CN211007581U - Overhanging type vertical supporting tool - Google Patents

Overhanging type vertical supporting tool Download PDF

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Publication number
CN211007581U
CN211007581U CN201921415050.0U CN201921415050U CN211007581U CN 211007581 U CN211007581 U CN 211007581U CN 201921415050 U CN201921415050 U CN 201921415050U CN 211007581 U CN211007581 U CN 211007581U
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CN
China
Prior art keywords
vertical
sleeve
encorbelmenting
pole setting
strut
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Active
Application number
CN201921415050.0U
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Chinese (zh)
Inventor
于耀
周杰
潘志忠
刘涛
张雷
李振雄
刘�文
张成林
曾文静
郎宇飞
陈雅
田野
陈建
刘长帅
林秋宽
张睿
熊惠康
李超
白旭伟
胡腾
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Shenzhen Construction Engineering Group Co Ltd
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Shenzhen Construction Engineering Group Co Ltd
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Priority to CN201921415050.0U priority Critical patent/CN211007581U/en
Application granted granted Critical
Publication of CN211007581U publication Critical patent/CN211007581U/en
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Abstract

The utility model discloses a formula of encorbelmenting vertical braces instrument, include: the anti-skidding fastener A is used for preventing the vertical upright rods from gliding relative to the vertical upright rods, and the anti-skidding fastener A is arranged below the vertical upright rods and positioned below the pole changing frame A; can be after pouring cantilever beam, the boundary beam that encorbelments when the replacement is pour supports to reach and to carry out brickwork, the construction of plastering between two adjacent cantilever beams about can improving production efficiency, have simple structure simultaneously, install and remove convenient advantage.

Description

Overhanging type vertical supporting tool
[ technical field ] A method for producing a semiconductor device
The utility model relates to a building construction field specifically is a formula vertical braces instrument encorbelments.
[ background of the invention ]
Many buildings adopt the design of external flue to need be at external flue inside lining stainless steel tuber pipe, but if this type of building adopts the construction of aluminium mould climbing frame system, can be because the space is narrow and small, can't realize the cast in situ concrete outer wall construction of flue well, consequently can only adopt cast in situ cantilever beam, then carry out the mode of brickwork construction between two adjacent cantilever beams from top to bottom.
The following problems exist in the construction process of the existing flue shaft: (1) because the construction of the climbing frame is carried out, the climbing frame only covers 4 layers and a half, and because a series of processes such as air pipe installation are needed, the construction time is very short because of the time limit of climbing the climbing frame. (2) Adopt the aluminium mould to climb a system, can set up three supports in the lower part of cantilever beam, treat that the concrete strength of cantilever beam reaches 100% rear dismountable, the early construction of interveneeing of the unable brickwork of realizing.
The attached figure 2 in the specification is a schematic view of an existing cantilever side beam support for cast-in-place cantilever beam construction. By adopting the support, the masonry space is blocked by the cantilever side beam support, and masonry construction between two vertically adjacent cantilever beams cannot be carried out, so that the construction period is prolonged.
The utility model discloses it is not enough to solve prior art and research and propose promptly.
[ Utility model ] content
The to-be-solved technical problem of the utility model is to provide a formula vertical braces instrument of encorbelmenting, can be after having pour the cantilever beam, the boundary beam support of encorbelmenting when the replacement is pour to reach the requirement that can carry out the brickwork construction between upper and lower two adjacent cantilever beams.
In order to solve the technical problem, the utility model discloses a formula vertical braces instrument encorbelments, the supporting tool be used for two adjacent about the replacement encorbelment the boundary beam support of encorbelmenting between the boundary beam, include: a anti-skidding fastener A that is used for supporting the frame A that trades that is located the roof beam bottom of encorbelmenting of top, arranges the roof beam upper surface of encorbelmenting that is located the below in and trades frame B and hang in the vertical pole setting in the roof beam outside of encorbelmenting, trade frame A along vertical direction sliding connection in vertical pole setting, trade frame B along vertical direction sliding connection in vertical pole setting, vertical pole setting and the top that is located to trade frame B be equipped with and be used for preventing that vertical pole setting trades the gliding anti-skidding fastener B of frame B relatively, vertical pole setting and the below that is located to trade frame A be equipped with and be used for preventing to trade the gliding anti-skidding fastener A of frame A relatively vertical.
As above, the overhanging type vertical supporting tool is characterized in that the replacing support frame A comprises a sleeve A sleeved on the vertical upright rod, the sleeve A can slide up and down relative to the vertical upright rod, the upper end of the sleeve A is provided with a horizontal supporting rod A perpendicular to the sleeve A, and an inclined supporting rod A is further arranged between the sleeve A and the horizontal supporting rod A.
The overhanging type vertical supporting tool comprises a sleeve B sleeved on a vertical upright rod, wherein a horizontal supporting rod B perpendicular to the sleeve B is arranged at the lower end of the sleeve B, and an inclined supporting rod B is arranged between the sleeve B and the horizontal supporting rod B.
The overhanging type vertical supporting tool is characterized in that the sleeve B is made of DN60 steel pipe.
The overhanging type vertical supporting tool is characterized in that the vertical upright is made of DN48 steel tubes.
According to the overhanging type vertical supporting tool, the replacing support frame A and the replacing support frame B are formed by welding steel pipes.
Compared with the prior art, the utility model has the advantages of as follows:
1. the utility model discloses a formula vertical braces instrument of encorbelmenting can be after having pour the cantilever beam, and the boundary beam of encorbelmenting when the replacement was pour supports to reach and to carry out the brickwork, plaster the construction between two adjacent cantilever beams from top to bottom, can improve production efficiency, simultaneously the utility model has the advantages of simple structure installs and removes convenience.
2. The utility model discloses can be used for building bay window board structure template erection bracing to use.
[ description of the drawings ]
The following detailed description of embodiments of the present invention is provided with reference to the accompanying drawings, in which:
fig. 1 is a schematic structural view of a cantilever type vertical supporting tool of the present invention;
FIG. 2 is a schematic view of a support cantilever beam of an existing external flue of a pouring building;
FIG. 3 is a schematic view of an original support of an overhanging beam when the overhanging type vertical support tool of the utility model is used for replacing pouring;
FIG. 4 is an organization diagram of a building with an external flue constructed by an aluminum formwork climbing frame system.
[ detailed description ] embodiments
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1 to 4, the overhanging type vertical supporting tool of the present embodiment, the supporting tool 1000 is used for replacing the overhanging side beam support between two upper and lower adjacent overhanging side beams, and includes: a anti-skidding fastener B4 that is used for supporting the frame of trading A1 that is located the roof beam bottom of encorbelmenting of top, arranges in the frame B2 that trades of the roof beam upper surface of encorbelmenting that is located the below and suspends the vertical pole 3 in the outside of the roof beam that encorbelments in, trade frame A1 along vertical direction sliding connection on vertical pole 3, trade frame B2 along vertical direction sliding connection on vertical pole 3, vertical pole 3 and be located the top of trading frame B2 be equipped with and be used for preventing vertical pole 3 from trading frame B2 gliding, vertical pole 3 and be located the below of trading frame A1 be equipped with and be used for preventing to trade the anti-skidding fastener A5 that vertical pole 3 gliding of frame A1 relatively. The utility model discloses a formula vertical braces instrument of encorbelmenting can be after having pour the cantilever beam, and the boundary beam of encorbelmenting when the replacement was pour supports to reach and to carry out the brickwork, plaster the construction between two adjacent cantilever beams from top to bottom, can improve production efficiency, simultaneously the utility model has the advantages of simple structure installs and removes convenience.
In this embodiment, the replacing bracket a1 includes a sleeve a11 sleeved on the vertical upright 3, the sleeve a11 can slide up and down relative to the vertical upright 3, a horizontal support bar a12 perpendicular to the sleeve a11 is disposed at the upper end of the sleeve a11, and an inclined support bar a13 is further disposed between the sleeve a11 and the horizontal support bar a 12.
In this embodiment, the replacing bracket B2 includes a sleeve B21 sleeved on the vertical upright 3, the lower end of the sleeve B21 is provided with a horizontal support bar B22 perpendicular to the sleeve B21, and an inclined support bar B23 is further provided between the sleeve B21 and the horizontal support bar B22.
In the embodiment, the sleeve B21 is made of DN60 steel pipes, the vertical upright rods 3 are made of DN48 steel pipes, and the support changing frame A1 and the support changing frame B2 can be formed by welding steel pipes.
The technical content of the present invention is further described by the embodiments only, so that the reader can understand it more easily, but the embodiments of the present invention are not limited thereto, and any technical extension or re-creation according to the present invention is protected by the present invention. The protection scope of the present invention is subject to the claims.

Claims (6)

1. The utility model provides a formula vertical braces instrument encorbelments, supporting tool (1000) be used for two adjacent about the replacement encorbelment the boundary beam support of encorbelmenting between the boundary beam, its characterized in that includes: a anti-skidding fastener B (4) that is used for supporting what be located the top the roof beam bottom of encorbelmenting that encorbelmenting, arrange in the vertical pole setting (3) in the roof beam outside of encorbelmenting of below the pole beam top surface of encorbelmenting that is located, trade strut A (1) along vertical direction sliding connection on vertical pole setting (3), trade strut B (2) along vertical direction sliding connection on vertical pole setting (3), vertical pole setting (3) and the top that is located to trade strut B (2) be equipped with and be used for preventing vertical pole setting (3) from trading anti-skidding fastener B (4) that strut B (2) gliding relatively, vertical pole setting (3) and the below that is located to trade strut A (1) be equipped with and be used for preventing to trade anti-skidding fastener A (5) that strut A (1) slided relatively vertical pole setting (3).
2. The overhanging type vertical bracing tool according to claim 1, wherein the replacing bracket A (1) comprises a sleeve A (11) sleeved on the vertical upright (3), the sleeve A (11) can slide up and down relative to the vertical upright (3), a horizontal bracing rod A (12) perpendicular to the sleeve A (11) is arranged at the upper end of the sleeve A (11), and an inclined bracing rod A (13) is arranged between the sleeve A (11) and the horizontal bracing rod A (12).
3. The overhanging type vertical bracing tool according to claim 1 or 2, wherein the replacing bracket B (2) comprises a sleeve B (21) sleeved on the vertical upright (3), a horizontal bracing rod B (22) perpendicular to the sleeve B (21) is arranged at the lower end of the sleeve B (21), and an inclined bracing rod B (23) is arranged between the sleeve B (21) and the horizontal bracing rod B (22).
4. An overhanging vertical bracing tool according to claim 3, wherein the B (21) casing is made of DN60 steel pipe.
5. The overhanging vertical bracing tool according to claim 1, wherein the vertical upright (3) is made of DN48 steel pipe.
6. The overhanging type vertical bracing tool according to claim 1, wherein the replacing bracket A (1) and the replacing bracket B (2) are welded by steel pipes.
CN201921415050.0U 2019-08-27 2019-08-27 Overhanging type vertical supporting tool Active CN211007581U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921415050.0U CN211007581U (en) 2019-08-27 2019-08-27 Overhanging type vertical supporting tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921415050.0U CN211007581U (en) 2019-08-27 2019-08-27 Overhanging type vertical supporting tool

Publications (1)

Publication Number Publication Date
CN211007581U true CN211007581U (en) 2020-07-14

Family

ID=71480224

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921415050.0U Active CN211007581U (en) 2019-08-27 2019-08-27 Overhanging type vertical supporting tool

Country Status (1)

Country Link
CN (1) CN211007581U (en)

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