[go: up one dir, main page]

CN102472044B - Fastening plate - Google Patents

Fastening plate Download PDF

Info

Publication number
CN102472044B
CN102472044B CN2010800260545A CN201080026054A CN102472044B CN 102472044 B CN102472044 B CN 102472044B CN 2010800260545 A CN2010800260545 A CN 2010800260545A CN 201080026054 A CN201080026054 A CN 201080026054A CN 102472044 B CN102472044 B CN 102472044B
Authority
CN
China
Prior art keywords
plate
concrete
hole
groove
anchor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2010800260545A
Other languages
Chinese (zh)
Other versions
CN102472044A (en
Inventor
卡里·托米宁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peikko Group Oy
Original Assignee
Peikko Group Oy
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Peikko Group Oy filed Critical Peikko Group Oy
Publication of CN102472044A publication Critical patent/CN102472044A/en
Application granted granted Critical
Publication of CN102472044B publication Critical patent/CN102472044B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明涉及一种紧固板,它包括:板部(2)和与该板部紧固的锚固部(3),该紧固板在混凝土硬化之前设置在混凝土中并进而利用混凝土的硬化紧固在混凝土中。借助由在该锚固部上的螺纹部(4)和设置在该板部内的具有内螺纹(5)的孔(6)所提供的螺纹连接将各锚固部(3)与该板部(2)紧固。该锚固部(3)包括从该螺纹部(4)延伸的扩展部(6),并且围绕该板部(2)内的孔(6)设置有形成与该孔同心的圆周的凹槽(8),该凹槽的内表面被设置成由围绕该孔的凸缘部(9)构成,该凸缘部被设置成当该锚固部的螺纹部(4)被拧紧到该板部内的孔(6)的内螺纹(5)中时,该凸缘部在该扩展部(7)的影响下屈曲并覆盖该凹槽(8)。

Figure 201080026054

The present invention relates to a fastening plate, which comprises: a plate portion (2) and an anchor portion (3) fastened to the plate portion, the fastening plate is arranged in concrete before the concrete is hardened and then tightened by the hardening of the concrete fixed in concrete. Each anchor portion (3) is connected to the plate portion (2) by means of a threaded connection provided by a threaded portion (4) on the anchor portion and a hole (6) provided in the plate portion with an internal thread (5) fasten. The anchoring part (3) includes an extension (6) extending from the threaded part (4), and around the hole (6) in the plate part (2) is provided a groove (8) forming a circumference concentric with the hole ), the inner surface of the groove is arranged to consist of a flange portion (9) surrounding the hole, the flange portion being arranged so that when the threaded portion (4) of the anchoring portion is screwed into the hole in the plate portion ( 6) in the internal thread (5), the flange part buckles under the influence of the expansion part (7) and covers the groove (8).

Figure 201080026054

Description

紧固板fastening plate

技术领域technical field

本发明涉及一种包括板部和与所述板部紧固的锚固部的紧固板,所述紧固板在混凝土硬化之前设置在混凝土中并进而利用混凝土的硬化紧固在混凝土中,其中借助由在所述锚固部上的螺纹部和设置在所述板部内的具有内螺纹的孔所提供的螺纹连接将各锚固部与所述板部紧固。The present invention relates to a fastening plate comprising a plate portion and an anchor portion fastened to said plate portion, said fastening plate being arranged in concrete before hardening of the concrete and then fastened in concrete by hardening of the concrete, wherein Each anchor is fastened to the plate by means of a threaded connection provided by a threaded portion on the anchor and an internally threaded hole provided in the plate.

背景技术Background technique

各种紧固板如今在建筑业中是众所周知的。紧固板是在混凝土硬化之前将要紧固在混凝土中的元件。紧固板由诸如钢材等适宜的材料制成。根据现有技术,锚固部以合适的方式与板部紧固,例如通过将锚固部焊接到板面上或焊接到延伸穿过板的孔中。螺纹连接也已被用于将锚固部与板部紧固。紧固板被设置在混凝土中,使得锚固部伸入混凝土中,并且板部的外表面位于混凝土的表面上。在混凝土的硬化过程中,紧固板与混凝土接合在一起。Various fastening plates are well known in the construction industry today. Fastening plates are elements that are to be fastened in concrete before the concrete hardens. The fastening plate is made of a suitable material such as steel. According to the prior art, the anchor is fastened to the plate in a suitable manner, for example by welding the anchor to the face of the plate or into a hole extending through the plate. Threaded connections have also been used to secure the anchor to the plate. The fastening plate is set in the concrete such that the anchor portion protrudes into the concrete and the outer surface of the plate portion lies on the surface of the concrete. During the hardening of the concrete, the fastening plates are bonded to the concrete.

紧固板的用途在于实现一种允许将由不同结构引起的力和负荷传递到混凝土的结构。通过在混凝土已经硬化后将结构紧固件紧固到混凝土表面的板部上,来实现上述结构。例如,这种紧固可以通过直接焊接在板部上来实现。因此,可以将不同结构紧固到上述结构紧固件上,并且可以实现一种能够将不同结构引起的力和负荷经由紧固板传递到混凝土的结构。The purpose of the fastening plates is to achieve a structure that allows the transfer of the forces and loads caused by the different structures to the concrete. This is accomplished by fastening the structural fasteners to the slab portion of the concrete surface after the concrete has hardened. For example, such fastening can be achieved by welding directly on the plate. Thus, it is possible to fasten different structures to the above-mentioned structural fasteners, and it is possible to realize a structure capable of transmitting the forces and loads caused by the different structures to the concrete via the fastening plate.

现有技术的解决方案存在一些实用问题。在使用预制的紧固板时,其中通过焊接来紧固锚固部,问题在于,如果混凝土结构具有大量的钢筋,那么在许多情况下很难或有时甚至不可能将各个板安装在混凝土结构中的各自正确位置上。焊接连接的另一个缺点在于,焊接到表面上的锚固部会在板部上引起额外的应力,从而对板部产生额外的要求。There are some practical problems with prior art solutions. When using prefabricated fastening plates, where the anchorages are fastened by welding, the problem is that, if the concrete structure has a large number of reinforcements, it is in many cases difficult or sometimes even impossible to install the individual plates in the concrete structure. in their correct positions. Another disadvantage of the welded connection is that the anchorage welded to the surface causes additional stresses on the plate and thus places additional demands on the plate.

在焊接结构产生问题的情况下,自然可以使用紧固板的解决方案,其中锚固部通过螺纹连接与板部紧固。这种解决方案的缺点在于,在施工现场条件下,通常难以确保螺纹连接的螺纹的恰当操作。锚固部的紧固不良可能会危及紧固板与混凝土紧固的整个过程。In the case of welded constructions that create problems, it is natural to use the solution of fastening plates, where the anchorage is fastened to the plate by means of a screw connection. A disadvantage of this solution is that, under construction site conditions, it is often difficult to ensure proper operation of the threads of the threaded connection. Poor fastening of the anchor portion may endanger the entire process of fastening the fastening plate to the concrete.

发明内容Contents of the invention

本发明的目的在于提供一种紧固板,利用该紧固板可以消除现有技术中的缺点。通过根据本发明的紧固板实现了这一点。本发明的紧固板其特征在于所述锚固部包括从所述螺纹部延伸的扩展部,并且围绕所述板部内的孔设置有形成与所述孔同心的圆周的凹槽,所述凹槽的内表面被设置成由围绕所述孔的凸缘部构成,所述凸缘部被设置成当所述锚固部的螺纹部被拧紧到所述板部内的孔的内螺纹中时,所述凸缘部在所述扩展部的影响下屈曲并覆盖所述凹槽。The object of the present invention is to provide a fastening plate with which the disadvantages of the prior art can be eliminated. This is achieved by the fastening plate according to the invention. The fastening plate of the present invention is characterized in that the anchoring portion includes an expansion portion extending from the threaded portion, and a groove forming a circumference concentric with the hole is provided around the hole in the plate portion, the groove The inner surface of is arranged to consist of a flange portion surrounding the hole, the flange portion being arranged such that when the threaded portion of the anchor portion is screwed into the internal thread of the hole in the plate portion, the The flange part buckles under the influence of the expansion part and covers the groove.

重要的是,本发明的优点在于,对于控制螺纹连接的形成提供了可视的帮助;也就是说,本发明可以容易且简单地确保在施工现场螺纹连接的充分拧紧,从而在施工现场条件下有助于锚固的实施。本发明甚至允许将各锚固部旋拧到钢筋内部的各自正确位置上。与使用预先焊接的紧固板结构相比,更容易将单独的板部和锚固部运输到施工现场,并且容易在运输过程中以及在施工现场处理它们。本发明的另一个优点在于其简单性,这有利于本发明被采用。Importantly, the present invention has the advantage that it provides a visual aid for controlling the formation of the threaded connection; that is, the present invention makes it easy and simple to ensure adequate tightening of the threaded connection at the construction site so that under construction site conditions Contributes to the implementation of anchoring. The invention even allows screwing the individual anchors into their correct position inside the bar. It is easier to transport the individual plate sections and anchorage sections to the construction site and to handle them during transport and at the construction site than with pre-welded fastening plate structures. Another advantage of the invention lies in its simplicity, which facilitates the use of the invention.

附图说明Description of drawings

下面通过附图中描述的实施例,更详细地说明本发明,在附图中:Below by the embodiment described in accompanying drawing, illustrate the present invention in more detail, in accompanying drawing:

图1是示出与混凝土结构接合的紧固板以及与紧固板紧固的结构紧固件的立体原理图,Figure 1 is a schematic perspective view showing a fastening plate engaged with a concrete structure and structural fasteners fastened to the fastening plate,

图2是从一侧示出本发明的紧固板的原理图,Figure 2 is a schematic view showing the fastening plate of the present invention from one side,

图3是从另一个方向示出图2所示的紧固板的原理图,和Fig. 3 is a schematic view showing the fastening plate shown in Fig. 2 from another direction, and

图4以放大比例示出了图2中的细节A。Figure 4 shows detail A from Figure 2 on an enlarged scale.

具体实施方式Detailed ways

图1示出与混凝土结构1接合的紧固板的原理。该紧固板包括板部2和锚固部3。结构紧固件10紧固在板部2上。锚固部3例如可以通过焊接或螺纹连接与板部2紧固。在混凝土变干之前,紧固板被设置在混凝土中,由此在混凝土硬化的同时,紧固板被紧固在混凝土中。FIG. 1 shows the principle of a fastening plate engaged with a concrete structure 1 . The fastening plate comprises a plate part 2 and an anchor part 3 . Structural fasteners 10 are fastened on the plate portion 2 . The anchoring part 3 can be fastened to the plate part 2 by welding or screwing, for example. The fastening plate is placed in the concrete before the concrete dries, whereby the fastening plate is fastened in the concrete while the concrete is hardening.

在图1中用虚线示出混凝土结构1和结构紧固件10。混凝土结构1可以是任何已知的结构。因此,结构紧固件可以是本身已知的任何结构。例如,建筑物的不同结构元件可以紧固在结构紧固件10上,由此将由这些结构元件引起的力和负荷经由紧固板传递到混凝土。这些事实对于本领域技术人员是已知的,因而在这里不对它们更详细地说明。The concrete structure 1 and the structural fastener 10 are shown in dashed lines in FIG. 1 . The concrete structure 1 may be any known structure. Thus, the structural fastener may be of any construction known per se. For example, different structural elements of a building can be fastened to the structural fasteners 10, thereby transferring the forces and loads caused by these structural elements to the concrete via the fastening plate. These facts are known to those skilled in the art, so they will not be explained in more detail here.

板部2可以由任何适合的材料制成,例如钢制板部。锚固部可以是任何适合的钢制部。如图1所示,锚固部的自由端可以包括加宽部。然而,上述加宽部不是必须的,而是很可能使用不带加宽部的锚固部。锚固部可以是表面光滑的元件或者表面具有适合突起的元件,例如带肋钢筋。The panel 2 may be made of any suitable material, for example a steel panel. The anchor portion may be any suitable steel portion. As shown in Figure 1, the free end of the anchoring portion may comprise a widening. However, the widening described above is not essential, but it is quite possible to use the anchor without the widening. The anchorage can be an element with a smooth surface or an element with suitable protrusions on the surface, such as a ribbed steel bar.

对于本领域技术人员而言,这完全属于常规技术,因而在这里不作更详细的说明。For those skilled in the art, this is completely conventional technology, so no more detailed description will be given here.

图2~4示出本发明的紧固板的一个实施例。在图2~4中采用与图1相同的附图标记来表示相应的部件。2-4 show an embodiment of the fastening plate of the present invention. In FIGS. 2 to 4 , the same reference numerals as in FIG. 1 are used to denote corresponding components.

在图2~4所示的实施例中,锚固部3借助螺纹连接与板部2紧固。螺纹连接包括设置在锚固部3上的螺纹部4和设置在板部2内的具有内螺纹5的孔6。In the embodiment shown in FIGS. 2-4 , the anchoring part 3 is fastened to the plate part 2 by means of screw connection. The threaded connection comprises a threaded part 4 provided on the anchor part 3 and a hole 6 with an internal thread 5 provided in the plate part 2 .

根据本发明的基本构思,锚固部3包括从螺纹部4延伸的扩展部7。扩展部7被设置成使得它形成螺纹部的延伸部,从而当从锚固部3的自由端朝向板部2观察时,该扩展部位于螺纹部4的前面。围绕设在板部内的具有内螺纹的孔6,设置有形成与孔6同心但大于孔6的圆周的凹槽8。凹槽8的内表面被设置成由围绕具有内螺纹的孔6的凸缘部9构成,该凸缘部被设置成当锚固部的螺纹部4被拧紧到板部内的孔6的螺纹中时,该凸缘部以期望的预定方式在扩展部7的影响下屈曲(yield)。According to the basic idea of the invention, the anchoring part 3 comprises an extension 7 extending from the threaded part 4 . The extension 7 is arranged such that it forms an extension of the threaded portion so that it is located in front of the threaded portion 4 when viewed from the free end of the anchoring portion 3 towards the plate portion 2 . Around the internally threaded hole 6 provided in the plate portion, there is provided a groove 8 formed concentrically with the hole 6 but larger than the circumference of the hole 6 . The inner surface of the groove 8 is arranged to consist of a flange part 9 surrounding the internally threaded hole 6, which is arranged so that when the threaded part 4 of the anchor part is screwed into the thread of the hole 6 in the plate part , the flange portion yields under the influence of the expansion portion 7 in a desired predetermined manner.

因此,本发明的构思在于,当旋拧锚固部3并在孔6内拧紧时,处于某一拧紧阶段的扩展部7开始使凸缘部9变形,于是凸缘部9屈曲(即,径向向外弯曲),使得凹槽8在某一拧紧阶段被覆盖。这样产生了可见的固定机构,从而以实用方式显示并确保锚固部被恰当地固定到板部2上。Therefore, the idea of the present invention is that when the anchor 3 is screwed and tightened in the hole 6, the expansion part 7 at a certain stage of tightening starts to deform the flange part 9, whereupon the flange part 9 buckles (i.e. radially Bending outwards) so that the groove 8 is covered during a certain tightening stage. This creates a visible fastening mechanism, showing and ensuring that the anchor is properly fastened to the plate part 2 in a practical manner.

优选地,围绕孔6的凹槽8是围绕孔6延伸的连续凹槽。连续凹槽的优点在于,沿着整个距离实现了连续的凸缘部9,并且利用适当的拧紧程度,凸缘部9沿着整个距离弯曲并且整个凹槽被覆盖。即使在困难的施工现场条件下,也可以容易地检测到这种情况。Preferably, the groove 8 around the hole 6 is a continuous groove extending around the hole 6 . The advantage of a continuous groove is that a continuous flange portion 9 is achieved along the entire distance and with an appropriate degree of tightening the flange portion 9 is bent along the entire distance and the entire groove is covered. This condition can be easily detected even under difficult construction site conditions.

本发明的上述实施例不以任何方式限制本发明,相反,在权利要求书的保护范围内可以完全自由地改变本发明。例如,根据不同情况,可以自由地改变板部的形状和大小。因此,根据不同情况,可以自由地改变锚固部的数量和尺寸等。The above-described embodiments of the invention do not limit the invention in any way, but it can be varied completely freely within the scope of protection of the claims. For example, according to different situations, the shape and size of the plate portion can be freely changed. Therefore, the number, size, etc. of the anchoring portions can be freely changed according to different situations.

Claims (2)

1.一种紧固板,它包括:板部(2)和与所述板部紧固的锚固部(3),所述紧固板在混凝土硬化之前设置在混凝土中并进而利用混凝土的硬化紧固在混凝土中,其中借助由在所述锚固部上的螺纹部(4)和设置在所述板部内的具有内螺纹(5)的孔(6)所提供的螺纹连接将各锚固部(3)与所述板部(2)紧固,其特征在于,所述锚固部(3)包括从所述螺纹部(4)延伸的扩展部(7),并且围绕所述板部(2)内的孔(6)设置有形成与所述孔同心的圆周的凹槽(8),所述凹槽的内表面被设置成由围绕所述孔的凸缘部(9)构成,所述凸缘部被设置成当所述锚固部的螺纹部(4)被拧紧到所述板部内的孔(6)的内螺纹(5)中时,所述凸缘部在所述扩展部(7)的影响下屈曲并覆盖所述凹槽(8)。1. A fastening plate comprising: a plate portion (2) and an anchor portion (3) fastened to the plate portion, the fastening plate is set in concrete before the concrete is hardened and then utilizes the hardening of the concrete Fastened in concrete, wherein each anchor ( 3) fastening with the plate portion (2), characterized in that the anchor portion (3) includes an expansion portion (7) extending from the threaded portion (4) and surrounds the plate portion (2) The inner hole (6) is provided with a groove (8) forming a circumference concentric with said hole, the inner surface of said groove being arranged to consist of a flange portion (9) surrounding said hole, said raised The rim is arranged so that when the threaded part (4) of the anchor part is screwed into the internal thread (5) of the hole (6) in the plate part, the flange part is in the extension part (7) buckles under the influence and covers the groove (8). 2.根据权利要求1所述的紧固板,其特征在于,所述凹槽(8)是围绕所述孔(6)延伸的连续凹槽。2. Fastening plate according to claim 1, characterized in that the groove (8) is a continuous groove extending around the hole (6).
CN2010800260545A 2009-07-03 2010-06-16 Fastening plate Expired - Fee Related CN102472044B (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FI20095756 2009-07-03
FI20095756A FI121821B (en) 2009-07-03 2009-07-03 fixation plate
PCT/FI2010/050507 WO2011001020A2 (en) 2009-07-03 2010-06-16 Fastening plate

Publications (2)

Publication Number Publication Date
CN102472044A CN102472044A (en) 2012-05-23
CN102472044B true CN102472044B (en) 2013-12-04

Family

ID=40935837

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010800260545A Expired - Fee Related CN102472044B (en) 2009-07-03 2010-06-16 Fastening plate

Country Status (4)

Country Link
EP (1) EP2449184A2 (en)
CN (1) CN102472044B (en)
FI (1) FI121821B (en)
WO (1) WO2011001020A2 (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190912181A (en) * 1909-05-24 1910-02-17 James Mcquinn Improvements in Lock-nuts.
US1747082A (en) * 1926-10-27 1930-02-11 Ferdinand Maximiliaan Paul De Nut or screw connection with device to prevent loosening
GB433699A (en) * 1932-11-17 1935-08-19 Mathilde Haran Locking device for screw nuts and screw heads
CN1077005A (en) * 1992-03-02 1993-10-06 伊利诺斯工具公司 Improved concrete fastener
CN1180795A (en) * 1996-10-04 1998-05-06 株式会社游间工房 Bolt anchoring device
JP2005133360A (en) * 2003-10-29 2005-05-26 Hitachi Plant Eng & Constr Co Ltd Giber post-insertion embedded hardware
CN1875196A (en) * 2003-10-30 2006-12-06 阿道夫维尔特股份有限公司 Fixing element

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59182503U (en) * 1983-05-24 1984-12-05 三菱重工業株式会社 Embedded board for reinforced concrete structures

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190912181A (en) * 1909-05-24 1910-02-17 James Mcquinn Improvements in Lock-nuts.
US1747082A (en) * 1926-10-27 1930-02-11 Ferdinand Maximiliaan Paul De Nut or screw connection with device to prevent loosening
GB433699A (en) * 1932-11-17 1935-08-19 Mathilde Haran Locking device for screw nuts and screw heads
CN1077005A (en) * 1992-03-02 1993-10-06 伊利诺斯工具公司 Improved concrete fastener
CN1180795A (en) * 1996-10-04 1998-05-06 株式会社游间工房 Bolt anchoring device
JP2005133360A (en) * 2003-10-29 2005-05-26 Hitachi Plant Eng & Constr Co Ltd Giber post-insertion embedded hardware
CN1875196A (en) * 2003-10-30 2006-12-06 阿道夫维尔特股份有限公司 Fixing element

Also Published As

Publication number Publication date
EP2449184A2 (en) 2012-05-09
WO2011001020A3 (en) 2011-02-24
WO2011001020A2 (en) 2011-01-06
FI121821B (en) 2011-04-29
CN102472044A (en) 2012-05-23
FI20095756A0 (en) 2009-07-03
FI20095756L (en) 2011-01-04

Similar Documents

Publication Publication Date Title
RU2375523C1 (en) Formwork for constructing reinforcing covering of construction made from corrugated steel plates
KR20100037696A (en) A embeded anchor
US20170130473A1 (en) Post-tensioning apparatus and system for structures
CN102472044B (en) Fastening plate
US20110154768A1 (en) Composite panel, connector and related method
CN102472043B (en) Fastening plate
JP6026794B2 (en) Column base structure of steel column
KR20170044437A (en) Exterior panel anchorage for building, and outer wall and exterior panel install method with form combined with insulation
JP5325709B2 (en) Method of constructing steel exposed column base structure
KR100343369B1 (en) Precast concrete beam and connecting method with the other building elements
JP2010265689A (en) Floor formation method
JP4785167B2 (en) Reinforcement structure of column base in steel pipe structure
CN206158192U (en) Concrete pump pipe's simple easily fixable device on concrete face
RU2536902C1 (en) Contact screw butt joint of precast reinforced concrete columns
JP2002276024A (en) End part joining method of column and beam
JP2005320720A (en) Column base structure
JP7189807B2 (en) Temporary fixing jig for PCa floor slab
JP2010281114A (en) Anchor bolt with base
JP5282721B2 (en) Rigid floor structure and method
JP2007009411A (en) Position holding metal fitting and position fixing structure of anchor bolt and erection method of steel frame using this structure
US20190085574A1 (en) Post-tensioning apparatus and system for structures
JP3702322B2 (en) Anchor bolt installation structure
JP2006342497A (en) Foundation structure of steel column base
JP2008050901A (en) Pile head joint structure
JP5522775B2 (en) Column base structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20131204

Termination date: 20150616

EXPY Termination of patent right or utility model