• Title/Summary/Keyword: buttress wall

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Work Time of Basement Composite Wall Form Assembly by Work Time Analysis (작업분석을 통한 합벽거푸집 구성 요소별 작업소요시간에 관한 연구)

  • Heo, Kyoung-Moo;Kim, Myoung-Hyun;Kim, Tae-Hui;Kim, Jae-Yeob;Kim, Gwang-Hee
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2009.11a
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    • pp.9-13
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    • 2009
  • Recently, construction in downtown is often done closely at the adjacent building. In this case, underground construction need to Basement Composite Wall(BCW) construction. However, generally, during the construction process of BCW form works have many problems that are narrow working space and inefficient time consuming. Despite of these problems, there was no quantitative research for the work time of BCM assembly. Therefore, in this study, work time of CBW form assembly in underground construction is identified by the work analysis. The results of this study reveal that buttress work of basement form take lots of time in the entire work process of Basement Composite Wall form assembly.

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Numerical study on the structural stability of the precast joint buttress wall (프리캐스트 조인트 방법을 사용한 부벽식 옹벽의 구조적 안정성에 대한 수치해석 연구)

  • Kim, Joonseok
    • Journal of the Society of Disaster Information
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    • v.12 no.4
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    • pp.366-372
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    • 2016
  • Recently in case of the concrete retaining wall precast technological change in the field assembled by the way. A precast wall is devied into upper and lower respectively, and the way, assembled in field is being performed. But the assembled part could have been damaged by the earth pressure in a relatively high buttress wall. And, it have been pointed out that large-scale disaster can be occurred. Thus, in this thesis, a structural stability for the buttressed retaining wall with pre-cast joint method was analyzed by a numerical analysis method. The structural stability of the three height retaining wall(7.6m, 8.5m, 10m) was conducted respectively for earth pressure. The maximum principal stress applied to the concrete retaining wall was analyzed to occur locally in the vicinity of the fixing anchor as 23.3 ~ 43.2 MPa.

Bentall's Operation -5 Case Report- (Teflon felt를 이용한 Bentall 술식 치험 5례)

  • 정철하
    • Journal of Chest Surgery
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    • v.27 no.2
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    • pp.153-156
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    • 1994
  • Bentall`s operation for repair of annuloaortic ectasia has been associated with postoperative bleeding and with false aneurysm of the anastomotic site between the coronary orifice and composite graft.Among 5 cases, 2 cases have been operated direct anastomosis between coronary artery and vascular graft.Remained 3 cases have been operated with doughnutlike Teflon felt buttress.The technique of sandwiching the freed button of aortic wall bearing the coronary artery ostium between an outer Teflon felt doughnutlike buttress and the inner composite graft provides a leak-proof anastomosis.We experienced one case reoperation for bleeding at coronary anastomotic site above method.

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A Numerical study on Behavior of Soft Clay Soils with Installed Buttress Type Self Supporting Composite Wall (격벽형 중력식 2열 합성소일벽(BSCW)공법을 적용한 연약점토지반의 거동에 대한 수치해석적 연구)

  • Kim, Dongkwan;Jung, Hyun-Seok;Choi, Hangseok;Won, Jongmuk
    • Journal of the Korean Geotechnical Society
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    • v.35 no.11
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    • pp.15-23
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    • 2019
  • In this study, the displacement of soft clay layer with installed Buttress type Self supporting Composite Wall (BSCW) was investigated using numerical method. The model was validated using the field displacement data at the front center of BSCW and parametric analysis of the model was implemented at varied cohesion, elastic modulus of 3 different clay layers (soft, medium, and stiff). In addition, parametric study was also performed for varied center-to-center distance of bottom cement grouting columns installed by jumbo special pattern (JSP) method. The results of parametric study demonstrated that the displacement of BSCW is the most significant in soft clay layer and low center-to-center distance of grouting columns is required at relatively low elastic modulus of clay layer.

Classification and Postoperative Results of Pure Medial and Inferior Blow-out Fractures (안와 내벽 및 하벽 복합 파열골절 환자의 분류 및 술후 결과 분석)

  • Nam, Su Bong;Lee, Jae Woo;Kim, Kyoung Hoon;Choi, Soo Jong;Kang, Cheol Uk;Bae, Yong Chan
    • Archives of Craniofacial Surgery
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    • v.10 no.1
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    • pp.1-6
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    • 2009
  • Purpose: This study presents a classification of pure medial and inferior blow-out fracture, and confirms the relationship between the types of fractures, postoperative complications and operative methods. Methods: Sixty patients were treated by transnasal endoscopic reduction with $Medpor^{(R)}$ implantation through subciliary incision and foley catheter insertion into maxillary sinus was done if there was extensive orbital floor fracture. Fractures were classified by number of coronal sections from posterior margin of fossa for lacrimal sac to orbital apex in CT. Type I is defined when the medial wall fracture is over 50% and inferior wall fracture below 50%. Type II, when below 50% medial wall fracture and over 50% floor fracture were present. If there were both over 50%, it was classified as Type III and both below 50% for Type IV. Extreme fracture involving orbital buttress was Type V and postoperative findings in all patients were examined. Results: Type I and V were most common and preoperative findings were more likely to present according to extent of inferior fracture. Diplopia remained in 2 cases after additional insertion of foley catheter, but enophthalmos over 2 mm were presented in 3 cases and diplopia in 3 cases were observed who were not treated with foley catheter. Conclusion: Postoperative complications were increased according to extent of fracture, especially buttress involvement. Additional insertion of foley catheter proved its effectiveness in decreasing postoperative complications.

Application for Environment-friendly Retaining Wall Method Composed with Permanent Ground Anchor and Vertical Precast Panel in Cutting Slope Area (영구앵커와 연직 프리캐스트패널을 사용한 절토사면 친환경옹벽공법의 적용사례)

  • Nam, Hong-Ki;Jung, Hong-Seop
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.09a
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    • pp.87-96
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    • 2010
  • PAP method is a combined measures which consist a anchored retaining wall method with permanent ground anchors and vertical precast concrete panels, step by step on the slope surface. And soil is back filled between slope and vertical precast panels. Therefore, this method is more effective than any other ground anchor reinforcing methods of slope stability, for example cross type concrete block ground anchor or buttress concrete block ground anchor method. Because of increasing effective anchor force and green tree planting.

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Development of Design Charts to Estimate Member Forces on Basement Wall (지하벽체의 최대부재력 산정을 위한 차트의 개발)

  • Kim, Young-Chan;Kim, Ju-Bum
    • Journal of the Korean Society of Safety
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    • v.27 no.3
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    • pp.104-110
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    • 2012
  • It is a common practice to design basement walls acting as a one-way slab or plate with idealized boundary conditions, resulting in potentially inefficient design. The walls are often supported by buttress columns and side walls in the vertical direction, thereby acting as a two-way slab. In this study, structural behavior of single-story, three-span basement wall subjected to lateral soil pressure was investigated. Three dimensional finite element analyses were conducted to determine the force distribution on the wall. Based on the numerical studies, a regression analysis was carried out to determine the design values of moments in vertical and horizontal directions as well as shear forces on the wall and design charts are developed. The proposed design method with accompanying design charts would enable practicing engineers to estimate member forces on the wall for preliminary design purpose without resorting to finite element analysis. Numerical examples demonstrated the applicability of the proposed method.

Orbital wall restoring surgery with resorbable mesh plate

  • Joo, Jae Doo;Kang, Dong Hee;Kim, Hyon Surk
    • Archives of Craniofacial Surgery
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    • v.19 no.4
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    • pp.264-269
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    • 2018
  • Background: Orbital resorbable mesh plates are adequate to use for isolated floor and medial wall fractures with an intact bony buttress, but are not recommended to use for large orbital wall fractures that need load bearing support. The author previously reported an orbital wall restoring surgery that restored the orbital floor to its prior position through the transnasal approach and maintained temporary extraorbital support with a balloon in the maxillary sinus. Extraorbital support could reduce the load applied on the orbital implants in orbital wall restoring surgery and the use of resorbable implants was considered appropriate for the author's orbital wall restoring technique. Methods: A retrospective review was conducted of 31 patients with pure unilateral orbital floor fractures between May 2014 and May 2018. The patients underwent transnasal restoration of the orbital floor through insertion of a resorbable mesh plate and maintenance of temporary balloon support. The surgical results were evaluated by the Hertel scale and a comparison of preoperative and postoperative orbital volume ratio (OVR) values. Results: The OVR decreased significantly, by an average of 6.01% (p<0.05) and the preoperative and postoperative Hertel scale measurements decreased by an average of 0.34 mm with statistical significance (p<0.05). No complications such as buckling or sagging of the implant occurred among the 31 patients. Conclusion: The use of resorbable mesh plate in orbital floor restoration surgery is an effective and safe technique that can reduce implant deformation or complications deriving from the residual permanent implant.

One-point versus two-point fixation in the management of zygoma complex fractures

  • Lee, Kyung Suk;Do, Gi Cheol;Shin, Jae Bong;Kim, Min Hyung;Kim, Jun Sik;Kim, Nam Gyun
    • Archives of Craniofacial Surgery
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    • v.23 no.4
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    • pp.171-177
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    • 2022
  • Background: The treatment of zygoma complex fractures is of crucial importance in the field of plastic surgery. However, surgical methods to correct zygoma complex fractures, including the number of fixation sites, differ among operators. Although several studies have compared two-point and three-point fixation, no comparative research has yet been conducted on one-point versus two-point fixation using computed tomography scans of surgical results. Therefore, the present study aimed to address this gap in the literature by comparing surgical results between one-point and two-point fixation procedures. Methods: In this study, we randomly selected patients to undergo surgery using one of two surgical methods. We analyzed patients with unilateral zygoma complex fractures unaccompanied by other fractures according to whether they underwent one-point fixation of the zygomaticomaxillary buttress or two-point fixation of the zygomaticomaxillary buttress and the zygomaticofrontal suture. We then made measurements at three points-the zygomaticofrontal suture, inferior orbital wall, and malar height-using 3-month postoperative computed tomography images and performed statistical analyses to compare the results of the two methods. Results: All three measurements (zygomaticofrontal suture, inferior orbital wall, and malar height) showed significant differences (p< 0.05) between one-point and two-point fixation. Highly significant differences were found for the zygomaticofrontal suture and malar height parameters. The difference in the inferior wall measurements was less meaningful, even though it also reached statistical significance. Conclusion: Using three parameters in a statistical analysis of imaging findings, this study demonstrated significant differences in treatment outcomes according to the number of fixations. The results indicate that bone alignment and continuity can be achieved to a greater extent by two-point fixation instead of one-point fixation.

Cost Analysis of Construction Phase in Basement Composite Wall Form (지하 합벽 거푸집의 시공단계별 원가 분석에 관한 연구)

  • Choi, Oh-Young;Heo, Kyoung-Moo;Kim, Tae-Hui;Kim, Jae-Yeob;Kim, Gwang-Hee
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.6
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    • pp.189-195
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    • 2009
  • Recently, the urban centralization phenomenon appears to be growing. As a result, many vigorous efforts for the use of underground space are being made. In particular, the basement depth of construction in the downtown area has deepened and construction is often done close to adjacent buildings. In this case, generally, the underground construction approach mainly used is the composite basement wall system. However, a cost analysis of the basement composite wall system does not exist. Therefore, in this study, the cost of the composite basement wall system was analyzed. The percentage breakdown of costs were: buttress work processes, 3% form work processes, 26% reinforcement work processes, 12% support work processes, 42% and other processes,17%. Accordingly, it will be necessary when developing new technology and construction methods to determine the development focus.