{"id":19710,"date":"2025-12-09T16:49:13","date_gmt":"2025-12-09T15:49:13","guid":{"rendered":"https:\/\/www.darda.de\/?page_id=19710"},"modified":"2026-05-15T16:55:03","modified_gmt":"2026-05-15T14:55:03","slug":"formwork-scaffold","status":"publish","type":"page","link":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold","title":{"rendered":"Formwork scaffold"},"content":{"rendered":"<div class=\"wissen-inhaltsbereich\">\n<p>A formwork scaffold constitutes the load-bearing and walkable structure that supports formwork during concreting and also provides working and protective functions. It combines the requirements of falsework, working scaffold, and temporary shoring. In new construction, in existing structures, and in specialized deconstruction, it is used wherever fresh concrete pressure, self-weight, and erection forces must be safely transferred into the ground or into temporary auxiliary structures. In practice, the topic often intersects with controlled concrete demolition and the adaptation of existing components &#8211; tools such as <strong>concrete pulverizers<\/strong> and <strong><a href=\"https:\/\/www.darda.de\/en\/product-overview\/hydraulic-rock-and-concrete-splitters\">hydraulic rock and concrete splitters<\/a><\/strong> from Darda GmbH are used to separate components with low noise and vibration or to create predetermined breaking points. As a part of <em>temporary works<\/em>, a formwork scaffold must ensure defined load paths, safe access, and reliable interfaces throughout the construction sequence.<\/p>\n<h2>Definition: What is a formwork scaffold?<\/h2>\n<p>A formwork scaffold is a temporary structure made of posts, ledgers, frames, and bracing that accommodates formwork for walls, slabs, foundations, columns, cantilevers, or vaults. It serves the <em>load transfer<\/em> of fresh concrete pressure, the self-weight of the formwork, and additional loads (materials, personnel, equipment). Depending on the task, the formwork scaffold combines the functions of falsework (carrying loads), work and protection scaffold (access, fall protection), and, where applicable, temporary shoring for adjacent components. Typical configurations include frame systems, modular or tower falsework, yoke-girder solutions, and special designs for bridge or tunnel cross-sections. It is erected for a defined period and removed once concrete has cured and verifications of load-bearing capacity and serviceability have been completed.<\/p>\n<ul>\n<li><strong>Typical use cases:<\/strong> high walls with elevated fresh concrete pressure, wide-span slab pours, cantilevered elements with significant torsion, complex geometries in bridge or tunnel construction.<\/li>\n<\/ul>\n<h2>Configuration and components of a formwork scaffold<\/h2>\n<p>The structural configuration follows a modular principle so that loads are transferred in an orderly manner and assembly can be carried out efficiently and safely. In terms of materials, steel and aluminum dominate; timber is used for formwork sheathing, ledgers, or embedded parts. System compatibility, corrosion protection, and clear identification of load classes contribute to process reliability and repeatable quality.<\/p>\n<h3>Main elements<\/h3>\n<ul>\n<li>Posts and frames: vertical load-bearing elements, often height-adjustable via spindles or head spindles.<\/li>\n<li>Ledgers, yokes, and girders: horizontal members for supporting the formwork, distributing point loads, and providing bracing.<\/li>\n<li>Diagonals and alignment braces: for spatial bracing and tipping stability.<\/li>\n<li>Bearing and load distribution elements: base plates, sleepers, load distribution plates to adapt to the subgrade.<\/li>\n<li>Work platforms, brackets, guardrails: access, safety, and ergonomics for personnel.<\/li>\n<li>Formwork sheathing and formwork anchors: the contact surface with the concrete as well as means for taking up fresh concrete pressure.<\/li>\n<\/ul>\n<h3>Material selection and system construction<\/h3>\n<p>Steel offers high load reserves and robustness; aluminum reduces self-weight and facilitates assembly, especially in confined areas or for manual handling. System construction (modular or frame scaffold) increases process reliability; custom constructions are common for complex geometries. The connectors (pins, wedges, couplers) ensure positive locking and are decisive for overall load-bearing capacity. Mixed systems are feasible when supplier guidance and interface checks are observed; protective coatings and labeling support durability and traceability.<\/p>\n<h2>Structural principles and load transfer<\/h2>\n<p>Sizing and use of a formwork scaffold are based on the governing loads: self-weight, <em>fresh concrete pressure<\/em> (depending on consistency, placement rate, and temperature), live loads from personnel and materials, as well as erection and wind loads. Load paths must be clearly defined and verified by calculation; bearing zones and the subgrade must be checked for load-bearing capacity and settlement behavior. Design should address ultimate and serviceability limit states, permissible deflection of girders and platforms, and robustness against accidental actions.<\/p>\n<h3>Fresh concrete pressure and concreting sequence<\/h3>\n<p>The concreting rate, placement height, and concrete mix composition influence fresh concrete pressure. A coordinated pour sequence and compaction plan limits load peaks. For high walls or large form bodies, additional yokes, tighter tie spacing, or reinforced girder layers must be considered. Where boundary conditions are uncertain, conservative rate-of-rise limits, trial panels, or pressure monitoring can be applied to keep actions within verified limits.<\/p>\n<h3>Anchorage, bracing, tipping stability<\/h3>\n<p>Spatial bracing of the formwork scaffold prevents tipping, buckling, and lateral buckling of individual elements. Connections must be made with positive and force-locked engagement, and anchor forces must be transferred via suitable compression\/tension paths. Interfaces with existing components require particular care to avoid unintended restraint. Uplift and sliding checks, torsional restraint at yokes, and verifiable fixity at base plates or sleepers are added to ensure overall stability under construction wind and erection loads.<\/p>\n<h2>Formwork scaffold in existing structures, deconstruction and adjustments<\/h2>\n<p>In existing structures, formwork scaffolds encounter existing load-bearing systems with partially unknown conditions. Temporary shoring secures slabs or walls during interventions. Concrete demolition is coordinated with the residual load-bearing capacity, and vibrations are to be minimized. Selective hydraulic methods are used to avoid influencing adjacent scaffolds. Prior to intervention, surveys, as-built verification, and, where appropriate, non-destructive testing reduce uncertainty and help define safe load transfer during transitions.<\/p>\n<h3>Strengthening and temporary shoring<\/h3>\n<p>For openings, partial removals, or load redistributions, a formwork scaffold is used as an auxiliary structure until new components have cured. A defined release cut and controlled load redistribution are essential before load-bearing parts are separated. Preloading of spindles, use of needle beams, and stepwise transfer of loads limit differential movements and protect sensitive finishes.<\/p>\n<h3>Influence of demolition works on formwork scaffolds<\/h3>\n<p>Low-vibration methods protect the connections, bearings, and load distribution of the formwork scaffold. <strong>Concrete pulverizers<\/strong> from Darda GmbH enable the selective deconstruction of reinforced concrete with limited vibration excitation; <strong>rock and concrete splitters<\/strong> create controlled cracks and relieve massive areas before lifting. The prerequisite is that the affected zones have been structurally released and that the formwork scaffold does not have to take on unintended additional loads. Protective coverings, exclusion zones, and continuous supervision prevent debris impact and unintended dynamic actions on the scaffold.<\/p>\n<h2>Tools and methods around formwork scaffolds<\/h2>\n<p>The choice of tools depends on component thickness, degree of reinforcement, accessibility, and proximity to the formwork scaffold. The goal is a <em>controlled, clean cutting or splitting process<\/em> with minimal impact on the temporary constructions. Hydraulic performance, jaw opening or splitting capacity, and hose routing must be matched to the working envelope and the scaffold configuration.<\/p>\n<h3>Concrete pulverizers: selective concrete demolition in confined spaces<\/h3>\n<p><strong>Concrete pulverizers<\/strong> from Darda GmbH grip and crush reinforced concrete locally, creating openings for anchor access, niches for brackets, or release cuts at bearing areas. Their advantage lies in the metered introduction of force and in the ability to process reinforced concrete including rebar. They are powered by <em><a href=\"https:\/\/www.darda.de\/en\/product-overview\/hydraulic-power-units\">hydraulic power units<\/a><\/em>, which can be positioned either mobile or stationary. Clean working sequences, rebar management, and regular checking of connections at the scaffold minimize secondary effects during use.<\/p>\n<h3>Rock and concrete splitters: controlled splitting of massive components<\/h3>\n<p><strong>Rock and concrete splitters<\/strong> from Darda GmbH use wedge-shaped splitting cylinders to produce a defined crack path. This allows massive blocks, upstands, or abutments to be broken down into manageable pieces without introducing impact or percussive energy into the formwork scaffold. Especially in <em>special deconstruction<\/em> or with thick, heavily reinforced walls, predetermined breaking points help reduce follow-up work with pulverizers or shears. Hole spacing, wedge orientation, and stepwise pressurization govern crack direction and the effort required for subsequent handling.<\/p>\n<h3>Complementary hydraulic tools<\/h3>\n<ul>\n<li>Combination shears and multi cutters: for cutting smaller steel sections, embedded parts, and insert rails in the formwork environment.<\/li>\n<li>Steel shears: for sections, girders, or temporary steel structures, provided they have been structurally released.<\/li>\n<li>Hydraulic power units: power supply and control of attached tools with attention to hose routing, leak protection, and positioning away from load paths.<\/li>\n<\/ul>\n<h2>Applications in the fields of use<\/h2>\n<h3>Concrete demolition and special deconstruction<\/h3>\n<p>In selective deconstruction near formwork scaffolds, components are removed in clearly defined sequences. Vibrations and uncontrolled load redistributions must be avoided.<\/p>\n<ol>\n<li>Survey and release: clarify structural behavior, define temporary shoring and the formwork scaffold.<\/li>\n<li>Preparatory cuts: create predetermined breaking points using <strong>rock and concrete splitters<\/strong>.<\/li>\n<li>Selective removal: use <strong>concrete pulverizers<\/strong> on freed edges or <a href=\"https:\/\/www.darda.de\/en\/product-overview\/concrete-crushers\">Concrete Crushers<\/a>, release reinforcement in a controlled manner.<\/li>\n<li>Disposal and logistics: handover of pieces without drop, short routes, clear workflows.<\/li>\n<li>Control: visual inspection of the formwork scaffold after each sequence, retighten connectors.<\/li>\n<\/ol>\n<p>Supplementary dust suppression, noise control, and monitoring of settlement at bearing zones enhance safety and protect adjacent works.<\/p>\n<h3>Strip-out and cutting<\/h3>\n<p>During strip-out inside buildings, formwork scaffolds serve as work and protection levels or temporary props. Openings in slabs and walls are worked out with <strong>concrete pulverizers<\/strong>; splitting cylinders facilitate breaking edge zones when separation cuts are difficult. A coordinated sequence is important so that no unintended loads are introduced into the scaffold. Short transport paths, clear material staging, and safeguarded access points keep interfaces orderly.<\/p>\n<h3>Rock demolition and tunnel construction<\/h3>\n<p>In tunnel construction, formwork scaffolds appear as falsework and formwork carriage superstructures. For adjusting inverts, abutments, or crown areas, <strong>rock and concrete splitters<\/strong> are useful to initiate cracks and release breakouts in a controlled manner. This reduces vibrations that could affect the precise seating of formwork sheathing, yoke girders, and bracing. Sequenced advances, adequate ventilation, and strict control of hose lines and energy sources are integral to the method.<\/p>\n<h3>Natural stone extraction<\/h3>\n<p>In natural stone extraction, adjacent working scaffolds and temporary platforms are under load. Controlled splitting with hydraulic devices minimizes vibration and protects the bearings and feet of the scaffolds. Where concrete foundations or plinths need to be adjusted, <strong>concrete pulverizers<\/strong> support precise removal. Interim stability checks and secure anchoring points maintain safe working conditions in stepped excavation faces.<\/p>\n<h3>Special applications<\/h3>\n<p>In special settings (confined courtyards, listed structures, medical facilities), strict noise and vibration limits apply. Formwork scaffolds must remain reliably in place while components are adjusted. Hydraulic methods with pulverizers and splitters from Darda GmbH are suitable due to their controlled introduction of force, provided they are embedded in an approved work concept. Permits, time windows, and tailored protection measures are coordinated in the planning stage.<\/p>\n<h2>Planning, assembly and safety<\/h2>\n<p>Planning and assembly follow the recognized rules of engineering and the relevant codes. Key factors are a complete structural analysis, an assembly and use plan, qualified personnel, and continuous supervision. Method statements, clear responsibilities, and documented inspections form the backbone of safe temporary works.<\/p>\n<h3>Assembly sequence<\/h3>\n<ol>\n<li>Check the subgrade and define load distribution (plates, sleepers, pads).<\/li>\n<li>Preassemble elements, align plumb and true, secure connections.<\/li>\n<li>Add bracing and guardrails, keep access routes clear.<\/li>\n<li>Fit the formwork, plan tie locations, account for fresh concrete pressure.<\/li>\n<li>Pre-acceptance and documentation, trial load where required.<\/li>\n<li>Concreting with coordinated sequencing; continuous monitoring of connections.<\/li>\n<\/ol>\n<p>Tools, lifting gear, and energy supplies are positioned outside load paths, with exclusion zones and rescue concepts defined before work starts.<\/p>\n<h3>Occupational safety and environment<\/h3>\n<p>Fall protection, load underpinning, secured access, and defined storage areas are indispensable. Dust and noise reduction are achieved by suitable methods and tools. Low-vibration removal with <strong>concrete pulverizers<\/strong> and splitting with <strong>rock and concrete splitters<\/strong> help to protect adjacent structures. A focus on hose integrity, spill prevention, and ergonomic handling reduces incidents during assembly and concreting.<\/p>\n<h2>Quality assurance, documentation and deconstruction<\/h2>\n<p>Regular visual and functional checks, retightening of connections, and the documentation of changes ensure serviceability. During deconstruction, a clear sequence and unobstructed load paths apply so that no parts give way uncontrollably. Checklists, photographic records, and acceptance protocols create traceability over the entire temporary works lifecycle.<\/p>\n<h3>Dismantling the formwork scaffold: sensible sequence<\/h3>\n<ol>\n<li>Release after curing and proof of load-bearing capacity of the new components.<\/li>\n<li>Unload in defined steps, lower the spindles evenly.<\/li>\n<li>Dismantle bracing and ledgers in reverse assembly order.<\/li>\n<li>Controlled removal of embedded parts; if required, targeted removal with concrete pulverizers at anchor or bearing areas.<\/li>\n<li>Removal and visual inspection of components for reuse.<\/li>\n<\/ol>\n<p>Cleaning, sorting, and documented storage extend service life and support rapid redeployment on subsequent projects.<\/p>\n<h2>Sustainability and resource efficiency<\/h2>\n<p>Durable system components, careful handling, and reuse reduce resource demand. Selective methods such as splitting and pulverizer removal reduce secondary damage, rework, and disposal volumes. This benefits projects in which formwork scaffolds are redeployed multiple times. Repair-friendly design, rental concepts, and minimal transport distances further improve environmental performance.<\/p>\n<h2>Typical mistakes and how to avoid them<\/h2>\n<ul>\n<li>Insufficient load transfer: clarify load paths before assembly, strengthen the subgrade.<\/li>\n<li>Lack of bracing: install diagonals and nodes according to the system, provide tipping\/overturning checks.<\/li>\n<li>Stripping too early: wait for curing and proofs; plan time buffers.<\/li>\n<li>Interference with demolition works: interface management with clear exclusion and working zones.<\/li>\n<li>Inadequate documentation: record changes, define responsibilities, log visual inspections.<\/li>\n<li>Underestimating settlement: verify bearing pressures and monitor during pours to prevent unplanned redistributions.<\/li>\n<li>Incorrect tie layout: coordinate tie spacing and positions with the concreting rate and form pressures to avoid local overloads.<\/li>\n<\/ul>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>A formwork scaffold constitutes the load-bearing and walkable structure that supports formwork during concreting and also provides working and protective functions. It combines the requirements of falsework, working scaffold, and temporary shoring. In new construction, in existing structures, and in specialized deconstruction, it is used wherever fresh concrete pressure, self-weight, <a class=\"moretag\" href=\"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold\">read more&#8230;<\/a><\/p>\n","protected":false},"author":9,"featured_media":0,"parent":14846,"menu_order":0,"comment_status":"open","ping_status":"open","template":"tmpl\/template-wissen.php","meta":{"_acf_changed":false,"footnotes":"","_members_access_role":[],"_members_access_error":""},"class_list":["post-19710","page","type-page","status-publish","hentry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.1 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Formwork Scaffold - Falsework &amp; Temporary Shoring<\/title>\n<meta name=\"description\" content=\"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Formwork Scaffold - Falsework &amp; Temporary Shoring\" \/>\n<meta property=\"og:description\" content=\"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold\" \/>\n<meta property=\"og:site_name\" content=\"Darda GmbH\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/DardaDemolition\" \/>\n<meta property=\"article:modified_time\" content=\"2026-05-15T14:55:03+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"11 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/formwork-scaffold\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/formwork-scaffold\",\"name\":\"Formwork Scaffold - Falsework & Temporary Shoring\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#website\"},\"datePublished\":\"2025-12-09T15:49:13+00:00\",\"dateModified\":\"2026-05-15T14:55:03+00:00\",\"description\":\"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/formwork-scaffold#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/formwork-scaffold\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/formwork-scaffold#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/www.darda.de\\\/en\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Knowledge\",\"item\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Formwork scaffold\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#website\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\",\"name\":\"Darda GmbH\",\"description\":\"\",\"publisher\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#organization\"},\"alternateName\":\"Abbruchwerkzeuge\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/www.darda.de\\\/en?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#organization\",\"name\":\"Darda GmbH\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/www.darda.de\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/android-icon-192x192-1.png\",\"contentUrl\":\"https:\\\/\\\/www.darda.de\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/android-icon-192x192-1.png\",\"width\":192,\"height\":192,\"caption\":\"Darda GmbH\"},\"image\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#\\\/schema\\\/logo\\\/image\\\/\"},\"sameAs\":[\"https:\\\/\\\/www.facebook.com\\\/DardaDemolition\",\"https:\\\/\\\/www.instagram.com\\\/darda_demolition\",\"https:\\\/\\\/www.youtube.com\\\/user\\\/DardaGmbH\",\"https:\\\/\\\/www.xing.com\\\/pages\\\/darda-gmbh\",\"https:\\\/\\\/de.linkedin.com\\\/company\\\/darda-gmbh\"]}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Formwork Scaffold - Falsework & Temporary Shoring","description":"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold","og_locale":"en_US","og_type":"article","og_title":"Formwork Scaffold - Falsework & Temporary Shoring","og_description":"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.","og_url":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold","og_site_name":"Darda GmbH","article_publisher":"https:\/\/www.facebook.com\/DardaDemolition","article_modified_time":"2026-05-15T14:55:03+00:00","twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"11 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold","url":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold","name":"Formwork Scaffold - Falsework & Temporary Shoring","isPartOf":{"@id":"https:\/\/www.darda.de\/en#website"},"datePublished":"2025-12-09T15:49:13+00:00","dateModified":"2026-05-15T14:55:03+00:00","description":"Guide to formwork scaffolds in construction \u2713 temporary support design, load transfer, safety, and deconstruction.","breadcrumb":{"@id":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/www.darda.de\/en\/knowledge\/formwork-scaffold#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.darda.de\/en"},{"@type":"ListItem","position":2,"name":"Knowledge","item":"https:\/\/www.darda.de\/en\/knowledge"},{"@type":"ListItem","position":3,"name":"Formwork scaffold"}]},{"@type":"WebSite","@id":"https:\/\/www.darda.de\/en#website","url":"https:\/\/www.darda.de\/en","name":"Darda GmbH","description":"","publisher":{"@id":"https:\/\/www.darda.de\/en#organization"},"alternateName":"Abbruchwerkzeuge","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.darda.de\/en?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"},{"@type":"Organization","@id":"https:\/\/www.darda.de\/en#organization","name":"Darda GmbH","url":"https:\/\/www.darda.de\/en","logo":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/www.darda.de\/en#\/schema\/logo\/image\/","url":"https:\/\/www.darda.de\/wp-content\/uploads\/2017\/09\/android-icon-192x192-1.png","contentUrl":"https:\/\/www.darda.de\/wp-content\/uploads\/2017\/09\/android-icon-192x192-1.png","width":192,"height":192,"caption":"Darda GmbH"},"image":{"@id":"https:\/\/www.darda.de\/en#\/schema\/logo\/image\/"},"sameAs":["https:\/\/www.facebook.com\/DardaDemolition","https:\/\/www.instagram.com\/darda_demolition","https:\/\/www.youtube.com\/user\/DardaGmbH","https:\/\/www.xing.com\/pages\/darda-gmbh","https:\/\/de.linkedin.com\/company\/darda-gmbh"]}]}},"_links":{"self":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19710","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/comments?post=19710"}],"version-history":[{"count":2,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19710\/revisions"}],"predecessor-version":[{"id":27457,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19710\/revisions\/27457"}],"up":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/14846"}],"wp:attachment":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/media?parent=19710"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}