝土施工缝吊模支撑装置的结构示意图;Fig. 2 is the structural representation of said horizontal convex concrete construction joint hanging form support device;
图3是所述U型卡板的结构示意图;Fig. 3 is the structural representation of described U-shaped pallet;
图4是所述蝴蝶螺栓的结构示意图;Fig. 4 is the structural representation of described butterfly bolt;
图5是所述蝴蝶螺栓安装在U型卡板的示意图;Fig. 5 is a schematic diagram of the butterfly bolt being installed on a U-shaped clamp;
图6是图5的侧视图;Fig. 6 is a side view of Fig. 5;
图7是所述连接螺栓的示意图;Fig. 7 is the schematic diagram of described connecting bolt;
图8是所述模板面板的结构示意图;Fig. 8 is a structural schematic diagram of the template panel;
图9是图8的俯视图。FIG. 9 is a top view of FIG. 8 .
具体实施方式Detailed ways
本发明设计有可快速拆卸的模板装置、卡具配以可调节尺寸的连接螺栓,所述模板装置采用3mm厚冷轧长条钢板作为模板面板,模板面板的上下两侧焊接有条形挂槽,左右两侧通过连接螺栓与固定在池壁竖向钢筋边缘上的卡具连接,可通过卡具调节施工缝模板的标高及截面尺寸。The present invention is designed with a template device that can be quickly disassembled, clamps and connecting bolts that can be adjusted in size. The template device uses a 3mm thick cold-rolled strip steel plate as the template panel, and strip hanging grooves are welded on the upper and lower sides of the template panel. , the left and right sides are connected with the fixture fixed on the edge of the vertical steel bar of the pool wall through connecting bolts, and the elevation and cross-sectional size of the construction joint formwork can be adjusted through the fixture.
在本发明的实施例中,如图2所示,所述水平凸形混凝土施工缝吊模支撑装置包括卡具7、连接螺栓8、模板装置9,使用时卡具7通过连接螺栓8与模板装置9组合使用。卡具采用如图3所示的设置在池壁竖向钢筋3左右两端边缘的U型卡板10,U型卡板10的内侧与模板装置9通过连接螺栓连接固定,通过调节连接螺栓8的丝杆可调整凸形混凝土的厚度、水平曲线等。In an embodiment of the present invention, as shown in FIG. 2, the horizontal convex concrete construction joint formwork support device includes a
图3中,U型卡板10的外侧与池壁竖向钢筋3的紧锢固定通过蝴蝶螺栓11的拧紧来控制,采用蝴蝶螺栓11拧紧方便、快捷,便于工人安装、拆卸。所述蝴蝶螺栓11穿过紧固螺母14和U型卡板10的外侧,U型卡板10的外侧设置有孔径,孔径外侧放置紧固螺母14,蝴蝶螺栓11的末端安装有弧形卡板13,用于紧压池壁竖向钢筋的外表面。In Fig. 3, the outer side of U-shaped
如图4到图6,卡具7通过连接螺栓8与连接螺母12固定连接,通过调整连接螺栓8拧入连接螺母12的长度可调节模板装置9的位置,进而调节模板面板15的尺寸及曲线弧度。As shown in Figures 4 to 6, the
模板装置9的模板面板15采用600mm×100mm×3mm厚的冷轧长条钢板(可根据施工缝尺寸调整),左右两端长度为600mm,上下高度为100mm,在模板面板15左右两端的外侧焊接上下两层条形挂槽16,条形挂槽16的长度为100mm。如图7所示,通过连接螺栓8与模板面板15固定的一端进行调整卡具7的位置,连接螺栓8的丝杆81直径为8mm。The
所述U型卡板10的厚度为30mm,外侧的长度为30mm,内侧比外侧延长的部位设置连接螺母12。弧形卡板13的长度为20mm。The thickness of the U-shaped
所述水平凸形混凝土施工缝吊模支撑装置环绕水池池壁一圈设置,从而使得混凝土凸台6环绕水池侧壁一圈,左右相邻的两个模板面板的同一位置的条形挂槽水平间距可设为池壁竖向钢筋间距的5倍,例如:两个池壁竖向钢筋的间距为200mm,则模板制作时,在模板面板的同一位置的条形挂槽水平间距可设置为1000mm,保证支撑装置的间距不至于过大,以便于控制凸形施工缝的曲线弧度。The horizontal convex concrete construction joint hanging formwork supporting device is set around the pool wall, so that the
如图8和图9所示,模板面板15的上下接头处设置固定承插槽,通过插头17和承接头18的承插实现模板装置9的接长,该接长方式操作简单、方便安拆。As shown in Figure 8 and Figure 9, the upper and lower joints of the
通过在两个池壁内外侧竖向钢筋3上设置本装置,可以控制混凝土凸台6的平稳形成。By arranging the device on the inner and outer
本发明的有益效果是,模板装置和卡具结构简单,简化凸形施工缝模板的施工工序,降低工人劳动强度,保证凸形施工缝的外观效果,提高池壁施工缝处抗渗效果。The beneficial effects of the present invention are that the formwork device and clamps are simple in structure, simplify the construction process of the formwork for the convex construction joint, reduce the labor intensity of workers, ensure the appearance of the convex construction joint, and improve the anti-seepage effect at the construction joint of the pool wall.
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| CN110388053B (en) * | 2019-07-03 | 2021-05-25 | 广西建工集团第二安装建设有限公司 | Method for reinforcing outer side template of super-thick concrete shear wall |
| CN111851593A (en) * | 2020-07-02 | 2020-10-30 | 中冶轨道交通有限公司 | Assembled settlement joint of reinforced concrete cover plate culvert and its construction method |
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| FR2708956B1 (en) * | 1993-07-13 | 1995-09-29 | Blavette Francois | Suspended forms for pouring swimming pools. |
| JP2946307B2 (en) * | 1996-08-26 | 1999-09-06 | 日本仮設株式会社 | Bracket for connecting panel with pier and flap |
| CN101457592A (en) * | 2008-11-20 | 2009-06-17 | 江苏广宇建设集团有限公司 | Concrete structure affixing steel plate reinforcement method |
| EP2647765B1 (en) * | 2012-04-03 | 2016-04-27 | BAUER Spezialtiefbau GmbH | Shuttering element for a diaphragm wall and method for producing a diaphragm wall |
| CN102900103B (en) * | 2012-08-21 | 2014-11-26 | 天津二十冶建设有限公司 | Construction gap of underground waterproof concrete structure and wall template installation method thereof |
| CN204139597U (en) * | 2014-09-09 | 2015-02-04 | 中国能源建设集团山西省电力建设四公司 | Small-sized reinforced concrete chimney template adjustment bracing means suitable for reading |
| CN204152207U (en) * | 2014-10-24 | 2015-02-11 | 中冶建工集团有限公司 | Hang the reinforcing construction of mould template |
| CN105421781A (en) * | 2015-11-09 | 2016-03-23 | 深圳市建工集团股份有限公司 | Synchronous pouring construction method and formwork system for concrete ridge platform and structural floor slab |
| CN207673006U (en) * | 2017-12-29 | 2018-07-31 | 河南省第二建设集团有限公司 | A kind of horizontal convex concrete construction joint hangs mould support device |
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