JPS5911014B2 - firework parts - Google Patents

firework parts

Info

Publication number
JPS5911014B2
JPS5911014B2 JP14777081A JP14777081A JPS5911014B2 JP S5911014 B2 JPS5911014 B2 JP S5911014B2 JP 14777081 A JP14777081 A JP 14777081A JP 14777081 A JP14777081 A JP 14777081A JP S5911014 B2 JPS5911014 B2 JP S5911014B2
Authority
JP
Japan
Prior art keywords
flint
strut
base axis
receiving
firework
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
Application number
JP14777081A
Other languages
Japanese (ja)
Other versions
JPS5850226A (en
Inventor
勇 宇津木
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.)
MARUBENI KENZAI RIISU KK
Original Assignee
MARUBENI KENZAI RIISU KK
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 MARUBENI KENZAI RIISU KK filed Critical MARUBENI KENZAI RIISU KK
Priority to JP14777081A priority Critical patent/JPS5911014B2/en
Publication of JPS5850226A publication Critical patent/JPS5850226A/en
Publication of JPS5911014B2 publication Critical patent/JPS5911014B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 本発明は、建設現場で用いられる火打受部材、特に、多
数の切梁及び火打の先端な而接触で受けるようにした火
打受部材に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a flint support member used at a construction site, and in particular to a flint support member that is adapted to receive the ends of a large number of struts and flints in contact with each other.

地面に穴を掘り下げた時、第1図及び第2図に示すよう
に、周囲の土圧によってその穴がつぶされないようにす
るため、穴の周囲に多数の板材1を打ち込んで土留を行
なっている。
When a hole is dug into the ground, as shown in Figures 1 and 2, in order to prevent the hole from being crushed by the surrounding earth pressure, a large number of planks 1 are driven around the hole to provide earth retention. There is.

そして、多数の立設された板材1に水平方向の支持材を
かけ渡して、板材1が内側に倒れ込まないようにしてい
る。
A horizontal support material is placed over a large number of upright plates 1 to prevent the plates 1 from falling inward.

水平方向にかけ渡される支持材には、第3図に示すよう
に、立設された板材1に側面が当接して、これらの板材
1を整列させる腹起2と、この腹起2に直交し、水平方
向に懸架される切梁3と、腹起2に斜交し、切梁3を側
方から支える火打4とがある。
As shown in FIG. 3, the supporting material that extends horizontally has a raised part 2 whose side surface abuts against the upright boards 1 to align the boards 1, and a raised part 2 which is perpendicular to the raised part 2. There are a strut 3 suspended in the horizontal direction, and a flint 4 that intersects diagonally with the rib 2 and supports the strut 3 from the side.

これらの火打4は、切梁3を側方から支えると共に、腹
起2が穴の内部方向に受ける力を可能な限り広い薄囲に
わたって引き受けようとするものであり、この火打4は
切梁3に斜交して結合される。
These flints 4 support the struts 3 from the sides, and also try to take over the force that the breech 2 receives in the direction of the inside of the hole over as wide a thin area as possible. are joined diagonally to the

火打4と切梁3との結合に関し、従来においては、第3
図に示すように、各々の火打4の先端に火打受部材5を
設け、この火打受部材5の一側を、H型鋼である切梁3
にボルト6で結合していた。
Regarding the connection between the flint 4 and the strut 3, conventionally, the third
As shown in the figure, a flint receiving member 5 is provided at the tip of each flint 4, and one side of this flint receiving member 5 is connected to a strut 3 made of H-shaped steel.
It was connected with bolt 6.

しかしながら、このようなボルト結合を利用した火打受
部材は、耐力及び安定性が弱く、また、穴明や締結等の
施工に手間がかかり、更に、同一水平面で他の切梁等と
交差することができず、このため、板材を支持する構造
を設計する際の自由度が少ないという問題があった。
However, such fire-strapped members using bolted connections have low strength and stability, are time-consuming to drill holes, fasten, etc., and are more likely to intersect with other struts on the same horizontal plane. Therefore, there was a problem in that there was little freedom in designing the structure that supported the plate material.

本発明は、上記した問題に鑑みてなされたものであり、
耐力及び安定性に優れ、また、施工が容易で、その上同
一水平面上で多数の切梁及び火打を交差させることので
きる火打受部材を提供することを目的とし、このため、
切梁及び火打の先端と当接する多数の受面を、その配置
に工夫をこらして一体に備えたものである。
The present invention has been made in view of the above problems, and
The purpose of the present invention is to provide a flint support member that has excellent strength and stability, is easy to construct, and can intersect a large number of struts and flints on the same horizontal plane, and for this purpose,
It is equipped with a number of receiving surfaces that come into contact with the tips of the struts and flints, and are arranged in an ingenious way.

以下、図面を参照して不発明の実施例を説明する。Hereinafter, embodiments of the invention will be described with reference to the drawings.

第4図は、本発明に係る火打受部材の一実施例を示す平
面図、第5図は、第4図の矢印1方向から見た側面図で
あり、腹起8に直交する切梁9の先端には、側部に8面
の受面を有する火打受部材10が連結されており、また
前記切梁9の反対側には他の切梁11が連結されている
FIG. 4 is a plan view showing one embodiment of the flint support member according to the present invention, and FIG. 5 is a side view as seen from the direction of the arrow 1 in FIG. A flint support member 10 having eight receiving surfaces on the side is connected to the tip thereof, and another strut 11 is connected to the opposite side of the strut 9.

12は火打で、この火打12の先端は、火打受部材10
の受面に当接し、一方後端は、連結金具13を介して腹
起8に結合され、切梁9と共に腹起8に加えられる力を
受けている。
12 is a flint, and the tip of this flint 12 is a flint receiving member 10
On the other hand, the rear end is connected to the rib 8 via the connecting fitting 13 and receives the force applied to the rib 8 together with the strut 9 .

火打受部材10について詳述すると、その全体は、H型
鋼等の適宜の型鋼及び板鋼を溶接接合して成り、切梁9
,11と当接するため、基軸14に直交する1組の主切
梁受而15を有する。
In detail, the fire support member 10 is constructed by welding and joining appropriate type steel such as H-shaped steel and plate steel, and the strut 9
, 11, it has a set of main strut supports 15 perpendicular to the base axis 14.

また、第6図に示すように、前記切梁9,11と直交す
る他の切梁16.17を同一水平面上で交差させるため
、前記基軸14に直交L〜だ主軸18を有する1組の側
方切梁受面19が設けられている。
In addition, as shown in FIG. 6, in order to intersect other struts 16 and 17 perpendicular to the struts 9 and 11 on the same horizontal plane, a pair of struts 16 and 17 having main axes 18 perpendicular to the base axis 14 are provided. A side strut receiving surface 19 is provided.

更に火打12の先端と当接して、切梁9と連係させるた
め、前記基軸14に対して、例えば30,45°といっ
た角度で斜交し、かつ該基軸14に関して対称に配置さ
れた主軸20.21を有する複数組の火打受面22 ,
23が設けられている。
Further, in order to contact the tip of the flint 12 and link with the strut 9, a main shaft 20. is obliquely intersecting the base axis 14 at an angle of 30 or 45 degrees, for example, and is arranged symmetrically with respect to the base axis 14. 21, a plurality of sets of flint receiving surfaces 22,
23 are provided.

言い換えると、本願火打受部材10は、その外周に主切
梁受而15、側方切梁受面19及び火打受面22.23
という8面の受面を一体に備えており、基軸14に関し
て対称である。
In other words, the flint receiving member 10 of the present application has a main strut support 15, a side strut receiving surface 19, and a flint receiving surface 22, 23 on its outer periphery.
It is integrally equipped with eight receiving surfaces, and is symmetrical with respect to the base axis 14.

次に、上記実施例の作用を説明すると、まず施工の際に
は、火打受部材10はジャッキ等によって一定高さに保
持され,、その各々の受面に、切梁9,11及び火打1
2等が溶接接合される。
Next, to explain the operation of the above embodiment, first, during construction, the flint support member 10 is held at a constant height by a jack or the like, and the struts 9, 11 and the flint 1
The second class is welded together.

この場合、注意すべきことは、火打受部材10がこれら
の切梁9,10及び火打12の先端と面接触するという
ことである。
In this case, it should be noted that the flint support member 10 comes into surface contact with the tips of these struts 9, 10 and the flint 12.

すなわち、切梁9の先端は、主切梁受面15に当接して
、腹起8から受ける力をそのまま他の切梁11に伝える
That is, the tip of the strut 9 comes into contact with the main strut receiving surface 15, and transmits the force received from the rib 8 directly to the other struts 11.

また、火打12の先端は、30°又は45’等の交角θ
で切梁9K斜交しながら火打受面22に当接するが、こ
の時、火打12が連結金具13を介して腹起8から受け
る力Pのうち、基軸14方向の分力Pvは切梁11に伝
えられ、また基軸14に直角な分力PHは、対となって
いる火打12の分力と打ち消し合う。
Also, the tip of the flint 12 has an intersection angle θ of 30° or 45', etc.
At this time, the strut 9K comes into contact with the flint receiving surface 22 while intersecting obliquely. At this time, of the force P that the flint 12 receives from the breech 8 via the connecting fitting 13, the component force Pv in the direction of the base axis 14 is The component force PH transmitted to and perpendicular to the base axis 14 cancels out the component force of the flint 12 paired with it.

なお、複数組存在する火打受面22,23の主軸20,
21が基軸14に対して交差する角度は、各々自由であ
り、交差角度を異ならせることにより、1個の火打受部
材10を様々に利用することができる。
In addition, the main shafts 20 of the flint receiving surfaces 22 and 23, which are present in multiple sets,
The angles at which the 21 intersect with the base axis 14 are free, and by varying the intersecting angles, one flint receiver member 10 can be used in various ways.

8面の受面を有する火打受部材10は、各々の切梁9,
11及び火打12等の先端に正面から当接して溶接接合
されるが、このようにしたことにより、従来のボルト結
合を利用し、従って該ボルトにせん断力が生じる火打受
部材に比較して2〜4倍以上も耐力及び構造上の安定性
が向上する。
The flint receiving member 10 having eight receiving surfaces includes each strut 9,
The tips of the flint 11 and flint 12 are brought into contact with the front ends of the flint 12 and welded together, but by doing this, compared to the conventional bolt connection, which generates shearing force on the bolts, the flint receiving member is 2. Yield strength and structural stability are improved by ~4 times or more.

この理由は、応力を面で受けるからである。The reason for this is that the stress is applied to the surface.

また、ボルト結合のための穴明及び穴位置の合わせ、更
にはボルト締結等の作業が不用になるため、現場での施
工が非常に容易である。
In addition, on-site construction is extremely easy because drilling and alignment of holes for bolt connection, as well as bolt tightening, are not necessary.

更に、第6図に示した処からも明らかなように、同一水
平面上で多数の切梁9,11及び火打12を交差させる
ことができ、しかも前記したように、火打受面22,2
3の主軸20,21の交差角度を異ならせることにより
、設計上の自由度及び融通性が一層増して便利であり、
その上、製品としての標準化を図ることができる。
Furthermore, as is clear from the part shown in FIG.
By making the intersecting angles of the main axes 20 and 21 of No. 3 different, the degree of freedom and flexibility in design is further increased, which is convenient.
Moreover, it is possible to standardize the product.

第1図は、本願火打受部材10を2個並置させて、側方
切梁受面19に架橋材24を設けたもので、このように
切梁9,11を集中させて腹起8からより一層大きな力
を受けることもできる。
FIG. 1 shows a structure in which two of the firework receiving members 10 of the present application are placed side by side and a bridging material 24 is provided on the side beam receiving surface 19, and the beams 9 and 11 are concentrated in this way and the beams 9 and 11 are arranged in parallel to each other. You can also receive even greater power.

以上述べたように、本発明に係る火打受部材によれば、
切梁及び火打の先端と当接する受面を側部に一体に備え
たことにより、耐力及び安定性を向上させ、また、施工
を容易にし、しかも、設計上の融通性が高められるとい
う効果がある。
As described above, according to the firework receiving member according to the present invention,
By having a receiving surface that comes into contact with the tip of the strut and flint on the side, it has the effect of improving strength and stability, making construction easier, and increasing flexibility in design. be.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、従来技術を示す断面図、第2図は、第1図の
平面図、第3図は、第2図の部分拡大図、第4図は、本
発明に係る火打受部材の一実施例を示す平面図、第5図
は、第4図の矢印7方向から見た側面図、第6図は、本
願発明に係る火打受部材の使用例を示す平面図、第1図
は、他の使用例を示す部分平面図である。 8・・・腹起、9,11・・・切梁、10・・・火打受
部材、12・・・火打、13・・・連結金具、14・・
・基軸、15・・・主切梁受面、16,17・・・切梁
、18・・・主軸、19・・・側方切梁受面、20.2
1・・・主軸、22,23・・・火打受面、24・・・
架橋材。
FIG. 1 is a sectional view showing the prior art, FIG. 2 is a plan view of FIG. 1, FIG. 3 is a partially enlarged view of FIG. 2, and FIG. FIG. 5 is a plan view showing one embodiment, FIG. 5 is a side view seen from the direction of arrow 7 in FIG. 4, FIG. , is a partial plan view showing another usage example. 8... Ribbon, 9, 11... Strut beam, 10... Flint receiving member, 12... Flint, 13... Connecting metal fittings, 14...
・Base axis, 15... Main strut bearing surface, 16, 17... Stray beam, 18... Main shaft, 19... Side strut bearing surface, 20.2
1... Main shaft, 22, 23... Flint receiving surface, 24...
Crosslinking material.

Claims (1)

【特許請求の範囲】[Claims] 1 基軸に直交する1組の主切梁受面と、前記基軸に直
交した主軸を有する1組の側方切梁受面と、前記基軸に
斜交し、かつ該基軸に関して対称に配置された主軸を有
する複数組の火打受面とを一体に備えた火打受部材。
1 A set of main strut bearing surfaces perpendicular to the base axis, a set of side strut bearing surfaces having a main axis perpendicular to the base axis, and obliquely intersecting the base axis and arranged symmetrically with respect to the base axis. A firework receiving member integrally equipped with a plurality of sets of firework receiving surfaces each having a main shaft.
JP14777081A 1981-09-21 1981-09-21 firework parts Expired JPS5911014B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14777081A JPS5911014B2 (en) 1981-09-21 1981-09-21 firework parts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14777081A JPS5911014B2 (en) 1981-09-21 1981-09-21 firework parts

Publications (2)

Publication Number Publication Date
JPS5850226A JPS5850226A (en) 1983-03-24
JPS5911014B2 true JPS5911014B2 (en) 1984-03-13

Family

ID=15437779

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14777081A Expired JPS5911014B2 (en) 1981-09-21 1981-09-21 firework parts

Country Status (1)

Country Link
JP (1) JPS5911014B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6366309U (en) * 1986-10-21 1988-05-02
JPH0364806U (en) * 1989-10-31 1991-06-25

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04280035A (en) * 1991-03-07 1992-10-06 Nec Corp Plasma display panel
JPH0547039U (en) * 1991-03-15 1993-06-22 ヒロセ株式会社 Yamatome shoring structure
KR100412162B1 (en) * 2001-09-25 2003-12-24 (주)신성엔지니어링 Method of construction for excavating the ground by using trusstype support structures
CN105297744B (en) * 2015-11-16 2017-04-05 中国建筑第八工程局有限公司 A kind of large deep foundation pit assembled type steel support system
CN106978813B (en) * 2016-01-13 2019-05-17 中国建筑第八工程局有限公司 The anti-failure power transmission component of the relay of large deep foundation pit bracing members system
JP6893789B2 (en) * 2017-01-13 2021-06-23 ジェコス株式会社 Beam flint connection structure and beam flint connection piece
CN106592606A (en) * 2017-01-19 2017-04-26 中铁开发投资有限公司 Foundation pit support construction method suitable for three-free-face building envelope
JP6893799B2 (en) * 2017-03-02 2021-06-23 ジェコス株式会社 Beam flint connection structure and beam flint connection piece
CN112012223B (en) * 2020-08-27 2021-11-19 深圳市交通公用设施建设中心 Support stable strutting arrangement for foundation ditch construction
CN112095626A (en) * 2020-09-28 2020-12-18 中国电建集团华东勘测设计研究院有限公司 Foundation pit supporting structure serving as corridor underpinning pile foundation and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6366309U (en) * 1986-10-21 1988-05-02
JPH0364806U (en) * 1989-10-31 1991-06-25

Also Published As

Publication number Publication date
JPS5850226A (en) 1983-03-24

Similar Documents

Publication Publication Date Title
JPS5911014B2 (en) firework parts
US7310920B2 (en) Two-way architectural structural system and modular support member
KR101099992B1 (en) Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse
US5491949A (en) Cross bracing for wooden structures
US4160609A (en) Connector for bolted joints
JPH1122001A (en) Structure of junction between closed section column and beam
CN215802266U (en) Direct-insertion type bolt-free connecting joint of closed cavity column and steel beam
JPS6443637A (en) Pillar and beam joint in reinforcing bar ramen
JPH10506704A (en) Linkage mechanism between structural members
CN207176917U (en) The beam column splicing node of the box units of Box Modular Building
KR100946576B1 (en) Structure for joint of steel pipes in truss structure
JP3045043U (en) Construction fittings
CN217079114U (en) Multi-beam connecting assembly for house main beam and steel column
CN214784735U (en) Steel construction beam column node structure
JP3152849B2 (en) Joint structure between prong and cut beam
CN217150625U (en) Door type steel frame structure
JPH01121428A (en) Truss
CN110984376B (en) Articulated formula steel construction node
KR100627233B1 (en) Connection member for steel structure
CN210737335U (en) Steel bridge girder node assembled connection structure
KR100321907B1 (en) Steel structure with slit joint
CN211114085U (en) Column beam-connecting steel structure
JPH0813650A (en) Connecting structure of earthquake-resisting wall
JPH0634422Y2 (en) Bracket member
JPS641838A (en) Connection device of architectural steel structural member