CN208934393U - For the flip beam in hydraulic climbing formwork platform - Google Patents

For the flip beam in hydraulic climbing formwork platform Download PDF

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Publication number
CN208934393U
CN208934393U CN201821414328.8U CN201821414328U CN208934393U CN 208934393 U CN208934393 U CN 208934393U CN 201821414328 U CN201821414328 U CN 201821414328U CN 208934393 U CN208934393 U CN 208934393U
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China
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pair
fixed
connector
hydraulic climbing
beam section
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CN201821414328.8U
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Chinese (zh)
Inventor
许谟华
黄剑飞
邓贵茂
郑伟
何志兵
黄耀文
张孟康
勾建
赵义
田进
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China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
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China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
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Abstract

The utility model discloses for the flip beam in hydraulic climbing formwork platform, comprising: the first beam, level are fixed in the upright bar of hydraulic climbing formwork platform, and it is inverted L shape that first beam, which is fixed with the second connector towards one end upper surface on the inside of hydraulic climbing formwork platform,;Second beam, it is located on the inside of hydraulic climbing formwork platform and one end is provided with fixing piece, second beam is detachably connected as a whole formula flip horizontal beam by fixing piece and the first beam, one end upper surface of the second beam setting fixing piece is fixed with the first connector, is rotatablely connected with the cross member of the second connector.The crossbeam of hydraulic climbing formwork platform is changed to flip beam by the utility model, can be easy to operate, applicability is wide in the case where not destroying hydraulic climbing mould construction platform to the lifting slot milling of template or other articles.

Description

For the flip beam in hydraulic climbing formwork platform
Technical field
The utility model relates to king-tower hydraulic climbing mould construction technical fields.More specifically, the utility model relates to be used for Flip beam in hydraulic climbing formwork platform.
Background technique
In the king-tower hydraulic climbing mould construction of space structure complexity, the external mold board size of king-tower is sent out according to the difference of segment Variation is given birth to, needs frequently to replace template, and the platform of hydraulic climbing formwork often forms one with king-tower concrete structure The space of closed operating space, template replacement lifting is limited, and turnover climb formwork platform just can solve this and ask Topic leaves enough spaces by the platform on the inside of overturning creeping formwork for the replacement of template or the lifting of other articles, not A closed operating space can be formed with king-tower structure again when lifting, suitable for template or climb in-mold article lifting Measure biggish king-tower hydraulic climbing mould construction.
Utility model content
One purpose of the utility model is to provide for the flip beam in hydraulic climbing formwork platform, by hydraulic climbing formwork platform Crossbeam is changed to flip beam, can stay in the case where not destroying hydraulic climbing mould construction platform to the lifting of template or other articles Space out, it is easy to operate, applicability is wide.
In order to realize these purposes and other advantages according to the present utility model, provide in hydraulic climbing formwork platform Flip beam, comprising: the first beam, level are fixed in the upright bar of hydraulic climbing formwork platform, and first beam is flat towards hydraulic climbing formwork One end upper surface on the inside of platform is fixed with the second connector, is inverted L shape;Second beam, be located at hydraulic climbing formwork platform on the inside of and One end is provided with fixing piece, and second beam is detachably connected as a whole formula flip horizontal beam by fixing piece and the first beam, One end upper surface of the second beam setting fixing piece is fixed with the first connector, rotates and connects with the cross member of the second connector It connects.
Preferably, there is a pair of of connecting plate of pin hole, first beam is also equipped with level centered on the fixing piece Fixed pin shaft is worn in the pin hole of perforation, the pin hole of a pair of of connecting plate and the pin hole of the first beam so that the first beam and the second beam is removable It unloads and is fixedly connected.
Preferably, stiffening plate is additionally provided between second connector and the first beam.
Preferably, the cross member of first connector and the second connector is rotatablely connected by rotary pin shaft.
Preferably, first beam and the second beam include fixed beam section, muti-piece activity beam section and end beam section;It is described Fixed beam section is to connect the beam section of the first connector or the second connector, and the fixed beam section is not connected with the first connector or second The inward-facing recess in one end of connector is formed with upper and lower a pair of of groove, and the fixed beam section also has vertical perforation following table thereon The channel in face, the channel communicate through a pair of of groove respectively;Activity beam section one end face has identical with fixed beam section A pair of of groove and channel, the other end of the activity beam section have a pair of of protrusion, and a pair of of protrusion has a pair up and down Through-hole, a pair of of protrusion is matched with just in a pair of of groove and channel and a pair of of through-hole are mutually communicated and pass through fixed pin shaft across with Activity beam section and fixed beam section is detachably connected;End beam section one end face has a pair identical with activity beam section convex It rises and a pair of of through-hole;Wherein, the first beam and the second beam are successively removable by fixed beam section, muti-piece activity beam section and end beam section It unloads and is connected as one formula structure.
The utility model is include at least the following beneficial effects:
1, the crossbeam of hydraulic climbing formwork platform is changed to flip beam, it is easy to operate, applicability is wide.
It 2, can be in the case where not destroying hydraulic climbing mould construction platform to template or the lifting slot milling of other articles.
3, it live can process, the processing is simple, low manufacture cost.
4, according to specific condition of construction, the length of two beams can be rationally designed, so that the space that overturning reserves is adjustable.
5, hydraulic climbing formwork platform is divided into multiple cell blocks, and when needing to lift by crane template or other articles, individually overturning needs The corresponding cell block in position is lifted by crane, does not influence the operation of other cell blocks.
The further advantage, target and feature of the utility model will be partially reflected by the following instructions, and part will also pass through Research and practice to the utility model and be understood by the person skilled in the art.
Detailed description of the invention
Fig. 1 is the utility model flip beam constructing structure schematic diagram;
Fig. 2 is the unturned structural schematic diagram of the utility model flip beam;
Fig. 3 is the structural schematic diagram after the overturning of the utility model flip beam;
Fig. 4 is the structural schematic diagram of the first beam of the utility model;
Fig. 5 is the structural schematic diagram of the second beam of the utility model.
Description of symbols:
1, hydraulic climbing formwork platform, 2, flip beam, 3, king-tower, the 21, first beam, the 22, second beam, the 23, first connector, 24, Second connector, 25, fixing piece, 26, stiffening plate, 201, fixed beam section, 202, activity beam section, 203, end beam section, 204, recessed Slot, 205, channel, 206, protrusion, 207, through-hole.
Specific embodiment
The following describes the utility model in further detail with reference to the accompanying drawings, to enable those skilled in the art referring to explanation Book text can be implemented accordingly.
It should be noted that experimental method described in following embodiments is unless otherwise specified conventional method, institute Reagent and material are stated, unless otherwise specified, is commercially obtained;In the description of the present invention, term " transverse direction ", The instruction such as " longitudinal direction ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" Orientation or positional relationship be to be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the utility model and letter Change description, be not the device of indication or suggestion meaning or element must have a particular orientation, constructed with specific orientation and Operation, therefore should not be understood as limiting the present invention.
As shown in Figures 1 to 3, the utility model provides a kind of flip beam in hydraulic climbing formwork platform, comprising: the first beam 21, level is fixed in the upright bar of hydraulic climbing formwork platform 1, the one end of first beam 21 towards 1 inside of hydraulic climbing formwork platform Upper surface is fixed with the second connector 24, is inverted L shape;Second beam 22, is located at 1 inside of hydraulic climbing formwork platform and one end is set It is equipped with fixing piece 25, second beam 22 is detachably connected as a whole formula flip horizontal beam 2 by fixing piece 25 and the first beam 21, One end upper surface that fixing piece 25 is arranged in second beam 22 is fixed with the first connector 23, the cross member with the second connector 24 Rotation connection.There is a pair of of connecting plate of pin hole, first beam 21 is also equipped with horizontal perforation centered on the fixing piece 25 Pin hole, wear fixed pin shaft in the pin hole of the pin hole of a pair of of connecting plate and the first beam 21 with can by the first beam 21 and the second beam 22 Disassembly is fixedly connected.Stiffening plate 26 is additionally provided between second connector 24 and the first beam 21.First connector 23 It is rotatablely connected with the cross member of the second connector 24 by rotary pin shaft.
In the above-mentioned technical solutions, as shown in Figure 1, when constructing, the second beam 22 of flip beam 2 is arranged close to king-tower 3 and position In the inside of hydraulic climbing formwork platform 1, when needing to lift by crane template or other articles, the second beam 22 of rotation makes 22, the second beam In the top of the first beam 21, to reserve the space of lifting;After the completion of lifting, the second beam 22 is gone back to come again, continues to construct.Not When lifting, as shown in Fig. 2, a pair of of connecting plate of 22 end of the second beam is located at the two sides of the first beam 21, and solid by fixed pin shaft Fixed connection meets construction needs;When lifting, as shown in figure 3, fixed pin shaft is taken out, so that the first beam 21 and the second beam 22 can Separation rotates the second beam 22, so that the cross of the second connector 24 on the first connector 23 and the first beam 21 on the second beam 22 Part relatively rotates around rotating pin, realizes the overturning of flip beam 2.
In another technical solution, as shown in Figure 4 and Figure 5, first beam 21 and the second beam 22 include fixed beam Section 201, muti-piece activity beam section 202 and end beam section 203;The fixed beam section 201 is that the first connector of connection 23 or second connects The beam section of fitting 24, the fixed beam section 201 are not connected with one end of the first connector 23 or the second connector 24 towards sunken inside It is formed with upper and lower a pair of of groove 204, the fixed beam section 201 also has the channel 205 for penetrating through its upper and lower surface vertically, described Channel 205 communicates through a pair of of groove 204 respectively;202 one end face of activity beam section has and fixed beam section 201 identical one To groove 204 and channel 205, the other end of the activity beam section 202 has a pair of of protrusion 206, and a pair of of protrusion 206 has upper A pair of of through-hole 207 of lower perforation, a pair of of protrusion 206 is matched in a pair of of groove 204 just and channel 205 and a pair of of through-hole 207 It is mutually communicated and passes through fixed pin shaft and pass through so that activity beam section 202 and fixed beam section 201 is detachably connected;The end beam 203 one end faces of section have a pair of of protrusion 206 identical with activity beam section 202 and a pair of of through-hole 207;Wherein, the first beam 21 and Two beams 22 are successively detachably connected as a whole formula knot by fixed beam section 201, muti-piece activity beam section 202 and end beam section 203 Structure.
In the above-mentioned technical solutions, the first beam 21 and the second beam 22 are combined to form integral structure by muti-piece beam section, can According to the overturning for needing to reserve when practice of construction and the space size lifted by crane, the activity of the first beam 21 and the second beam 22 is rationally designed The block number of beam section 202, be held turned over the total length of beam 2 it is constant in the case where, pass through the walking beam of the first beam 21 and the second beam 22 The difference of section 202 block numbers setting meets different construction needs.When the opposite length for needing to adjust the first beam 21 and the second beam 22 When, it is only necessary to the walking beam block of the first beam 21 or the second beam 22 is disassembled and is installed to consolidating for the second beam 22 or the first beam 21 again Determine between beam section 201 and end beam section 203.The groove of activity beam section 202 and fixed beam section 201, end beam section 203 204 and raised 206 wait the just the same of settings, so that can mutually be freely combined between each beam section, the length of activity beam section 202 can It is set as different in size, to better conform to the space size that adjustment overturns and lifts by crane.
It is not only in the description and the implementation although the embodiments of the present invention have been disclosed as above Listed utilization, it can be applied to various fields suitable for the present invention completely, for those skilled in the art, Other modifications may be easily implemented, therefore without departing from the general concept defined in the claims and the equivalent scope, this reality It is not limited to specific details and legend shown and described herein with novel.

Claims (5)

1. for the flip beam in hydraulic climbing formwork platform characterized by comprising
First beam, level are fixed in the upright bar of hydraulic climbing formwork platform, and first beam is towards on the inside of hydraulic climbing formwork platform One end upper surface is fixed with the second connector, is inverted L shape;
Second beam is located on the inside of hydraulic climbing formwork platform and one end is provided with fixing piece, second beam by fixing piece with First beam is detachably connected as a whole formula flip horizontal beam, and one end upper surface of the second beam setting fixing piece is fixed with first Connector is rotatablely connected with the cross member of the second connector.
2. as described in claim 1 for the flip beam in hydraulic climbing formwork platform, which is characterized in that centered on the fixing piece A pair of of connecting plate with pin hole, first beam are also equipped with the pin hole of horizontal perforation, the pin hole of a pair of of connecting plate and first Fixed pin shaft is worn in the pin hole of beam to connect so that the first beam to be detachably fixed with the second beam.
3. as described in claim 1 for the flip beam in hydraulic climbing formwork platform, which is characterized in that second connector with Stiffening plate is additionally provided between first beam.
4. as described in claim 1 for the flip beam in hydraulic climbing formwork platform, which is characterized in that first connector with The cross member of second connector is rotatablely connected by rotary pin shaft.
5. as described in claim 1 for the flip beam in hydraulic climbing formwork platform, which is characterized in that first beam and second Liang Jun includes fixed beam section, muti-piece activity beam section and end beam section;
The fixed beam section is to connect the beam section of the first connector or the second connector, not connected first connection of the fixed beam section The inward-facing recess in one end of part or the second connector is formed with upper and lower a pair of of groove, and the fixed beam section also has vertical perforation The channel of its upper and lower surface, the channel communicate through a pair of of groove respectively;
Activity beam section one end face has a pair of of groove identical with fixed beam section and channel, the other end of the activity beam section Face has a pair of of protrusion, and a pair of of protrusion has a pair of of through-hole up and down, a pair of of protrusion be matched in a pair of of groove just and Channel is mutually communicated with a pair of of through-hole and passes through fixed pin shaft and passes through so that activity beam section and fixed beam section is detachably connected;
End beam section one end face has a pair of of protrusion identical with activity beam section and a pair of of through-hole;
Wherein, the first beam and the second beam are successively detachably connected as by fixed beam section, muti-piece activity beam section and end beam section Integral structure.
CN201821414328.8U 2018-08-30 2018-08-30 For the flip beam in hydraulic climbing formwork platform Active CN208934393U (en)

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Application Number Priority Date Filing Date Title
CN201821414328.8U CN208934393U (en) 2018-08-30 2018-08-30 For the flip beam in hydraulic climbing formwork platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821414328.8U CN208934393U (en) 2018-08-30 2018-08-30 For the flip beam in hydraulic climbing formwork platform

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110984565A (en) * 2019-12-30 2020-04-10 吴权辉 Creeping formwork device for building construction
CN111042518A (en) * 2019-12-30 2020-04-21 吴权辉 Turnover mechanism of creeping formwork device
CN111119469A (en) * 2019-12-30 2020-05-08 吴权辉 Cast-in-place concrete construction method
CN113387285A (en) * 2021-07-08 2021-09-14 中建三局集团有限公司 Tower crane with rotary assembly and lifting large arm
CN113387286A (en) * 2021-07-08 2021-09-14 中建三局集团有限公司 Tower crane slewing assembly

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110984565A (en) * 2019-12-30 2020-04-10 吴权辉 Creeping formwork device for building construction
CN111042518A (en) * 2019-12-30 2020-04-21 吴权辉 Turnover mechanism of creeping formwork device
CN111119469A (en) * 2019-12-30 2020-05-08 吴权辉 Cast-in-place concrete construction method
CN110984565B (en) * 2019-12-30 2021-08-17 广东中泸建设集团有限公司 Creeping formwork device for building construction
CN113387285A (en) * 2021-07-08 2021-09-14 中建三局集团有限公司 Tower crane with rotary assembly and lifting large arm
CN113387286A (en) * 2021-07-08 2021-09-14 中建三局集团有限公司 Tower crane slewing assembly
CN113387285B (en) * 2021-07-08 2024-06-07 中建三局集团有限公司 Tower crane with rotary assembly and lifting large arm
CN113387286B (en) * 2021-07-08 2024-06-07 中建三局集团有限公司 Tower crane rotation assembly

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