TWM241462U - Aid supporting element used in adjusting precast floor level - Google Patents

Aid supporting element used in adjusting precast floor level Download PDF

Info

Publication number
TWM241462U
TWM241462U TW92217914U TW92217914U TWM241462U TW M241462 U TWM241462 U TW M241462U TW 92217914 U TW92217914 U TW 92217914U TW 92217914 U TW92217914 U TW 92217914U TW M241462 U TWM241462 U TW M241462U
Authority
TW
Taiwan
Prior art keywords
main body
holding
floor
wing
slab
Prior art date
Application number
TW92217914U
Other languages
Chinese (zh)
Inventor
Yan-Liang Yin
Original Assignee
Runhorn Pretech Eng Co Ltd
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 Runhorn Pretech Eng Co Ltd filed Critical Runhorn Pretech Eng Co Ltd
Priority to TW92217914U priority Critical patent/TWM241462U/en
Publication of TWM241462U publication Critical patent/TWM241462U/en

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

M241462 捌、新型說明: 【新型所屬之技術領域】 創作係關於-種調整預鑄樓板高程之輔#支擇元件 2疋-種可拆卸、組裝、移動、定位以供預鑄樓板調整 局度用之輔助支撐元件。 【先前技術】 為了達到建築物樓板設置時之水平準度及施工時之便 利性’現在樓板之施工已有利用預鑄樓板進行者。目前既 有之預鑄樓板施:c方式多是將已事先預鑄好之樓板設置在 用^撐預鑄樓板之樑或支撐結構上,再於預鑄樓板上灌 注混凝土以將各預鑄樓板加以連續,並利用流動性高之砂 漿作表面之平整。如此需二次施工,費工又耗時。 而一般上述之預鑄樓板若是設置在大跨度建築物之工 型鋼樑上,由於預鑄樓板本身具有相當之重量,當數片預 鑄樓板分別擺置在!型鋼樑上時,!型鋼樑會因為預禱樓 板之重量導致產生些微之彎曲變形,這種彎曲變形會讓預 鑄樓板之水平準度不佳,並導致預鑄樓板之變形,若使用 二次灌聚整平之方式調整表面水平,則會造成樓板之厚薄 不均’ f曲變形較大處,樓板會較厚,進而又造成^型鋼 樑更大之負擔。 【新型内容】 本創作人有鑑於此,乃積極進行研究改良,以期可提 供一種能解決上述預鑄樓板於設置時所產生之問題,經過 不斷之試驗及努力,終於開發出本創作,利用工型鋼襟上 M241462 程千斤了貝之輔助支樓元件,進而進行預鑄樓板高 預鑄供:種能讓1型鋼_置 助支撐元件。 寿預鑄樓板之千斤頂的鋼樑辅 為了達到上述創作 段予以達成,其中本創作本創作乃採取以下之技術手 板之翼片上的主體,主1有設置在1型鋼襟異於預鑄樓 主體之寬度大於翼片之寬度,主體且 有主體部及挾持部,主鞅 八 主體邛可跨過I型鋼樑之翼片外側, 挾持部則與主體部-同挾持定位在翼片上。 〜藉由上述之結構設計,本創作提供!型鋼樑翼片一較 …間以設置千斤頂,而藉由千斤頂的設置便可撐起預 鑄樓板’以便藉由墊片或相關高程調整機制來調整因為丨 型鋼標變形產生之水平準度差移’以達到預鑄樓板水平準 度均一之效果。 【實施方式】 現請參看第-及二圖所示,本創作之第一實施例具有 一主體(1 0 ),該主體(i 〇 )乃是設置在!型鋼襟( 20)異於預鑄樓板(25)之翼片(21)上,且主體 (1 0 )之寬度大於翼片(2丄)之寬度,主體(i 〇 ) 具有一呈u字型之主體部(11)及兩挾持部(12), 該挾持部(1 2 )設置於主體部(丄工)之開口兩側,並 以螺栓(1 3 ) #元件和主體部(丄丄)加以連接,使得 挾持部(1 2 )能相對主體部(i丄)進行樞轉動作,該 M241462 挟持部(1 2 )與主體部(1 1 )樞接之另端則設置有滾 輪(14),配合參看第二圖所示,該滚輪(14)之設 置方式是在挾持部(1 2 )上設有~滾輪設置部(1 4 〇 )’並於滾輪設置部(140)中設置有一貫穿滾輪(工 4 )之中心軸(1 4 1 ),藉此滾輪(1 4 )便可以中心 車由(1 4 1 )為中心在滾輪設置部(1 4 0 )中進行滚動 π用不劁忭在汊罝頂鱗模极(2 5 )時,首先將預禱 樓板(2 5 )擺置於I型鋼樑(2 〇 )上,再將本創作之 主體部(1 1 )跨設於I型鋼樑(2 0)異於預禱樓板( 2 5 )之翼片(2 1 )外側,將挾持部(i 2 )固定在主 體部(1 1 )口處兩側,藉由滾輪(工4 )壓迫並挾持 I型鋼樑(2 0 )之翼片(2 1 )使得主體(丄〇 )固定 在翼片(21)上。藉此,千斤頂(26)便可以設置在 主體(1 0 ) 1以頂#預鑄樓板(2 5 )來進行水平準度 之5周整。 在調整過程中,若發現本創作之設置位置有 需要變更主體厅不δ而 -更主體(1 0 )之设置位置時,只要以 相對翼片(2 1 )進行滑移即可 置位置,另外,者哨敕+惠% 饈(1 〇 )之設 1另夕卜田调整完畢後,只要將㈣ 螺栓(1 ?)抓番考达丄 , 、丄2 )以 3 ) 5又置處為中心相對主體部( 可將主體(i 〇 )由J型鋼 疋轉,即 移除,使用上極為方便。(2〇)之翼片(2!)處 再請參看第三及四圖所示 4 F &lt;弟一貫施例與第 M241462 一實施例略同 設置在I型鋼 2 1 )上,且 度,主體(3 挾持部(3 2 )之開口兩側 )加以連接, 進行樞轉動作 2 )與主體部 ,其具有一主體(3〇),該主體(3〇) 樑(2 0 )異於預鑄樓板(2 5 )之翼片( 主體(30)之寬度大於翼片(21)之寬 〇)具有一呈υ字型之主體部(31)及兩 ),該挾持部(3 2 )設置於主體部(3工 ’並以螺栓(3 3 )等元件和主體部(3 1 使得挾持部(3 2 )能相對主體部(3 1 ) ’與第一實施例不同之處在於該挾持部(3 (3 1 )樞接之另端設置有緊迫螺栓(3 4 本創作之第二實施例之使用方法與第一實施例不同之 處在於其是藉由緊迫螺&amp;(34)壓迫並挾持I型鋼樑( 20)之翼片(21)使得主體(3〇)目定在翼片(2 1 )上。 另外,為了達到壓迫緩衝之效果,於第一實施例及第 一實施例之主體部(1 1 )( 3 1 )内側可設有具彈性之 凸塊(15) (35)(配合參看第一及三圖所示),藉 此以達到滾輪(1 4 )或緊迫螺栓(3 4 )壓迫翼片時之 緩衝效果。 再請參看第五及六圖所示,本創作之第三實施例具有 主體(50) ’該主體(5〇)乃是設置在I型鋼樑( 20)異於預鑄樓板(25)之翼片(2 1)上,且主體 (50)之寬度大於翼片(21)之寬度,主體(5〇) 具有一呈L字型之主體部(51)及一挾持部(52), M241462 該 ( 主 检 部 在 將 螺 分 2 L子塑之主版邛(5 1 )於一端一體形成有平行主體部 5 1 )之挾持片(5 1 0 ),該挾持部(5 2 )設置於 體部(5 1 )形成有挾持片(5 1 〇 )之另端,並以螺 (53)等元件和主體部' 、 1 〈 b 1 )加以連接,使得挾持 (5 2 )能相對主體部(5 1 ^ 1 、D 1 )加以固定連接。 本創作之弟二貫施例於蚀爾主 ,,. 、便用時’ 1*先將主體部(5 1 跨設於I型鋼樑(2 〇 )旦於@ ^ ^ t , 5 u )吳於預鑄樓板(2 5 )之翼片 ? 1 )外側,並利用抽拄μ γ r 1 乙用狹持片(510)置於翼片(2l 之一側上,再利用螺於r = n、 ’、才王(5 3 )將挾持部(5 2 )固定 主體部(5 1 )上以挾掊翌 狄得翼片(2 1 )之另一側,藉此 翼片(21)包容於挾拄 狄得片(5 1 〇 )及挾持部(5 2 之中以固定主體(5〇)。 同樣的t創作之第三實施例在調整完畢後,只要將M241462 新型 Description of the new type: [Technical field to which the new type belongs] The creative department is concerned with-a kind of adjustment of the floor slab elevation #support element 2 疋-a type of disassembly, assembly, movement, positioning for the adjustment of the floor slab Auxiliary support element. [Previous technology] In order to achieve the level accuracy of the building floor slabs and the convenience during construction ’, the construction of floor slabs has been carried out using concrete floor slabs. At present, the existing floor slabs are applied in the C method. Most of the floor slabs are installed on the beams or supporting structures that support the floor slabs, and then concrete is poured on the floor slabs to slabs. It is continuous, and the surface of the surface is smooth with a mortar with high fluidity. This requires secondary construction, labor and time. In general, if the above-mentioned concrete floor slabs are set on the steel beams of large-span buildings, because the concrete floor itself has a considerable weight, when several pieces of precast floor slabs are placed respectively! When the steel beam is on! The steel beam will cause slight bending deformation due to the weight of the floor slab. This bending deformation will make the level accuracy of the concrete floor slab poor, and cause the deformation of the concrete floor slab. By adjusting the surface level in a way, the thickness of the floor slab will be uneven, and the floor will be thicker, which will cause a greater burden on the steel beam. [New content] In view of this, the creator is actively carrying out research and improvement in order to provide a solution that can solve the problems caused by the above-mentioned concrete floor slabs. After continuous trials and efforts, the author finally developed this creation and made use of M241462 Cheng Jiejin made the auxiliary support component of the profile steel lapel, and then carried out the floor slab height supply: a type of steel can be used to support the support component. The steel beam auxiliary of the jack of the Shouying floor is achieved in order to achieve the above-mentioned creation section. The creation of this creation is the main body on the wings of the following technical hands. The main 1 has a type 1 steel lapel that is different from the main body of the building. The width is larger than the width of the wing. The main body has a main body portion and a holding portion. The main body of the eight main body can cross the outside of the wing of the I-shaped steel beam, and the holding portion is positioned on the wing with the main body-same holding. ~ With the above structural design, this creation provides! The profile steel beam fins are compared with ... to set jacks, and the jack slab can be supported by the setup of the jacks so as to adjust the level accuracy difference caused by the deformation of the profile steel standard through the gasket or the related elevation adjustment mechanism. Shift 'to achieve the uniformity of the horizontal accuracy of the slab floor. [Embodiment] Referring now to the first and second figures, the first embodiment of this creation has a main body (1 0), and the main body (i 〇) is set at! The profile placket (20) is different from the wing (21) of the slab floor (25), and the width of the main body (1 0) is larger than the width of the wing (2 丄). The main body (i 〇) has a U-shape The main body part (11) and the two holding parts (12), the holding part (1 2) is arranged on both sides of the opening of the main body part (handwork), and bolts (1 3) #element and main body part (丄 丄) It is connected so that the holding part (1 2) can be pivoted relative to the main body part (i ,), and the other end of the M241462 holding part (1 2) and the main body part (1 1) pivotally provided with a roller (14) As shown in the second figure, the setting method of the roller (14) is to provide a ~ roller setting portion (1 4 〇 ') on the holding portion (12) and a penetrating portion is provided in the roller setting portion (140). The central axis (1 4 1) of the roller (work 4), by which the roller (1 4) can center the car from (1 4 1) to roll in the roller setting part (1 4 0).忭 When the scale model pole (2 5) is topped, first the prayer floor (2 5) is placed on the I-shaped steel beam (20), and then the main part (1 1) of this creation is placed across I-beam (2 0) The outer part of the wings (2 1) of the prayer slab (2 5), the holding part (i 2) is fixed on both sides of the mouth of the main part (1 1), and the I-shaped steel beam is pressed and held by the roller (work 4). The fins (2 1) of (20) allow the main body (丄 〇) to be fixed on the fins (21). With this, the jack (26) can be set on the main body (1 0) 1 to perform the 5th level adjustment of the horizontal accuracy with the top # 預鑄 floor (2 5). In the adjustment process, if it is found that the setting position of this creation needs to be changed, the main body is not δ but more the setting position of the main body (1 0), as long as the relative wing (2 1) is slid to set the position. The whistle 敕 + 惠 % 馐 (1 〇) setting 1 and after the field adjustment is completed, as long as the ㈣ bolt (1?) To catch Kodak 丄, 丄 2) centered at 3) 5 again With respect to the main body (the main body (i 〇) can be turned from J-shaped steel, that is, removed, it is very convenient to use. For the wing (2!) Of (20), please refer to Figures 3 and 4 again. 4 F &lt; The conventional example is set on the I-shaped steel 2 1), and the main body (both sides of the opening of the 3 holding part (3 2)) is connected to perform the pivoting action 2) and The main body part has a main body (30), the main body (30), the beam (20) is different from the wings of the slab (25), (the width of the body (30) is greater than the width of the wings (21) 〇) has a main body portion (31) and two) in the shape of a υ, the holding portion (3 2) is provided on the main body portion (3 workers' and bolts (3 3) and other components and the main body portion (3 1 makes 挟The portion (3 2) can be opposite to the main body portion (3 1) 'differs from the first embodiment in that the other end of the holding portion (3 (3 1)) is provided with a pressing bolt (3 4 the second implementation of this creation) The method of using the example is different from that of the first embodiment in that it presses and holds the wings (21) of the I-shaped steel beam (20) by pressing the screw &amp; (34), so that the main body (30) is positioned on the wing. In addition, in order to achieve the effect of compression buffering, elastic protrusions (15) (15) (on the inside of the main body (1 1) (3 1) of the first embodiment and the first embodiment) 35) (see Figures 1 and 3 for cooperation), in order to achieve the cushioning effect when the rollers (1 4) or pressing bolts (3 4) press the flaps. Please refer to Figures 5 and 6 again. The third embodiment of the creation has a main body (50) 'The main body (50) is provided on the wing (2 1) of the I-shaped steel beam (20) different from the slab (25), and the main body (50 ) Is larger than the width of the flap (21). The main body (50) has an L-shaped main body (51) and a holding portion (52). M241462 Plastic Lord The plate (5 1) is integrally formed at one end with a holding piece (5 1 0) parallel to the main body portion 5 1), and the holding portion (5 2) is provided on the body portion (5 1) and is formed with a holding piece (5 1 〇) At the other end, components such as screw (53) are connected to the main body portion ', 1 <b 1), so that the holding (5 2) can be fixedly connected to the main body portion (5 1 ^ 1, D 1). The younger brother of this creation is the example of the Lord Er, and, when it is used, 1 'is the first part of the main body (5 1 across the I-beam (20) once @ ^ ^ t, 5 u) The wings of Wu Yuzhen's floor slab (2 5)? 1) outside, and draw the μ γ r 1 B with a narrow holder (510) on one side of the wing (2l, and then use the screw on r = n, ', Cai Wang (5 3) fixed the holding part (5 2) on the main part (5 1) with the other side of the Tedder wing (2 1), so that the wing (21) contained A fixed body (50) is used in the Dedicated film (5 1 0) and the holding part (5 2). After the third embodiment created by the same t is adjusted, only the

栓(53)卸下使得抉持部(52)與主體部(5D 離,即可將主體(R n、 、〇υ)由I型鋼樑(20)之翼片( 1 )處移除。 【圖式簡單說明】 (一)圖式部分 第一圖為本創补# Μ乍第一實施例之使用狀態示意圖。 第二圖為本創从处 J作第一實施例之另一使用狀態示意 圖〇 第三圖為本創 作第二實施例之使用狀態示意圖 第四圖為本貪丨 J作第二實施例之另一使用狀態示The bolt (53) is removed so that the decision portion (52) is separated from the main body portion (5D), and the main body (R n,, υ) can be removed from the wing (1) of the I-shaped steel beam (20). [Schematic description] (1) The first part of the schematic part is a schematic diagram of the use state of the first embodiment of Chuangbu # Μ. The second diagram is another use state of the first embodiment of Chuangfu from the beginning. Schematic diagram. The third diagram is the use state diagram of the second embodiment of the creation. The fourth diagram is the other use state diagram of the second embodiment of the invention.

M241462 第五圖為本創作第三實施例之使用狀態示意圖。 第六圖為本創作第三實施例之另一使用狀態示意 圖。 (二)元件代表符號 (10) 主體 (11) 主體部 (12) 挾持部 (1 3 )螺栓 (14) 滾輪 (1 4 0 )滾輪設置部 (141)中心軸 (15) 凸塊 (2 0 ) I型鋼樑 (21)翼片 (2 5 )預鑄樓板 (2 6 )千斤頂 (3 0 )主體 (31)主體部 (3 2 )挾持部 (3 3 )螺栓 (3 4 )緊迫螺栓 (3 5 )凸塊 (5 0 )主體 (5 1 )主體部 10 M241462 (5 1 Ο )挾持片 (5 2 )挾持部 (5 3 )螺栓M241462 The fifth picture is a schematic diagram of the use state of the third embodiment of the creation. The sixth figure is a schematic diagram of another use state of the third embodiment of the creation. (2) Symbols for components (10) Body (11) Body (12) Holding part (1 3) Bolt (14) Roller (1 4 0) Roller setting part (141) Central shaft (15) Bump (2 0 ) I-shaped steel beam (21) wings (2 5) concrete floor (2 6) jack (3 0) main body (31) main body (3 2) holding part (3 3) bolt (3 4) pressing bolt ( 3 5) Bump (5 0) Body (5 1) Body part 10 M241462 (5 1 Ο) Holding piece (5 2) Holding part (5 3) Bolt

Claims (1)

M241462 玖、申請專利範圍: 上;:種調整預鑄樓板高程之辅助支撑元件,其具有 汉置在I型鋼樑異於預鑄樓板設置位置之翼片上且寬度大 =該翼片之主體’該主體具有主體部及挾持部,主體:可 ::I型鋼樑之翼片外側,挾持部則與主同挾 持定位在翼片上。 之輔二ί申請專利範圍第1項所述之調整預鑄樓板高程 兩ΓΓ 件,其中該主體具有一呈口字型之主體部及 和主體^,錢持部設置於主體部之開σ兩側,並以螺栓 加以連接,挾持部與主體部連接處之另端設置有 之輔:i二中凊專利範圍第1項所述之調整預鑄樓板高程 心稀助支撐元件, 兩挾持部,姑一中以主體具有一呈U字型之主體部及 和主體;〜:持部設置於主體部之開口兩側,並以螺栓 緊迫螺拾接,挟持部與主體部連接處之另端設置有 高程i輔!Π請專利範圍第2或3項所述之調整預鑄樓板 。 撐疋件,其中主體部内側設有具彈性之凸塊 之輔:支專:範圍第1項所述之調整預鑄樓板高程 -挾持部,該L字型中5亥主體具有-呈,字型之主體部及 部之抉持二於一端一體形成有平行主體 ,並&amp; ^ 寻口 ^又置於主體部形成有挾持片之另γ 心螺栓和主體部加以連接。 月之另&amp; 12M241462 范围 、 Scope of patent application: Upper ;: A kind of auxiliary supporting element for adjusting the elevation of concrete floor, which has a wing placed on the I-shaped steel beam different from the position of the concrete floor and the width is large = the main body of the wing ' The main body has a main body portion and a holding portion. The main body: the outer side of the wing of the I-shaped steel beam, and the holding portion is positioned on the wing with the main holding. In the second sub-liter, the height and height of the slab floor are described in item 1 of the scope of patent application. The main body has a main body part and a main body ^, and the money holding part is provided on the main body part. Side, and connected by bolts, and the other end of the connection between the holding part and the main body part is provided with the auxiliary: i. The adjustment of the height of the floor slab as described in item 1 of the patent scope, two holding parts, two middle parts The main body has a U-shaped main body portion and a main body; ~: The holding portions are provided on both sides of the opening of the main body portion and are screwed together by bolts, and the other end of the connection portion between the holding portion and the main body portion is provided with an elevation i Supplementary! Please adjust the floor slabs as described in item 2 or 3 of the patent scope. Supporting pieces, with elastic bumps on the inside of the main body: Support: Adjust the height of the slab floor-holding section as described in the first item of the scope. The main body part and the second part of the shape are integrally formed with a parallel body at one end, and &amp; ^ seek mouth ^ is placed on the main body part and another γ core bolt formed with a holding piece is connected to the main body part. Moonrise &amp; 12
TW92217914U 2003-10-07 2003-10-07 Aid supporting element used in adjusting precast floor level TWM241462U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW92217914U TWM241462U (en) 2003-10-07 2003-10-07 Aid supporting element used in adjusting precast floor level

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW92217914U TWM241462U (en) 2003-10-07 2003-10-07 Aid supporting element used in adjusting precast floor level

Publications (1)

Publication Number Publication Date
TWM241462U true TWM241462U (en) 2004-08-21

Family

ID=34078177

Family Applications (1)

Application Number Title Priority Date Filing Date
TW92217914U TWM241462U (en) 2003-10-07 2003-10-07 Aid supporting element used in adjusting precast floor level

Country Status (1)

Country Link
TW (1) TWM241462U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10716350B2 (en) 2010-04-30 2020-07-21 Michael Waters Lighted headgear and accessories therefor
US10791783B1 (en) 2019-05-16 2020-10-06 Waters Industries, Inc. Lighted headgear and accessories therefor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10716350B2 (en) 2010-04-30 2020-07-21 Michael Waters Lighted headgear and accessories therefor
US11478035B2 (en) 2010-04-30 2022-10-25 Michael Waters Lighted headgear and accessories therefor
US10791783B1 (en) 2019-05-16 2020-10-06 Waters Industries, Inc. Lighted headgear and accessories therefor

Similar Documents

Publication Publication Date Title
CN104018582B (en) Top is with pedestal at the restressed beam slab and frame structure of restraining moment flexual reinforcement
CN209649011U (en) A kind of building is poured with concrete slab press device
CN102322028A (en) Semi-automatic arch culvert construction template
TWM241462U (en) Aid supporting element used in adjusting precast floor level
CN112900858A (en) Adjustable beam bottom template supporting device
CN202672495U (en) Reinforced horse stool capable of controlling spacing between upper row of bars and lower row of bars of construction cast-in-place board
CN208518348U (en) The mounting structure and its bracket of timber floor
CN209350481U (en) A kind of Novel combination mold of superimposed sheet
CN208718356U (en) A kind of curved surface phenolic aldehyde template
CN216839958U (en) Take induced crack structure of reinforced concrete floor of S-shaped reinforcing bar of buckling
CN206070881U (en) Utilize beam bottom steel bar structure of reinforcing bar protection layer thickness of steel bar support skeleton control
CN213868903U (en) Supporting and reinforcing device for axillary angle template
CN205688665U (en) A kind of split heads for fixing floor bar
CN202208892U (en) Semi-automatic arched culvert construction template
CN205295916U (en) RPC leveling board
CN204249070U (en) One prepares upper/lower electrode formula conducting concrete plate electrode network tensioning equipment
CN221047204U (en) Binding table for prefabricating T-beam steel bars
CN208934463U (en) A kind of concreting profiled template support component
CN207582765U (en) A kind of novel cast-in-situ hollow floor plate ruggedized construction
CN207277832U (en) A kind of high armpit angle concreting simple support structure
CN205400048U (en) Concrete building template
CN205894663U (en) Adjustable template structure for building wall structural joint pours messenger
CN221168734U (en) Floor thickness control support
CN211775765U (en) Novel beam clamp
CN215859110U (en) Anticorrosive lock foot device of road bridge steel form

Legal Events

Date Code Title Description
MK4K Expiration of patent term of a granted utility model