[{"data":1,"prerenderedAt":402},["ShallowReactive",2],{"blog-concrete-air-voids-6-major-causes-and-effective-solutions-en":3},{"id":4,"attributes":5},534,{"content":6,"createdAt":7,"updatedAt":8,"publishedAt":9,"slug":10,"title":11,"summary":12,"views":13,"locale":14,"cover":15,"cate_blog":58,"tags":68,"products":97,"seo":392,"author":399,"localizations":400},">## Introduction\n>\n>Concrete surface defects such as **air voids, pinholes, and blowholes** are common quality issues in many precast concrete plants. Many plants still rely on post-demolding repairs, with workers filling, grinding, and patching individual holes. This approach is time-consuming and labor-intensive, increases labor costs, and often leaves visible repair marks, affecting surface smoothness and consistency. In severe cases, it can even affect product acceptance and customer satisfaction.\n>\n>The real solution to concrete air voids is not repeated repair, but source-level control.\n>\n>This article identifies six common types of air-void defects in precast concrete, explains their specific causes, and provides practical solutions from five key areas: mix design, construction, formwork, admixtures, and release agents. Particular attention is given to the role of a high-quality defoaming water-based concrete release agent in reducing air entrapment at the formwork interface and preventing widespread surface air voids.\n\n---\n\n## 1. Six Common Types of Concrete Air-Voids and Their Specific Causes\n\nConcrete air voids are not caused by a single factor. Different shapes, sizes, and distributions of air voids usually indicate different production issues. The following classifications can be used for visual inspection and troubleshooting.\n\n\n\n### 1.1 Fine Pinholes (≤1 mm in Diameter)\n\nThe concrete surface is covered with dense, uniformly distributed fine pinholes.\n\nThe main cause may be excessive cement grinding-aid dosage, which can introduce excessive micro-air into the cement. These fine air bubbles cannot be fully removed during vibration and remain in the concrete after casting, resulting in a large number of small surface voids.\n\n![Fine pinholes on precast concrete surface](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_2_0b3894e4db.webp)\n\n### 1.2 Spherical Large Air Voids (\\>1 mm in Diameter)\n\nThe surface shows regular, rounded, spherical or dome-shaped air voids.\n\nThis is mainly caused by excessive use of air-entraining admixtures. When the concrete air content exceeds approximately 4%, a large number of stable spherical air bubbles can remain trapped in the mortar, resulting in air voids of different sizes after casting.\n\n\n![Spherical large air voids on precast concrete surface](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_3_bf7f2d29ce.webp)\n\n### 1.3 Elliptical or Irregular Elongated Air Voids\n\nThe voids appear elliptical, elongated, or irregular in shape.\n\nThis is mainly caused by insufficient water content or excessive admixture dosage, resulting in excessive concrete viscosity and poor workability. Inadequate vibration allows air to remain trapped in the concrete, preventing the bubbles from rising and escaping properly and forming irregular surface voids.\n\n![Elliptical and irregular elongated air voids on precast concrete surface](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_4_c0d2d39598.webp)\n\n### 1.4 Widespread Surface Air Voids + Formwork Adhesion and Surface Peeling\n\nLarge areas of interconnected surface air voids appear together with sticking to the formwork, surface peeling, and sand loss.\n\nThe key causes are poor-quality release agents and dirty formwork surfaces with accumulated residue or deposits. Release agents without adequate defoaming performance can promote air retention at the formwork surface, preventing bubbles from escaping. After demolding, this results in widespread interconnected air voids.\n\n\n![Widespread surface air voids, formwork adhesion and surface peeling on precast concrete component](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_5_a0929f90e2.webp)\n\n\n### 1.5 Worm-Like Air Voids, Sand Lines and Water Streaks\n\nThe surface shows continuous, string-like air voids resembling worm tracks, often accompanied by sand lines or water streaks.\n\nThis is generally associated with severe admixture overdosage, which can cause concrete segregation and bleeding. The mortar becomes unevenly distributed, while air moves along the gaps between aggregates, forming continuous elongated voids and streaks.\n\n![Large irregular cavities and collapsed air voids on precast concrete surface](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_6_c3d1c734cd.webp)\n\n### 1.6 Large Irregular Cavities and Collapsed Air Voids\n\nLarge irregular depressions and interconnected cavities appear locally on the surface.\n\nThe main cause is often premature demolding. When the concrete has not reached sufficient initial setting strength, the surface layer remains unstable. Demolding can pull and damage the surface mortar, causing air-void areas to collapse and develop into large surface defects.\n\n![Large irregular cavities and collapsed air voids on precast concrete surface](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0904_8_f36162db22.webp)\n\n---\n\n## 2. Five Major Root Causes of Excessive Concrete Air Voids\n\nBased on the six types of defects described above, frequent air-void problems in precast concrete plants can generally be traced to five key production factors:\n\n### 2.1 Improper Concrete Mix Design\n\nImproper proportions of cement, aggregates, and water can result in an imbalance between mortar viscosity and workability, increasing air entrapment during mixing and placement.\n\n\n\n\n### 2.2 Excessive Formwork Reuse\n\nRepeated use can cause formwork surfaces to become worn, rough, damaged, or contaminated with buildup, making it easier for air bubbles to adhere to the surface and harder for them to escape.\n\n### 2.3 Inadequate Vibration\n\nInsufficient vibration depth, short vibration time, or uneven vibration can prevent entrapped air from being effectively released from the concrete.\n\n### 2.4 Excessive Use of Air-Entraining Admixtures\n\nOverdosing water reducers or air-entraining admixtures can increase concrete air content beyond the required level. The resulting bubbles become more stable and difficult to release naturally.\n\n### 2.5 Incorrect Release Agent Selection\n\nUsed engine oil and conventional oil-based release agents can promote air retention at the formwork surface, preventing trapped air from escaping. This is one of the major causes of surface air voids.\n\nOur concrete release agents are developed specifically for precast‑concrete production processes. Featuring low‑air‑adsorption property, strong defoaming performance, excellent demolding capacity and good lubricity, they help minimize pinholes, widespread air voids, surface defects and formwork adhesion, while improving the overall surface smoothness and consistency of precast components.\n\nSuitable for wind‑tower segments, tunnel segments, prestressed beams, double‑T beams, partition wall panels, solid square piles and various other precast concrete parts. It serves as a cleaner and higher‑efficiency alternative to conventional waste engine oil and ordinary oil‑based release agents.\n\n\n\n\n\n\n[![Video screenshot‑Defoaming water‑based release agent solves concrete air voids on precast components](https:\u002F\u002Fchinareleaseagent.gdyunzhu.com\u002Fuploads\u002Fblog_0828_5_0a64cebac9.webp)](https:\u002F\u002Fyoutube.com\u002Fshorts\u002FXSwuacdP_t0?feature=share)\n\n\n\n**>Defoaming‑type Water‑based Concrete Release Agent Application**\n\n\n[【Concrete Release Agent Solutions】](https:\u002F\u002Fwww.chinareleaseagent.com\u002Fconcrete-release-agent\u002F) [【Request Sample】](https:\u002F\u002Fwww.chinareleaseagent.com\u002Fcontact-us\u002F?purpose=Request+Free+Samples&source=header_partner_cta#footer-contact)\n\n---\n\n## 3. Source-Level Solutions to Minimize Concrete Air Voids\n\nTo eliminate repeated repairs and improve surface finish and production yield, corrective measures must be implemented at the source. The following five solutions can be directly applied in production:\n\n### 3.1 Optimize the Concrete Mix Design\n\nProperly adjust cement content and optimize aggregate gradation to improve mortar flowability and workability and reduce air entrapment.\n\n### 3.2 Regularly Refurbish and Grind Formwork\n\nReplace severely worn or damaged forms in time. Before each casting operation, thoroughly clean and polish the formwork surface to keep it smooth and free from buildup, reducing conditions that promote air retention.\n\n### 3.3 Standardize Vibration Procedures\n\nAppropriately adjust vibration time and depth. Combined with external formwork vibration, this helps air bubbles rise and escape effectively and improves surface quality.\n\n### 3.4 Strictly Control Admixture Dosage\n\nStandardize the addition of water-reducing and air-entraining admixtures and strictly prevent overdosage that can lead to excessive concrete air content.\n\n### 3.5 Switch to a Defoaming Specialized Concrete Release Agent\n\nEliminate traditional used engine oil and conventional oil-based release agents and switch to a defoaming water-based concrete release agent.\n\nConventional oil-based release agents can promote air retention at the formwork interface, making it difficult to fundamentally control surface air voids. Our release agent features strong defoaming performance, low air retention, and excellent lubrication, helping minimize air bubbles at the formwork interface and effectively reduce interconnected air voids, pinholes, and formwork adhesion.\n\nIt is suitable for a wide range of precast concrete applications, including wind turbine tower segments, tunnel segments, prestressed beams, double-tee beams, partition panels, solid square piles, and other precast concrete products. It can significantly improve surface finish and minimize the need for post-demolding repairs.\n\n---\n\n## Conclusion\n\nConcrete air voids and surface defects cannot be effectively solved through repair alone. Surface pinholes, interconnected air voids, sand lines, and large cavities can all be traced back to five key production factors: mix design, formwork, vibration, admixture dosage, and release agent selection.\n\nAmong these factors, the release agent is often overlooked, yet it can deliver one of the most visible improvements. Choosing a defoaming water-based concrete release agent helps control air retention at the formwork interface, significantly reduce surface air voids, lower rework costs, and improve the appearance, consistency, and market competitiveness of precast concrete products.\n\n","2026-09-04T06:13:50.451Z","2026-09-12T02:11:01.307Z","2026-09-04T09:10:45.054Z","concrete-air-voids-6-major-causes-and-effective-solutions","Concrete Air Voids: 6 Major Causes and Effective Solutions","Still troubled by concrete air voids, pinholes, blowholes and surface defects?Solving Concrete Air Pockets Problems for Precast Concrete Manufacturers",0,"en",{"data":16},{"id":17,"attributes":18},663,{"name":19,"alternativeText":20,"caption":21,"width":22,"height":23,"formats":24,"hash":52,"ext":26,"mime":29,"size":53,"url":54,"previewUrl":31,"provider":55,"provider_metadata":31,"createdAt":56,"updatedAt":57},"concrete-air-voids-causes-solutions.webp","Concrete air voids on precast concrete surface","Common concrete air voids on precast concrete surfaces and their causes",800,480,{"small":25,"medium":36,"thumbnail":44},{"ext":26,"url":27,"hash":28,"mime":29,"name":30,"path":31,"size":32,"width":33,"height":34,"sizeInBytes":35},".webp","\u002Fuploads\u002Fsmall_blog_0904_1_806bb7d634.webp","small_blog_0904_1_806bb7d634","image\u002Fwebp","small_blog_0904_1.webp",null,28.67,500,300,28672,{"ext":26,"url":37,"hash":38,"mime":29,"name":39,"path":31,"size":40,"width":41,"height":42,"sizeInBytes":43},"\u002Fuploads\u002Fmedium_blog_0904_1_806bb7d634.webp","medium_blog_0904_1_806bb7d634","medium_blog_0904_1.webp",56.46,750,450,56462,{"ext":26,"url":45,"hash":46,"mime":29,"name":47,"path":31,"size":48,"width":49,"height":50,"sizeInBytes":51},"\u002Fuploads\u002Fthumbnail_blog_0904_1_806bb7d634.webp","thumbnail_blog_0904_1_806bb7d634","thumbnail_blog_0904_1.webp",7.93,245,147,7934,"blog_0904_1_806bb7d634",82.79,"\u002Fuploads\u002Fblog_0904_1_806bb7d634.webp","local","2026-09-04T04:17:47.473Z","2026-09-04T07:08:55.288Z",{"data":59},{"id":60,"attributes":61},2,{"name":62,"createdAt":63,"updatedAt":64,"publishedAt":65,"slug":66,"description":67,"sort":13,"locale":14},"Troubleshooting & Solutions","2025-08-09T07:37:25.254Z","2026-09-11T08:41:48.637Z","2025-08-09T07:37:31.021Z","troubleshooting-solutions","This category focuses on real production problems such as sticking, residue, bubbles, surface defects, and unstable demolding, with clear causes and corrective actions.",{"data":69},[70,80,88],{"id":71,"attributes":72},1,{"name":73,"slug":74,"description":75,"sort":76,"featured":77,"createdAt":78,"updatedAt":78,"publishedAt":79,"locale":14},"Concrete Release Agents","concrete-release-agents","Practical guidance on choosing, applying, and troubleshooting release agents for concrete, precast components, formwork, and steel molds.",10,true,"2026-09-12T02:11:00.077Z","2026-09-12T02:10:58.597Z",{"id":81,"attributes":82},3,{"name":83,"slug":84,"description":85,"sort":86,"featured":77,"createdAt":87,"updatedAt":87,"publishedAt":79,"locale":14},"Precast Concrete","precast-concrete","Release-agent selection and demolding guidance for precast concrete products, tunnel segments, pipe piles, box culverts, and exposed surfaces.",30,"2026-09-12T02:11:00.140Z",{"id":89,"attributes":90},7,{"name":91,"slug":92,"description":93,"sort":94,"featured":95,"createdAt":96,"updatedAt":96,"publishedAt":79,"locale":14},"Mold Release Troubleshooting","mold-release-troubleshooting","Root-cause guidance for sticking, air voids, pinholes, residue, mold fouling, rust, and unstable demolding.",70,false,"2026-09-12T02:11:00.265Z",{"data":98},[99,255],{"id":81,"attributes":100},{"createdAt":101,"updatedAt":102,"publishedAt":103,"name":104,"Model":105,"Origin":106,"Applications":107,"Properties":108,"PH":109,"Density":31,"Dimensions":31,"Storage":110,"Transportation":111,"slug":112,"sort":113,"flashPoint":114,"freezingPoint":115,"useTemperature":116,"package":117,"shelfLife":118,"dilutionRatio":119,"description":120,"advantagesTitle":31,"locale":14,"cover":121,"images":147,"cate_product":245},"2025-09-02T09:04:30.134Z","2026-05-08T06:47:31.822Z","2025-09-02T09:04:42.100Z","Precast Concrete Release Agent for Building Components","PC-06,PC-502","China","Precast building components, municipal concrete elements, and general prefabrication plants.","Dilutable emulsion, stable release film, and cleaner mold maintenance.","6-8","Store in a cool, dry place indoors","7-20 days","precast-concrete-release-agent-for-building-components",4,"> 93°C"," -7℃","Normal Temperature","50kg\u002Fbarrel,200kg\u002Fbarrel","12 months","3-35 times","Water-based release agent for precast concrete components and construction elements. 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