Is he also gay?

Japanese adult video (AV) actress Hana Kuraki has reportedly died at the age of 25. According to reports, Kuraki was found dead in an apartment in Tokyo. News of her death was first reported by a Japanese social media account, with several people in the industry subsequently posting messages mourning her death. Kuraki made her debut in 2024 and had gained popularity in the industry. As of the evening of Sept 13, her agency, Japanese police and the adult film companies she worked with had yet to officially announce her cause of death or provide full details of the case. Following news of her death, reports about a relationship dispute involving Kuraki before her death have also resurfaced. Online claims alleged that Kuraki had been in a relationship with male host Shota Taira (平良翔太), and that the pair had disputes involving their breakup, money and other personal matters. In May this year, Kuraki was reportedly injured while chasing after a phone that had been taken away, suffering serious injuries to her face and chin. She later publicly shared details of her injuries and postponed activities marking the second anniversary of her debut. She also temporarily suspended some of her work. More recently, alleged chat records and other materials said to be connected to Kuraki before her death have circulated online. The materials reportedly referred to financial pressure, concerns over her personal safety and alleged threats. Those behind the allegations also named Taira and a related male host group, raising questions about how previous disputes involving Kuraki had been handled. However, claims involving possible domestic violence, psychological control and financial exploitation remain largely based on online allegations and accounts from people connected to the matter. The claims have not been confirmed by police investigations, and it remains unclear whether any of these allegations are connected to Kuraki’s death. Authorities have yet to officially disclose her cause of death or the full circumstances surrounding the case.

SINGAPORE – A Bukit Panjang condominium’s developer and others involved in its construction have been sued over alleged construction defects after a piece of concrete detached from a balcony and fell 20m. The incident led to the discovery that 60 per cent of balconies in one apartment block produced hollow sounds when their edges were tested. The developer and the others sued – the condo’s architect, structural engineer, railing engineer and subcontractor – have disputed the allegations and denied liability.   They have separately filed their defences at the High Court. The developer said it did not carry out construction of the condo, and had appointed competent parties to do the work. The architecture firm said its drawings provided for a full reinforced concrete balcony slab, and it was not appointed to supervise structural works.   The structural engineer challenged the finding that the affected balconies are defective.   The railing engineer claimed its design is structurally sound and code-compliant. The subcontractor said the architect and engineers had checked its work. Hollow sections in balconies Foresque Residences, a 99-year leasehold development in Petir Road, received its temporary occupation permit in June 2014. It comprises five blocks and 496 units.   On Feb 15, 2025, a “cementitious patch” detached from the underside of a balcony on the third floor at Block 105 and landed in a first-floor unit below, according to court documents. The Building and Construction Authority (BCA) was alerted to an incident involving fallen concrete at Block 105 Petir Road that day, but “as the matter is before the courts, we are unable to comment further”, said its spokesman. According to court documents filed, BCA inspected the site on the same day and subsequently issued a Notice to Maintain to the MCST, requiring immediate safety measures and permanent rectification works. Foresque Residences’ management corporation (MCST) later appointed professional engineer Chan Chee Choon of Castello Consultant to investigate the cause and to determine whether similar structural risks exist elsewhere in the development. After inspecting Block 105, Chan found that part of the balcony slab had not been built as intended. He said a 70mm section of concrete was missing, and the gap was later filled with cement mortar. Chan alleged that the deviation from the design created a section vulnerable to separating from the main concrete. To check whether similar structural risks existed elsewhere in the condo development, Chan carried out tests on the underside of the balcony slab edges. Subsequently, he reported finding no steel reinforcement at several sites. Hammer-tapping tests found hollow sections that could indicate poor bonding.   Inspections of the other four blocks did not uncover the same condition, the court documents noted.  ST PHOTO: GIN TAY   About 60 per cent of the balcony slab edges at Block 105 were apparently found to produce hollow sounds during the hammer-tapping tests. This, Chan alleged, indicated poor bonding and potential separation of the cementitious layer from the main concrete. In total, 88 balconies in Block 105 were identified by Chan as affected by the defect. Inspections of the other four blocks did not uncover the same condition, the court documents noted. The MCST, represented by Lim Tat from Aequitas Law, alleged that the defects at Block 105 pose a serious safety risk. It is seeking damages from developer Wincheer Investment, architect Arc Studio Architecture + Urbanism, structural engineer KTP Consultants, professional engineer GLT Engineers and subcontractor Credence Engineering. Developer says it did not carry out construction Wincheer, represented by Vanessa Ku of Rajah & Tann Singapore, denied being responsible for the design, supply, installation or construction of the development. It asserted that it had discharged its duty of care by hiring “competent” and “award-winning” independent contractors in the construction of the development. In response to the MCST’s expert findings, Wincheer argued that the 70mm cementitious patch along the edge of the railing is not part of the structural support for the railing. Any detachment of the patch was a maintenance issue rather than a structural defect. Court documents noted that when the developer conducted a site inspection in March and April 2026, it did not observe any visible popping or cracking in balcony tiles and that there was no sign of structural distress. Wincheer also pointed out that the MCST’s claims are legally time-barred and the six-year limitation period would have expired in 2021.   Other defendants deny responsibility The project architect, Arc Studio Architecture + Urbanism, said its drawings provided for a full reinforced concrete balcony slab, and it never authorised the alleged deviation. Represented by Anparasan Kamachi from Whitefern, the architect said it was not appointed as the structural engineer or qualified person for structural works, nor was it appointed to undertake the site supervision of the structural works. It also did not carry out the casting of the balcony slabs. The architect also claimed to have exercised reasonable supervision, but it was not required to be constantly on site or inspect every part of the works. It added that it could not reasonably be expected to detect concealed or unreported deviations from the approved design. KTP Consultants, responsible for the structural design of the condominium, also denied that the alleged defects compromised the structural integrity of the railing system. Represented by Amanda Koh from Allyed Gateway, the civil and structural engineering firm challenged the testing methods adopted by the MCST’s expert, calling them unreliable or inappropriate. Even if the alleged findings are accurate, it pointed to “isolated workmanship or construction execution issues confined to only certain areas in Block 105”, rather than a systemic structural design defect. GLT Engineers, appointed to design the balcony railings, claimed that its design for the balcony railing system was structurally sound and code-compliant. Represented by Michael Por of Michael Por Law Corporation, GLT said the alleged defects were attributable to the construction of the balcony slab, which is outside its scope. Credence Engineering, represented by Mark Lee of Mark Lee Chambers Law Corporation, said it was engaged by the main contractor to install balcony railings for certain blocks in the development. The firm denied all allegations of negligence and claimed that its work was subjected to the checks and approval of multiple other parties, including Arc Studio Architecture and GLT Engineers. The subcontractor said more than 14 years had passed since it was awarded the subcontract and that it no longer had most of its project records, leaving it unable to ascertain whether its railing works even covered Block 105. The Accounting and Corporate Regulatory Authority record showed that the main contractor, Tiong Aik Construction, is undergoing creditors’ voluntary winding-up.  

@noobmaster

Will sniff her red curry farts