{"id":308,"date":"2025-10-29T03:11:55","date_gmt":"2025-10-29T03:11:55","guid":{"rendered":"https:\/\/mj-anchor.com\/?p=308"},"modified":"2025-10-29T06:00:21","modified_gmt":"2025-10-29T06:00:21","slug":"hex-bolt-sleeve-anchor-a-comprehensive-technical-review-for-the-u-s-market","status":"publish","type":"post","link":"https:\/\/mj-anchor.com\/fr\/hex-bolt-sleeve-anchor-a-comprehensive-technical-review-for-the-u-s-market\/","title":{"rendered":"Hex Bolt Sleeve Anchor: A Comprehensive Technical Review for the U.S. Market"},"content":{"rendered":"<h2 class=\"wp-block-heading\">Executive Summary<\/h2>\n\n\n\n<p>Hex bolt sleeve anchors are torque-controlled mechanical expansion fasteners used to secure fixtures to normal-weight concrete, solid brick, and concrete masonry units (CMU). In the United States, they are a dependable option for medium-duty anchorage where cross-substrate versatility, predictable installation, and documented performance are required. This review integrates multiple data tables you can paste directly into WordPress; in the Block Editor, choose \u201cTable\u201d and paste each table section to render as a formatted table.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Definition and Scope<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">What Is a Hex Bolt Sleeve Anchor?<\/h3>\n\n\n\n<p>A hex bolt sleeve anchor consists of a hex head bolt, a slotted expansion sleeve, and a tapered cone. Applying torque draws the cone into the sleeve, expanding it against the borehole wall to develop radial bearing and friction.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">Where It Excels<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Medium-duty attachments in concrete and masonry<\/li>\n\n\n\n<li>Immediate loading without adhesive cure time<\/li>\n\n\n\n<li>Mixed-substrate jobs with consistent installation quality<\/li>\n\n\n\n<li>Tolerance to slight hole variability and masonry web engagement<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Mechanism and Components<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Component Breakdown<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Hex head bolt or integral hex washer head<\/li>\n\n\n\n<li>Slotted expansion sleeve<\/li>\n\n\n\n<li>Expansion cone\/wedge<\/li>\n\n\n\n<li>Washer and nut (for through-bolt variants)<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Principle of Operation<\/h3>\n\n\n\n<p>Torque drives the cone into the sleeve, generating outward pressure and friction along the hole wall. Capacity depends on sleeve geometry, base material strength, embedment, hole tolerance\/cleanliness, and torque accuracy.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Representative Capacities by Size and Substrate (Indicative)<\/h2>\n\n\n\n<p>Assumptions: uncracked normal-weight concrete unless noted; standard hole cleaning; specified torque. Use the product ESR for design in cracked concrete, reduced edge\/spacing, and combined loads.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Diameter (in)<\/th><th>Minimum Embedment (in)<\/th><th>Allowable Tension (lbf)<\/th><th>Allowable Shear (lbf)<\/th><th>Typical Substrate<\/th><\/tr><\/thead><tbody><tr><td>1\/4<\/td><td>~1.25<\/td><td>300\u2013700<\/td><td>350\u2013800<\/td><td>Concrete<\/td><\/tr><tr><td>5\/16<\/td><td>~1.50<\/td><td>500\u20131,100<\/td><td>700\u20131,300<\/td><td>Concrete<\/td><\/tr><tr><td>3\/8<\/td><td>~1.90<\/td><td>800\u20131,600<\/td><td>1,000\u20132,000<\/td><td>Concrete<\/td><\/tr><tr><td>1\/2<\/td><td>~2.25<\/td><td>1,500\u20133,000<\/td><td>2,000\u20133,800<\/td><td>Concrete<\/td><\/tr><tr><td>3\/8<\/td><td>2.0\u20132.5<\/td><td>400\u20131,100<\/td><td>600\u20131,400<\/td><td>Hollow CMU web<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image aligncenter size-large\"><img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"682\" data-id=\"312\" src=\"https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3-1024x682.jpg\" alt=\"Hex Bolt Sleeve Anchor\" class=\"wp-image-312\" title=\"\" srcset=\"https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3-1024x682.jpg 1024w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3-600x400.jpg 600w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3-300x200.jpg 300w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3-768x512.jpg 768w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-3.jpg 1280w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">U.S. Codes, Standards, and Compliance<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Evaluation and Design Frameworks<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>ICC-ES ESR per AC193 (concrete) and AC106 (masonry), tested to ACI 355<\/li>\n\n\n\n<li>ACI 318 Chapter 17 for concrete anchorage (LRFD\/ASD)<\/li>\n\n\n\n<li>TMS 402\/602 for masonry design and construction<\/li>\n\n\n\n<li>Materials: ASTM A307\/A449\/A193\/A320, F593\/F594, B633<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Specifier Checklist<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Current ESR covering substrate (cracked\/uncracked concrete; hollow\/solid masonry), seismic category, temperature, fire limits<\/li>\n\n\n\n<li>Verify minimum embedment, edge distance, spacing, drill-bit tolerance, torque<\/li>\n\n\n\n<li>Align with IBC adoption and OSHA 29 CFR 1926.1153 for dust controls<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Materials and Corrosion Resistance<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Common Material Options<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Zinc-plated carbon steel (ASTM B633): dry interiors<\/li>\n\n\n\n<li>304 stainless (ASTM F593\/F594): general exterior\/humid<\/li>\n\n\n\n<li>316 stainless (ASTM F593\/F594): chloride-rich\/coastal\/de-icing salts<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Material Selection vs Environment and Lifecycle<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Environment\/Exposure<\/th><th>Recommended Material<\/th><th>Rationale<\/th><th>Lifecycle Note<\/th><\/tr><\/thead><tbody><tr><td>Dry interior<\/td><td>Zinc-plated carbon steel<\/td><td>Economical; low corrosion risk<\/td><td>Lowest upfront cost<\/td><\/tr><tr><td>General exterior\/humid<\/td><td>304 stainless steel<\/td><td>Broad atmospheric resistance<\/td><td>Reduced maintenance<\/td><\/tr><tr><td>Coastal, de-icing salts, splash zones<\/td><td>316 stainless steel<\/td><td>Superior chloride pitting resistance<\/td><td>Longer service life<\/td><\/tr><tr><td>Chemical\/wastewater<\/td><td>316 stainless steel<\/td><td>Enhanced chemical resistance<\/td><td>Consider isolating dissimilar metals<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Load Behavior and Influencing Variables<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Primary Failure Modes<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Steel yielding\/fracture<\/li>\n\n\n\n<li>Pullout\/slip from inadequate expansion<\/li>\n\n\n\n<li>Concrete breakout cone<\/li>\n\n\n\n<li>Masonry web crushing\/pull-through (hollow CMU)<\/li>\n\n\n\n<li>Side-face blowout near edges<\/li>\n\n\n\n<li>Combined tension\u2013shear interaction per ACI 318<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Key Variables<\/h3>\n\n\n\n<p>Embedment (hef), base material strength, hole tolerance\/cleanliness, edge distance\/spacing, installation torque, and sleeve geometry.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Key Variables and Their Typical Effects<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Variable<\/th><th>Typical Effect on Capacity<\/th><th>Practical Guidance<\/th><\/tr><\/thead><tbody><tr><td>Embedment depth (hef)<\/td><td>Increases concrete breakout resistance<\/td><td>Meet\/exceed ESR minimum; respect edge limits<\/td><\/tr><tr><td>Base material strength<\/td><td>Higher f\u2019c increases breakout capacity<\/td><td>Verify substrate strength and condition<\/td><\/tr><tr><td>Hole tolerance\/cleanliness<\/td><td>Oversize\/dirty holes reduce friction<\/td><td>Match bit size; blow\u2013brush\u2013blow or HEPA vacuum<\/td><\/tr><tr><td>Edge distance\/spacing<\/td><td>Close proximity reduces strength<\/td><td>Follow ESR reductions; consider layout changes<\/td><\/tr><tr><td>Installation torque<\/td><td>Under-torque reduces expansion; over-torque can crush masonry<\/td><td>Use calibrated wrench; avoid impact for final set<\/td><\/tr><tr><td>Sleeve geometry\/diameter<\/td><td>Larger\/more effective sleeves raise friction and bearing<\/td><td>Select size and geometry per load demands<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Installation and Field Procedures<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Tools and Preparation<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Rotary hammer\/hammer drill with matching carbide bit<\/li>\n\n\n\n<li>Nylon brush and blow-out bulb or HEPA vacuum<\/li>\n\n\n\n<li>Calibrated torque wrench and sockets<\/li>\n\n\n\n<li>PPE; OSHA silica controls<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Step-by-Step Workflow<\/h3>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Lay out anchors with required edge distance and spacing.<\/li>\n\n\n\n<li>Drill to depth using the correct bit; keep holes round and on-size.<\/li>\n\n\n\n<li>Clean boreholes: blow\u2013brush\u2013blow cycles or HEPA vacuum.<\/li>\n\n\n\n<li>Position fixture; insert anchor until washer seats.<\/li>\n\n\n\n<li>Torque to specification with a calibrated wrench.<\/li>\n\n\n\n<li>For critical points, verify torque after initial loading or temperature cycles.<\/li>\n<\/ol>\n\n\n\n<h2 class=\"wp-block-heading\">Installation Parameters and Good Practice<\/h2>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Parameter<\/th><th>Typical Guidance<\/th><th>Notes<\/th><\/tr><\/thead><tbody><tr><td>Drill bit size<\/td><td>Match nominal anchor diameter<\/td><td>Replace worn bits that oversize<\/td><\/tr><tr><td>Hole cleaning<\/td><td>\u22652 blow\u2013brush\u2013blow cycles or HEPA vacuum<\/td><td>Critical for repeatable capacity<\/td><\/tr><tr><td>Torque tool<\/td><td>Calibrated click or digital wrench<\/td><td>Avoid impact drivers for final set<\/td><\/tr><tr><td>Edge distance (rule-of-thumb)<\/td><td>8\u201310 \u00d7 anchor diameter<\/td><td>Use ESR for exact reductions<\/td><\/tr><tr><td>Minimum spacing (rule-of-thumb)<\/td><td>8\u201310 \u00d7 anchor diameter<\/td><td>Adjust per ESR and layout<\/td><\/tr><tr><td>Proof load (critical anchors)<\/td><td>40\u201350% of design tension<\/td><td>Non-destructive verification<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Comparative Selection Guidance<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Sleeve Anchor vs Wedge Anchor<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Sleeve: forgiving in masonry, cross-substrate use; medium capacity<\/li>\n\n\n\n<li>Wedge: higher capacity in sound concrete; tighter tolerance requirements<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Sleeve Anchor vs Concrete Screw Anchor<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Screw: fast, removable; sensitive to hole size and cleanliness<\/li>\n\n\n\n<li>Sleeve: predictable torque-controlled expansion; broader substrate range<\/li>\n<\/ul>\n\n\n\n<h3 class=\"wp-block-heading\">Sleeve Anchor vs Adhesive Anchor<\/h3>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Sleeve: immediate set; less sensitive to ambient conditions<\/li>\n\n\n\n<li>Adhesive: high capacity, cracked concrete\/hollow masonry with screens; requires cure time and QA<\/li>\n<\/ul>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-2 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" width=\"1024\" height=\"682\" data-id=\"310\" src=\"https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1-1024x682.jpg\" alt=\"Hex Bolt Sleeve Anchor\" class=\"wp-image-310\" title=\"\" srcset=\"https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1-1024x682.jpg 1024w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1-600x400.jpg 600w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1-300x200.jpg 300w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1-768x512.jpg 768w, https:\/\/mj-anchor.com\/wp-content\/uploads\/2025\/10\/Hex-Bolt-Sleeve-Anchor-1.jpg 1280w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">Hex Bolt Sleeve Anchor <\/figcaption><\/figure>\n<\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Quick-Spec Sheet for Submittals (Template)<\/h2>\n\n\n\n<p>Fill with project values for fast submittals and procurement.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Field<\/th><th>Project Entry<\/th><\/tr><\/thead><tbody><tr><td>Product\/Model<\/td><td><\/td><\/tr><tr><td>ICC-ES ESR<\/td><td><\/td><\/tr><tr><td>Diameter \u00d7 Length<\/td><td><\/td><\/tr><tr><td>Base Material<\/td><td><\/td><\/tr><tr><td>Minimum Embedment<\/td><td><\/td><\/tr><tr><td>Edge Distance \/ Spacing<\/td><td><\/td><\/tr><tr><td>Torque Specification<\/td><td><\/td><\/tr><tr><td>Corrosion Class<\/td><td><\/td><\/tr><tr><td>Special Conditions (cracked, seismic, fire, temperature)<\/td><td><\/td><\/tr><tr><td>QA\/QC (proof-load %, torque log, cleaning method)<\/td><td><\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Sizing, Layout, and Detailing<\/h2>\n\n\n\n<p>Meet or exceed ESR embedment; ensure thread engagement after accounting for fixture thickness. Maintain edge distances and spacing per ESR; apply interaction checks for combined tension\u2013shear and consider prying from connected elements and base plate stiffness.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Environmental, Fire, and Temperature Considerations<\/h2>\n\n\n\n<p>Verify sustained and short-term temperature limits in the ESR. Coordinate with tested assemblies for fire-resistance requirements. In chloride-rich or chemical exposures, prefer 316 stainless and avoid galvanic pairs.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Procurement and Cost Factors<\/h2>\n\n\n\n<p>Material grade, size\/length, ESR documentation and seismic qualification, and stainless lead times drive cost. Stainless often reduces lifecycle costs in aggressive environments.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Professional Data Icons (Textual Cues)<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Capacity gauge icon: tension\/shear ranges<\/li>\n\n\n\n<li>Shield icon: corrosion class (zinc-plated, 304, 316)<\/li>\n\n\n\n<li>Compliance checkmark: ICC-ES ESR and ACI 318 alignment<\/li>\n\n\n\n<li>Torque wrench icon: torque specification and verification<\/li>\n\n\n\n<li>Brick-and-block icon: masonry suitability<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Frequently Asked Questions<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">1) Can hex bolt sleeve anchors be specified for cracked concrete?<\/h3>\n\n\n\n<p>Yes, if the product\u2019s ICC-ES ESR explicitly covers cracked concrete per AC193 and ACI 355 testing. Apply ESR reduction factors and verify seismic qualifications where required.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">2) What torque should be specified for common sizes?<\/h3>\n\n\n\n<p>Manufacturer-specific; as indicative ranges, 3\/8 in anchors often require 15\u201325 ft\u00b7lbf and 1\/2 in anchors 35\u201350 ft\u00b7lbf. Always follow the exact ESR or data sheet value.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\">3) Are sleeve anchors suitable for hollow CMU?<\/h3>\n\n\n\n<p>Yes, within ESR-defined limits. They engage CMU webs but deliver lower and more variable capacity than solid substrates. Use conservative torque and, where permitted, longer embedment.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Outbound References and Attributions<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li>ICC-ES Evaluation Reports (ESR database): <a href=\"https:\/\/www.icc-es.org\/evaluation-reports\/\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">https:\/\/www.icc-es.org\/evaluation-reports\/<\/a><\/li>\n\n\n\n<li>American Concrete Institute (ACI) \u2014 ACI 318 and ACI 355: <a href=\"https:\/\/www.concrete.org\/\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">https:\/\/www.concrete.org\/<\/a><\/li>\n\n\n\n<li>ASTM International \u2014 A307, A449, A193, A320, F593, F594, B633: <a href=\"https:\/\/www.astm.org\/\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">https:\/\/www.astm.org\/<\/a><\/li>\n\n\n\n<li>The Masonry Society (TMS 402\/602): <a href=\"https:\/\/masonrysociety.org\/\" target=\"_blank\" rel=\"noreferrer noopener nofollow\">https:\/\/masonrysociety.org\/<\/a><\/li>\n<\/ul>\n\n\n\n<p>Notes on evidence and originality: Capacity ranges, torque guidance, and best practices are synthesized from publicly available U.S. manufacturer datasheets and ICC-ES ESRs commonly appearing in leading Google results for \u201cHex Bolt Sleeve Anchor.\u201d Use the current product ESR and data sheet for final design.<\/p>","protected":false},"excerpt":{"rendered":"<p>Hex bolt sleeve anchors are torque-controlled mechanical expansion fasteners used to secure fixtures to normal-weight concrete, solid brick, and concrete masonry units (CMU). In the United States, they are a dependable option for medium-duty anchorage where cross-substrate versatility, predictable installation, and documented performance are required. This review integrates multiple data tables you can paste directly into WordPress; in the Block Editor, choose \u201cTable\u201d and paste each table section to render as a formatted table.<\/p>","protected":false},"author":1,"featured_media":311,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[27],"tags":[],"class_list":["post-308","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-blog"],"_links":{"self":[{"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/posts\/308","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/comments?post=308"}],"version-history":[{"count":0,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/posts\/308\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/media\/311"}],"wp:attachment":[{"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/media?parent=308"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/categories?post=308"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/mj-anchor.com\/fr\/wp-json\/wp\/v2\/tags?post=308"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}