公开(公告)号：KR100841387B1

公开(公告)日：2008-06-25

申请号：KR1020070058987

申请日：2007-06-15

申请人： 이원호 ,  김범준

发明人： 이원호 ,  김범준 ,  백운학 ,  허갑수 ,  노재천 ,  김형렬 ,  이준

IPC分类号： E04G13/04 ,  E04C5/08 ,  E04G11/50 ,  E04G11/48

CPC分类号： E04G13/04 ,  E04G21/12

摘要： A non-supporting prestressed form for beams is provided to transfer its self weight as well as pouring pressure and load of concrete to the opposite ends, while enabling fast construction using al lower space of a beam as a working spot during curing of concrete since, since installation of a supporting post is redundant. A non-supporting prestressed form(100) for beams comprises a sheathing board(110), a center fixation(120), and a tensioning member(130). The sheathing board comprises a side sheathing board(112) on lateral sides of a beam and a lower sheathing board(111) to form lateral sides and lower side of the beam. The center fixation is installed in the middle of length direction of the sheathing board, comprising a support(121) fixed to support the sheathing board, and a fixed piece(122) hinged to the support. The tensioning member as a member installed on the outside of side sheathing board on lateral sides of the sheathing board for tensioning, is installed from an upper side of one end of the side sheathing board to an upper side of the other end via the fixed piece of the center fixation.

摘要翻译： 提供用于梁的不支撑的预应力形式，以将混凝土的自重以及混凝土的浇筑压力和载荷转移到相对端，同时在混凝土固化期间能够使用梁的较低空间作为工作点进行快速施工， 因为安装支柱是多余的。 用于梁的不支撑的预应力形式（100）包括护板（110），中心固定件（120）和张紧构件（130）。 护板包括在横梁的侧面上的侧护板（112）和下护套板（111），以形成梁的侧面和下侧。 中心固定件安装在护板的长度方向的中间，包括固定以支撑护套板的支撑件（121）和铰接到支撑件的固定件（122）。 作为安装在护套板外侧的侧护板的外侧的作为构件的张紧构件从侧板的一端的上侧经由固定片安装到另一端的上侧 的中心固定。

公开(公告)号：KR100788396B1

公开(公告)日：2008-01-02

申请号：KR1020070007875

申请日：2007-01-25

申请人： 이원호 ,  김범준

发明人： 이원호 ,  김범준 ,  백운학 ,  허갑수 ,  노재천 ,  김형렬 ,  이준

IPC分类号： E04G11/50 ,  E04G13/04 ,  E04C3/04

CPC分类号： E04G13/04 ,  E04G21/12

摘要： A non-support type prestressed beam form and an installation structure of thereof are provided to exclude the necessity of installation of timbering by transferring the dead weight of a member, concreting pressure and concrete load to two ends. A non-support type prestressed beam form(100) installed to a beam for constructing a concrete beam in a construction field for resisting the dead weight of a member, concreting pressure and concrete load without timbering includes a beam sheathing board(110) composed of two side sheathing boards(112) and a bottom sheathing board(111), an intermediate anchorage(120) fixed to the middle of the beam sheathing board and composed of a support plate supporting the bottom sheathing board of the beam sheathing board and an anchor plate expanding to support the beam sheathing board more stably, thereby to disperse the dead weight of the beam sheathing board and the pressure and load of concrete placed in the beam sheathing board to a tension member evenly, and a tension member(130) restrained to the anchor plate of the intermediate anchorage and placed along the two side sheathing boards to increase the bending stress of the beam sheathing board and to transfer the load of the middle part to two ends.

摘要翻译： 提供了非支撑型预应力梁形式及其安装结构，以排除通过将构件的自重，混凝土压力和混凝土载荷转移到两端来安装木材的必要性。 一种安装在梁上的非支撑型预应力梁形式（100），用于在建筑领域中用于构造混凝土梁，用于抵抗构件的自重，混凝土施加荷载而没有木材包括：梁护板（110），其由 两个侧护板（112）和一个底部护板（111），一个中间锚固件（120），固定在梁护板的中间，由支撑板支撑板护板的底板和支撑板组成 平板膨胀以更稳定地支撑束护板，从而将梁护板的自重分散，并将放置在梁护板中的混凝土的压力和载荷均匀地分散到张紧构件上，并将张紧构件（130） 中间锚固板的锚板，沿着两侧护板放置，以增加梁护板的弯曲应力，并将中间部分的载荷传递到tw o结束。