CN204510813U - L-type cladding panel structure under a kind of novel frame Liang Liang - Google Patents

L-type cladding panel structure under a kind of novel frame Liang Liang Download PDF

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Publication number
CN204510813U
CN204510813U CN201520170409.8U CN201520170409U CN204510813U CN 204510813 U CN204510813 U CN 204510813U CN 201520170409 U CN201520170409 U CN 201520170409U CN 204510813 U CN204510813 U CN 204510813U
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link plate
type
liang
type link
under
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CN201520170409.8U
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王艳超
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ZHONG HANG TIAN CONSTRUCTION ENGINEERING Co Ltd
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ZHONG HANG TIAN CONSTRUCTION ENGINEERING Co Ltd
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Abstract

L-type cladding panel structure under a kind of novel frame Liang Liang, described L-type cladding panel structure comprises template, adjustable U holder, vertical rod, cushion block and split bolt; Described many groups form assembly forms L-type link plate; Described vertical rod is vertically installed on the horizontal link plate of L-type link plate, and one end of described vertical rod is arranged on the horizontal link plate of L-type link plate by pad, and the other end is provided with adjustable U and holds in the palm and contact with bottom Vierendeel girder; The outboard template of L-type link plate and inner side typified form are by split bolt drawknot.The beneficial effect of technical scheme described in the utility model is: structural performance is good, and under Vierendeel girder and beam, L-type link plate is constructed simultaneously, and integrality performance of the structure is good; Structure is simple, easy construction, and the mode that under described Vierendeel girder and beam, L-type link plate template can adopt CAD walkthrough, actual installation to adjust is constructed; L-type link plate global formation is effective, concrete adopts ordinary concrete placement layer by layer, layering is vibrated, by template qualitative inside L-type link plate, fixing support top component is vertically set, reservedly on the horizontal link plate of L-type link plate to vibrate, breathe freely, peep hole, realize hole three use, effectively solve the problem that Form floating and blibbing in concreting process are too much, outward appearance good forming effect.

Description

L-type cladding panel structure under a kind of novel frame Liang Liang
Technical field
The utility model relates to building engineering field, particularly relates to L-type cladding panel structure under a kind of novel frame Liang Liang.
Background technology
Along with the needs of building practical and aesthetic property, during architectural design, needing to design secondary structure beam under frame structural beam, there is complex procedures and the high defect of construction cost in secondary structure beam when constructing.Along with structure discipline coordinates tight ness rating to increase with architectural discipline, frame construction and secondary structure build by laying bricks or stones and be connected that part more and adopt Vierendeel girder beam under link plate replace secondary structure door and window collar tie beam.
Under traditional Vierendeel girder beam there is following defect in Slate hanging construction: main frame structure beam and secondary structure beam can not be constructed simultaneously, cause the defect that construction cost is high and working procedure is complicated; There is Form floating and the too much problem of blibbing in concreting process, shape molding effect is bad; Model sheetinstallat is loaded down with trivial details, long construction period.
Summary of the invention
The utility model is for the deficiencies in the prior art, L-type cladding panel structure under a kind of novel frame Liang Liang proposed, described Novel L-shaped cladding panel structure has short construction period, main frame structure beam and secondary structure beam can be implemented simultaneously, reduce construction cost, efficiently solve Form floating and the many technological deficiency of blibbing in the concreting process that traditional handicraft exists simultaneously.
L-type cladding panel structure under a kind of novel frame Liang Liang, described L-type cladding panel structure comprises template, adjustable U holder, vertical rod, cushion block and split bolt; Described many groups form assembly forms L-type link plate; Described vertical rod is vertically installed on the horizontal link plate of L-type link plate, and one end of described vertical rod is arranged on the horizontal link plate of L-type link plate by pad, and the other end is provided with adjustable U and holds in the palm and contact with bottom Vierendeel girder; The outboard template of L-type link plate and inner side typified form are by split bolt drawknot.
Further, described template-setup has rim of the mouth or female mouth or rim of the mouth and female mouth.
Further, the upper surface of the horizontal link plate of described L-type link plate is provided with the steam vent that vibrates.
Further, described template is made up of overlay film composite board.
Further, the vertical link plate both sides of described L-type link plate are all disposed with secondary joist and main joist, and for fixed L type link plate, the main joist of described L-type link plate vertical link plate both sides is fastening to crossing split bolt drawknot; The horizontal link plate soffit of described L-type link plate is disposed with secondary joist and main joist, for vertical supporting fixed L type link plate.
Further, the described main joist of fixed L type link plate and the main joist of secondary joist and Vierendeel girder and secondary joist interfix formation entirety.
The beneficial effect of technical scheme described in the utility model is: structural performance is good, and under Vierendeel girder and beam, L-type link plate is constructed simultaneously, and integrality performance of the structure is good; Structure is simple, easy construction, and the mode that under described Vierendeel girder and beam, L-type link plate template can adopt CAD walkthrough, actual installation to adjust is constructed; L-type link plate global formation is effective, concrete adopts ordinary concrete placement layer by layer, layering is vibrated, by template qualitative inside L-type link plate, fixing support top component is vertically set, reservedly on the horizontal link plate of L-type link plate to vibrate, breathe freely, peep hole, realize hole three use, effectively solve the problem that Form floating and blibbing in concreting process are too much, outward appearance good forming effect.
Accompanying drawing explanation
L-type cladding panel structure overall schematic under Fig. 1 a kind of novel frame Liang Liang described in the utility model;
In figure: 1, template, 2, vibrate steam vent, 3, horizontal link plate, 4, vertical link plate, 5, vertical rod, 6, adjustable U holds in the palm, 7, pad, 8, Vierendeel girder, 9, secondary joist, 10, main joist, 11, split bolt, 12, scaffold.
Detailed description of the invention
As shown in Figure 1, what the utility model application was protected is L-type cladding panel structure under a kind of novel frame Liang Liang, and described L-type cladding panel structure comprises template 1, adjustable U holder 6, vertical rod 5, cushion block 7 and split bolt 11; Many groups template 1 is combined to form L-type link plate; Described vertical rod 5 is vertically installed on the horizontal link plate 3 of L-type link plate, and one end of described vertical rod 5 is arranged on the horizontal link plate 3 of L-type link plate by pad 7, and the other end is provided with adjustable U and holds in the palm 6 and contact with bottom Vierendeel girder 8; The outboard template of L-type link plate and inner side typified form are by split bolt 11 drawknot.
For making L-type link plate entirety more solid, described template is made up of overlay film composite board, and what template adopted is the template having rim of the mouth or female mouth or rim of the mouth and female mouth; For L-type link plate global formation is effective, reservedly on the horizontal link plate of L-type link plate to vibrate, breathe freely, peep hole, realize hole three use, namely the upper surface of the horizontal link plate of described L-type link plate is provided with the steam vent 2 that vibrates.
Further, vertical link plate 4 both sides of described L-type link plate are all disposed with secondary joist 9 and main joist 10, and for fixed L type link plate, the main joist of described L-type link plate vertical link plate both sides is fastening to crossing split bolt drawknot; The horizontal link plate soffit of described L-type link plate is disposed with secondary joist and main joist, for vertical supporting fixed L type link plate.
The step implementing technical scheme described in the utility model is:
According to design drawing, the horizontal link plate of L-type link plate and vertical link plate position are accurately located, L-type link plate axis, sideline and absolute altitude control line under measuring Vierendeel girder.
Ground steel pipe scaffold 12 is set up, for reinforcing bar binding connection, formwork erection, concrete pouring construction under the horizontal link plate of L-type link plate.
The scaffold set up is laid main joist 10 and secondary joist 9, then lays the soffit formwork of horizontal link plate, rower height of going forward side by side corrects and arch camber.
Then carry out reinforcing cage colligation and the installation of horizontal link plate, the longitudinal reinforcement clear spacing of institute's colligation is not less than 50mm, and vertical muscle diameter is handed over little, and usually adopt colligation joint form, stirrup spacing is encrypted as the general of former spacing.
Vertical link plate reinforcing bar joint bar, fixes the vertical link plate reinforcing bar of vertical link plate in advance, ties up horizontal reinforcement in the horizontal link plate that colligation is good, goes up a row of horizontal muscle most and treats that the colligation of beam muscle completes in installation, arrange top die roller simultaneously by quincunx.
Building operations specification is installed, the template of the vertical link plate of L-type link plate is installed and utilizes split bolt to carry out drawknot to fix.The template of last colligation Vierendeel girder and reinforcing cage.
Concreting, concreting needs a point three phases to complete:
First stage, concreting is carried out to the horizontal link plate section of L-type link plate, vibrated by the horizontal link plate upper surface steam vent that vibrates, after concrete reaches designing requirement, carry out the concreting of next stage;
Second stage, to the vertical link plate section concreting of L-type link plate, namely position at the bottom of concreting to Vierendeel girder beam, after concrete reaches design specifications, carries out the concreting of phase III;
Phase III, concreting is carried out to Vierendeel girder.
Above-mentioned when building, build the partial-length that height should be no more than vibrating spear effect, start to stop after bleeding vibrating until concrete surface, wait pending receipts face.

Claims (6)

1. a L-type cladding panel structure under novel frame Liang Liang, is characterized in that: described L-type cladding panel structure comprises template, adjustable U holder, vertical rod, cushion block and split bolt; Described many groups form assembly forms L-type link plate; Described vertical rod is vertically installed on the horizontal link plate of L-type link plate, and one end of described vertical rod is arranged on the horizontal link plate of L-type link plate by pad, and the other end is provided with adjustable U and holds in the palm and contact with bottom Vierendeel girder; The outboard template of L-type link plate and inner side typified form are by split bolt drawknot.
2. L-type cladding panel structure under a kind of novel frame Liang Liang as claimed in claim 1, is characterized in that, described template-setup has rim of the mouth or female mouth or rim of the mouth and female mouth.
3. L-type cladding panel structure under a kind of novel frame Liang Liang as claimed in claim 1, is characterized in that, the upper surface of the horizontal link plate of described L-type link plate is provided with the steam vent that vibrates.
4. L-type cladding panel structure under a kind of novel frame Liang Liang as claimed in claim 1, it is characterized in that, described template is made up of overlay film composite board.
5. L-type cladding panel structure under a kind of novel frame Liang Liang as claimed in claim 1, it is characterized in that, the vertical link plate both sides of described L-type link plate are all disposed with secondary joist and main joist, for fixed L type link plate, the main joist of described L-type link plate vertical link plate both sides is fastening to crossing split bolt drawknot; The horizontal link plate soffit of described L-type link plate is disposed with secondary joist and main joist, for vertical supporting fixed L type link plate.
6. L-type cladding panel structure under a kind of novel frame Liang Liang as claimed in claim 1, is characterized in that, the described main joist of fixed L type link plate and the main joist of secondary joist and Vierendeel girder and secondary joist interfix formation entirety.
CN201520170409.8U 2015-03-25 2015-03-25 L-type cladding panel structure under a kind of novel frame Liang Liang Active CN204510813U (en)

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Application Number Priority Date Filing Date Title
CN201520170409.8U CN204510813U (en) 2015-03-25 2015-03-25 L-type cladding panel structure under a kind of novel frame Liang Liang

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520170409.8U CN204510813U (en) 2015-03-25 2015-03-25 L-type cladding panel structure under a kind of novel frame Liang Liang

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CN204510813U true CN204510813U (en) 2015-07-29

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760487A (en) * 2016-11-30 2017-05-31 中国冶集团有限公司 A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760487A (en) * 2016-11-30 2017-05-31 中国冶集团有限公司 A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method
CN106760487B (en) * 2016-11-30 2019-04-23 中国一冶集团有限公司 A kind of cast-in-place concrete exterior wall crack resistence Slate hanging construction method

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