CN107386635B - Building slab and girder is poured with rapid-assembling/disassembling template rack device - Google Patents

Building slab and girder is poured with rapid-assembling/disassembling template rack device Download PDF

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Publication number
CN107386635B
CN107386635B CN201710798211.8A CN201710798211A CN107386635B CN 107386635 B CN107386635 B CN 107386635B CN 201710798211 A CN201710798211 A CN 201710798211A CN 107386635 B CN107386635 B CN 107386635B
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China
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component
girder
assembling
rapid
disassembling
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CN201710798211.8A
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CN107386635A (en
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赵吉波
赵吉刚
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs

Abstract

A kind of building slab and girder is poured with rapid-assembling/disassembling template rack device, is related to rapid-assembling/disassembling template frame technical field for building, is especially belonged to a kind of building slab and girder and is poured with rapid-assembling/disassembling template rack device.It is characterized in that including template frame component, the adjusting post component being mounted on template frame component and adjustment template frame component;The beam part that the template frame component includes girder component and is connected with girder component, girder component both ends are equipped with support member;The adjusting post component includes column and the rapid-assembling/disassembling component being assembled on column;The adjustment template frame component includes girder component, the beam part being connected with girder component and the crossbeam adjusting bracket component being assemblied on beam part.Practical, structure novel of the invention, convenient and reliable operation improve construction efficiency, reduce Master Cost.

Description

Building slab and girder is poured with rapid-assembling/disassembling template rack device
Technical field
The present invention relates to rapid-assembling/disassembling template frame technical field for building, especially belongs to a kind of building slab and girder and pour It builds with rapid-assembling/disassembling template rack device.
Background technique
In existing concrete construction, the template that the floor of building, girder construction pour, which is built, needs a large amount of manpower And material resources, the personnel of a large amount of formwork supporting plates are on the one hand needed, but also need the large number of technology with certain carpenter's function Worker carries out template and builds;On the other hand, need to be equipped with the materials such as a large amount of templates, supporting steel pipe, and the turnover time of plank sheathing Several and frequency of use is very low.The longer construction period is not only needed in this way, is seriously constrained the construction efficiency of building, is also increased Construction cost is added.It is accepted extensively in the world using rapid-assembling/disassembling template frame, such as the PERI gang form of Germany, but right It is not suitable with when building floor, girder construction in China are poured, construction efficiency could not be played, and use cost is excessively high.
Summary of the invention
Present invention aim to provide a kind of building slab and girder to pour with rapid-assembling/disassembling template rack device, to reach To construction efficiency is improved, construction cost, purpose simple to operation are reduced.
Building slab and girder of the invention is poured with rapid-assembling/disassembling template rack device, it is characterized in that, including template frame group Part, the adjusting post component being mounted on template frame component and adjustment template frame component;The template frame component includes girder Component and the beam part being connected with girder component, girder component both ends are equipped with support member;The adjusting post component packet The rapid-assembling/disassembling component for including column and being assembled on column;The adjustment template frame component includes girder component and girder portion Crossbeam adjusting bracket component part connected beam part and be assemblied on beam part;
The girder component includes U-shaped girder main body, the fixation stiffening plate in U-shaped cavity, and is placed on fixed reinforcement Panel at the top of plate, U-shaped girder main body outside are equipped with beam support;The support member at the girder component both ends further includes setting Pillar in bottom, two symmetrical left and right trunnions and its two groups of through-holes, the auxiliary trunnion of two sides and its two groups of through-holes;The cross Beam parts include U-shaped main body of cross-beam, the fixation stiffening plate in U-shaped cavity, and are placed on the panel at the top of fixed stiffening plate;Institute The rapid-assembling/disassembling component stated includes the supporter and adjustable plate being threadedly coupled, if there are four the supporting plate of square tube body and the limits at top Plate;The crossbeam adjusting bracket component include adjust frame body, adjust frame body bottom clamping plate, the fixing sleeve of vertical adjusting frame body and Yoke plate.
In addition, template frame component is also according to needing to have carried additionally auxiliary girder component, the auxiliary girder component includes U-shaped auxiliary girder master Body, the fixation stiffening plate in U-shaped cavity, and it is placed on the panel at the top of fixed stiffening plate, set on U-shaped auxiliary girder main body both ends It is connected and fixed plate and auxiliary girder support.
Building slab and girder of the invention is poured with rapid-assembling/disassembling template rack device, by single-layer or multi-layer template frame component It is assembled, concrete construction plate can be completed, the rapid-assembling/disassembling of beam structure template frame operates, four in rapid-assembling/disassembling component Square tube structure supporting plate, can assemble template frame needed for more than one piece, practical, structure novel simultaneously, and convenient and reliable operation improves Construction efficiency, reduces Master Cost.
Detailed description of the invention
Fig. 1 is the structure composition schematic diagram of rapid-assembling/disassembling template rack device of the present invention;
Fig. 2 is one structural schematic diagram of template frame assembly embodiment of the present invention;
Fig. 3 is two structural schematic diagram of template frame assembly embodiment of the present invention;
Fig. 4 is the template frame component structure diagram with auxiliary girder;
Fig. 5 is adjustment template frame component structure diagram;
Fig. 6 is the multidirectional schematic diagram of girder modular construction;
Fig. 7 is beam part structural schematic diagram;
Fig. 8 is the beam part structural schematic diagram with adjusting bracket;
Fig. 9 is auxiliary girder modular construction schematic diagram;
Figure 10 is crossbeam adjusting bracket modular construction schematic diagram;
Figure 11 is supporting part structure schematic diagram;
Figure 12 is adjusting post modular construction schematic diagram;
Figure 13 is rapid-assembling/disassembling modular construction schematic diagram.
Specific embodiment
As shown in Figure 1, building slab and girder of the invention is poured with rapid-assembling/disassembling template rack device, including template frame group Part 1, the adjusting post component 2 being mounted on template frame component and adjustment template frame component 3.It is described as shown in Fig. 2, Fig. 3, Fig. 6 Template frame component 1 include girder component 11 and the beam part 12 that is connected with girder component 11.The girder component 11 wraps U-shaped girder main body 111, the fixation stiffening plate 113 in U-shaped cavity are included, and is placed on the panel 112, U at the top of fixed stiffening plate It is equipped with beam support 114 on the outside of type girder main body, is assembled by bolt (nail) fastening.12 both ends of beam part are overlapped on cross On beam support 114, beam part 12 and girder component 11 are connected to template frame, template frame top is laid with template, and panel 112 can To be glued board or composite material.11 both ends of girder component are equipped with support member 115, and support member 115 further includes setting Pillar 115c, two symmetrical left and right trunnion 115a and its two groups of through-hole 115a1 in bottom, the auxiliary trunnion 115b of two sides and its Two groups of through-hole 115b1.
As shown in fig. 7, the beam part 12 includes U-shaped main body of cross-beam 121, the fixation stiffening plate 113 in U-shaped cavity, And it is placed on the panel 122 at the top of fixed stiffening plate, assembled by bolt (nail) fastening.
As shown in figure 12, the adjusting post component 2 includes column 21 and the rapid-assembling/disassembling component being assembled on column 22.Support member 115 and rapid-assembling/disassembling component 22 cooperate, and adjusting post component 2 and template frame component 1 are assembled together.Such as Shown in Fig. 5, the adjustment template frame component 3 includes the crossbeam adjusting bracket component 31 being assemblied on template frame crossbeam.
As shown in figure 4, the template frame component 1 has carried additionally auxiliary girder component 13 also according to needs.
As shown in figure 9, the auxiliary girder component 13 includes U-shaped auxiliary girder main body 131, the fixation stiffening plate 113 in U-shaped cavity, And it is placed on the panel 132 at the top of fixed stiffening plate, plate 133 and auxiliary girder branch are connected and fixed set on U-shaped auxiliary girder main body both ends Support 134 is assembled by bolt (nail) fastening.As shown in Figure 11, Figure 13, the rapid-assembling/disassembling component 22 connects including screw thread The supporter 221 and adjustable plate 222 connect, if there are four the supporting plate 223 of square tube body and the limit plates 224 at top.The support portion The pillar 115c of 115 bottom of part matches with any cylinder insertion in four square tube bodies on the supporting plate 223 of rapid-assembling/disassembling component 22 It closes, adjusting post component 2 and template frame component 1 is assembled together.Square cylinder inner wall on supporting plate 223 plays pillar 115c Positioning and the effect of support shuttering frame.The limit plate 224 of rapid-assembling/disassembling component 22 limits support member 115, common right Template frame carries out space orientation.The adjustable plate 222 of rapid-assembling/disassembling component 22 is to be threadedly engaged with supporter 221, rotates adjustable plate 222 drive supporting plates 223 slide up and down on supporter 221 along guide groove.
As shown in Figure 10, the crossbeam adjusting bracket component 31 includes adjusting frame body 311, adjusts the clamping plate of frame body bottom 312, the fixing sleeve 313 and yoke plate 314 of vertical adjusting frame body.In the girder construction for pouring building, need several sets are smaller The template frame of size is easily assembled on selected template frame component 1, can by the crossbeam adjusting bracket component 31 of the present apparatus With two support members that will easily be installed on a set of template frame component 1 on two sets of crossbeam adjusting brackets 31 and template frame component 1 The 115 common formwork for placing framves for holding up girder construction, or four sets of crossbeam adjusting brackets 31 are installed on a set of template frame component 1 and are supported on On the transverse tube of the adjusting post 21 of template frame.The position of two pairs of clamping plates 312 and crossbeam adjusting bracket 31 is according to required adjustment template Frame component 3 and determine, the clamping plate 312 adjust frame body 311 on can be quickly and easily adjusted suitable position.
Building slab and girder of the invention is poured with rapid-assembling/disassembling template rack device in use, first by girder component 11 It is connected as template frame component 1 with beam part 12, is connected by beam support 114 and bolt fastening, then passes through support member 115 column 115c and the 223 square tube body of supporting plate of rapid-assembling/disassembling component 22 cooperate, by adjusting post component 2 and template frame component 1 It is assembled together.Before support shuttering frame component 1, adjustable plate 222, supporting plate 223 are quickly adjusted to determining height and position.? After the completion of concrete floor slab placement, adjustable plate 222 is rotated, supporting plate 223 is driven to glide, template frame component 1 declines, and realizes that the morning of template tears open. When pouring of building girder construction is being carried out, the fixed transverse tube under template frame component 1, mounts several set crossbeams and adjust as needed Building for the formwork for placing frame of girder construction can be realized in frame component 31.Present apparatus assembly is simple to operation, without professional carpenter's skill The operator of art can fast implement the installation of template frame and early tear open.

Claims (3)

1. a kind of building slab and girder is poured with rapid-assembling/disassembling template rack device, it is characterized in that, including template frame component (1), The adjusting post component (2) being mounted on template frame component and adjustment template frame component (3);Template frame component (1) packet The beam part (12) for including girder component (11) and being connected with girder component, girder component (11) both ends are equipped with support member (115);The adjusting post component (2) includes column (21) and the rapid-assembling/disassembling component (22) being assembled on column;It is described Adjustment template frame component (3) include girder component (11) and the beam part (12) being connected with girder component and be assemblied in cross Crossbeam adjusting bracket component (31) in beam parts (12);
The girder component (11) includes U-shaped girder main body (111), the fixation stiffening plate (113) in U-shaped cavity, and is placed Panel (112) at the top of fixed stiffening plate, U-shaped girder main body outside are equipped with beam support (114);The girder component (11) support member (115) at both ends further includes the pillar (115c) set on bottom, two symmetrical left and right trunnions (115a) and its Two groups of through-holes (115a1), the auxiliary trunnion (115b) of two sides and its two groups of through-holes (115b1);
The beam part (12) includes U-shaped main body of cross-beam (121), fixation stiffening plate (113) and panel in U-shaped cavity (122);
The rapid-assembling/disassembling component (22) includes the supporter (221) and adjustable plate (222) being threadedly coupled, if there are four square tubes The supporting plate (223) of body and the limit plate (224) at top;
The crossbeam adjusting bracket component (31) includes adjusting frame body (311), adjusts the clamping plate (312) of frame body bottom, vertical to adjust Save the fixing sleeve (313) and yoke plate (314) of frame body.
2. building slab and girder according to claim 1 is poured with rapid-assembling/disassembling template rack device, it is further characterized in that, The supporter (221) and adjustable plate (222) of the rapid-assembling/disassembling component (22) are threadedly engaged, and pass through on supporter (221) two Two fastening screws (223b) effect realizes that supporting plate (223) rise along supporter (221) on side guide groove (221a) and supporting plate (223) Or decline movement, the square tube body of supporting plate (223) match realization with the pillar (115c) of the support member (115) to template frame The support and positioning of component (1).
3. building slab and girder according to claim 1 is poured with rapid-assembling/disassembling template rack device, it is further characterized in that, The template frame component (1) has been carried additionally auxiliary girder component (13), and the auxiliary girder component (13) includes U-shaped auxiliary girder main body (131), Fixation stiffening plate (113) and panel (132) in U-shaped cavity, set on U-shaped auxiliary girder main body both ends be connected and fixed plate (133) and Auxiliary girder supports (134).
CN201710798211.8A 2017-09-07 2017-09-07 Building slab and girder is poured with rapid-assembling/disassembling template rack device Active CN107386635B (en)

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CN107386635B true CN107386635B (en) 2019-07-30

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3122891A1 (en) * 2021-05-17 2022-11-18 Alphi PRIMARY BEAM WITH FITTED ATTACHMENTS

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1375781A1 (en) * 2001-04-03 2004-01-02 ULMA C y E, S. COOP. Slab formwork system
CN102587647A (en) * 2012-03-19 2012-07-18 山东普瑞玛模板有限公司 Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN102797353B (en) * 2012-08-24 2015-08-26 西安西航集团铝业有限公司 A kind of morning tears gang form system open
CN105239770A (en) * 2015-09-29 2016-01-13 中国建筑股份有限公司 Integrally-cast steel frame-plastic building formwork system

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1375781A1 (en) * 2001-04-03 2004-01-02 ULMA C y E, S. COOP. Slab formwork system
CN102587647A (en) * 2012-03-19 2012-07-18 山东普瑞玛模板有限公司 Early-removal formwork system for concreting of constructions comprising beams, plates and columns
CN102797353B (en) * 2012-08-24 2015-08-26 西安西航集团铝业有限公司 A kind of morning tears gang form system open
CN105239770A (en) * 2015-09-29 2016-01-13 中国建筑股份有限公司 Integrally-cast steel frame-plastic building formwork system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3122891A1 (en) * 2021-05-17 2022-11-18 Alphi PRIMARY BEAM WITH FITTED ATTACHMENTS

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