CN107386642A - A kind of adjustable beam fixture of specification - Google Patents
A kind of adjustable beam fixture of specification Download PDFInfo
- Publication number
- CN107386642A CN107386642A CN201710852067.1A CN201710852067A CN107386642A CN 107386642 A CN107386642 A CN 107386642A CN 201710852067 A CN201710852067 A CN 201710852067A CN 107386642 A CN107386642 A CN 107386642A
- Authority
- CN
- China
- Prior art keywords
- right angle
- girder
- adjustable
- column
- tripod
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
- 238000009434 installation Methods 0.000 claims abstract description 9
- 238000003825 pressing Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000003079 width control Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of adjustable beam fixture of specification, clamp building girder during building girder for pouring different size, including a pair of tripods (1), bottom girder (2), adjustable locking mechanism (3) and increase flexible section (4)；Described tripod (1) uses right angled triangle truss structure, and bottom right angle side column (11) is symmetrical on bottom girder (2), and side right angle column (12) is located at inner side；The end template of building girder is set between side right angle column (12), and tripod (1) is fixed on bottom girder (2) by adjustable locking mechanism (3), the position of two sides right angle column (12) is adjusted to adapt to the end template of different in width；Installation increases flexible section (4) to adapt to the side template of different high building girders above described side right angle column (12).Simple to operate, width can be adjusted with height dimension, suitable for the beam of plurality of specifications, can repeatedly be used in turn, simple and convenient, good integrity, solve the problems, such as component more stack it is at random, it is economic and environment-friendly.
Description
Technical field
The present invention relates to Construction And Machinery technical field of structures, more particularly to a kind of specification for being applicable different size building girder
Adjustable beam fixture.
Background technology
Building construction its main body is mainly made up of beam, plate, post, but construction central sill pour be it is the most cumbersome, because
It is more for the quantity of beam, while specification is also more, traditional beam mould component is at random, and small part is more, and right after use
The consumption of template is very big, and particularly plank sheathing consumption is bigger.
The beam form board size of the beam of different size is different, and the width of beam is by end template width control system, and depth of beam is by side form
Plate highly controls.
The content of the invention
It is an object of the invention to provide a kind of adjustable beam fixture of specification, is applicable different size building girder, simple to operate,
Width can be adjusted with height dimension, suitable for the beam of plurality of specifications, can repeatedly be used in turn, simple and convenient, overall
Property it is good, solve the problems, such as component more stack it is at random, it is economic and environment-friendly.
The purpose of the present invention is achieved through the following technical solutions：
A kind of adjustable beam fixture of specification, building girder, including a pair are clamped during building girder for pouring different size
Tripod 1, bottom girder 2, adjustable locking mechanism 3 and increase flexible section 4；
Described tripod 1 uses right angled triangle truss structure, and bottom right angle side column 11 is symmetrical on bottom girder 2,
Side right angle column 12 is located at inner side；The end template of building girder is set between side right angle column 12, and tripod 1 passes through adjustable lock
Tight mechanism 3 is fixed on bottom girder 2, the position that the spacing of two sides right angle column 12 passes through the fixed triangle frame 1 of adjustable locking mechanism 3
Put and be adjusted to adapt to the end template of different in width；
Flexible section 4 is increased in the described top of side right angle column 12 installation, and the protrusion height of flexible section 4 is increased in regulation
To adapt to the side template of different high building girders.
Described adjustable locking mechanism 3 includes locking bearing pin 31, bolt draw bar 32, pressing plate 33 and locking nut 34；It is described
Bottom girder 2 along longitudinal arrangement, the horizontal locking mounting holes 21 in multiple left and right are set；
Bearing pin 31 is locked through the lower end of locking mounting hole 21 both ends installation bolt pull bar 32, the upper end of bolt draw bar 32 is from both sides
The outside of oblique pull post 13 of tripod 1 is extended to, tripod 1 is fixed on bottom girder 2 by pressing plate 33 and locking nut 34.
The described spacing of locking mounting hole 21 is consistent, uniformly.
Described flexible section 4 of increasing includes the side plate 41 of left and right two and top plate 42, and top is fixed in two upper ends of side plate 41
Below the right and left of plate 42；
Two side plates 41 are provided with multiple adjustment holes 43 that above-below direction uniformly arranges, the described top of side right angle column 12
The spacing height consistent with the spacing of adjustment hole 43 is allowed to adjust mounting hole provided with two；
Two height regulation bearing pins 44 will increase flexible section 4 with height regulation mounting hole through adjustment hole 43 and be installed on side
The top of face right angle column 12.
The described both sides of bottom right angle side column 11 are provided with limited block 111.
As seen from the above technical solution provided by the invention, the adjustable beam folder of specification provided in an embodiment of the present invention
Tool, different size building girder is applicable, simple to operate, width can be adjusted with height dimension, suitable for the beam of plurality of specifications,
Can repeatedly be used in turn, simple and convenient, good integrity, solve the problems, such as component more stack it is at random, it is economic and environment-friendly.
Brief description of the drawings
In order to illustrate the technical solution of the embodiments of the present invention more clearly, required use in being described below to embodiment
Accompanying drawing be briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present invention, for this
For the those of ordinary skill in field, on the premise of not paying creative work, other can also be obtained according to these accompanying drawings
Accompanying drawing.
Fig. 1 is the planar structure schematic diagram of the adjustable beam fixture of specification provided in an embodiment of the present invention；
Fig. 2 is the dimensional structure diagram of the adjustable beam fixture of specification provided in an embodiment of the present invention.
Embodiment
With reference to the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Ground describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.Based on this
The embodiment of invention, the every other implementation that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example, belongs to protection scope of the present invention.
The embodiment of the present invention is described in further detail below in conjunction with accompanying drawing.Do not make in the embodiment of the present invention in detail
The content of description belongs to prior art known to professional and technical personnel in the field.
As shown in Fig. 1 to 2, a kind of adjustable beam fixture of specification, a kind of adjustable beam fixture of specification, specification here
The length, width and height of building girder are referred to, because length can control at the scene, this patent is directed to the wide and high of building girder, this patent
Building girder is clamped during building girder for pouring different size, is pressed from both sides during namely for the building girder for pouring different in width and height
Hold building girder, including a pair of tripods 1, bottom girder 2, adjustable locking mechanism 3 and increase flexible section 4.
Described tripod 1 uses right angled triangle truss structure, can be as needed by a variety of different section bars by
According to design proportion size, meet that design welding condition forms effective stress solid, tripod is to determine the main of beam section
Execution component.The tripod 1 of right angled triangle truss structure includes bottom right angle side column 11, side right angle column 12 and oblique pull post
13, it is welded into right angled triangle truss structure.Bottom right angle side column 11 is symmetrical on bottom girder 2, and side right angle column 12 is set
In inner side；The end template of building girder is set between side right angle column 12, and the end template of different in width is supported in two sides right angle and stood
Post 12 is located at inner side, and tripod 1 is fixed on bottom girder 2 by adjustable locking mechanism 3, and the spacing of two sides right angle column 12 is led to
The position for crossing the fixed triangle frame 1 of adjustable locking mechanism 3 is adjusted to adapt to the end template of different in width.Described side right angle
Flexible section 4 is increased in the installation of the top of column 12, and regulation increases the protrusion height of flexible section 4 to adapt to different high building girders
Side template.
This example, described adjustable locking mechanism 3 includes locking bearing pin 31, bolt draw bar 32, pressing plate 33 and locking nut
34；Described bottom girder 2 sets the horizontal locking mounting hole 21 in multiple left and right along longitudinal arrangement；The described spacing of locking mounting hole 21
Unanimously, uniformly.And locking mounting hole 21 here can be the hole of the fluting shape of circular hole or under shed, facilitate adjustable
Retaining mechanism 3 is installed and used.Bearing pin 31 is locked through the lower end of 21 both ends installation bolt pull bar of locking mounting hole 32, specifically,
Here two pieces of arm-ties 35 can also be used, arm-tie 35 is fixed with the lower end of bolt draw bar 32, and through hole is provided with arm-tie 35, for lock
The connection installation of bearing pin 31；The upper end of bolt draw bar 32 extends to the outside of oblique pull post 13 of tripod 1 from both sides, by pressing plate 33 with
Tripod 1 is fixed on bottom girder 2 by locking nut 34.Specifically tightening the pressing plate 33 of locking nut 34 can be pressed in outside oblique pull post 13
Side, now, locking is several to produce a downward vertical stress component, and tripod 1 is fixed on bottom girder 2.Another inside water
Divide power equally, can be supported and offset by end template in installation, lateral pressure can be produced when casting concrete, lateral pressure is just used for
Offset by the level of component.
Because the longitudinal arrangement setting of locking mounting hole 21 is multiple, and adjustable locking mechanism 3 can be wide according to different end templates
Degree is installed on different locking mounting holes 21, to ensure to be adapted to the end template of different in width.
In this example, described flexible section 4 of increasing includes the side plate 41 of left and right two and top plate 42, and two upper ends of side plate 41 are consolidated
Below the right and left of top plate 42；Two side plates 41 are provided with multiple adjustment holes 43 that above-below direction uniformly arranges, described side
The top of face right angle column 12, which is provided with two, allows the spacing height consistent with the spacing of adjustment hole 43 to adjust mounting hole；Two height are adjusted
Bearing pin 44 will increase flexible section 4 with height regulation mounting hole through adjustment hole 43 and be installed on the top of side right angle column 12.It is logical
Cross and change different adjacent adjustment holes 43 and increase flexible section 4 to install, can adjust and increase flexible section 4 and height, enter
And adapt to the side template of different high building girders.
In addition, the described both sides of bottom right angle side column 11 are provided with limited block 111.Left and right can be prevented when installing tripod 1
Skew, or even drop.
The adjustable beam fixture of specification of the present invention, pouring for a variety of different specification beams can be completed by adjusting, pacified
It is complete to be applicable, be economical quick, be the various different sizes in building construction beam provides mould for construction provide and efficiently service.
Its own is complete, the problem of avoiding component more and dissipate bad management, the standardization of component, three is determined according to the deck-molding of design is wide
The position of corner bracket, assembly is convenient, safety economy, and cooperation is early torn support body system open and can be quickly used in turn, and it mainly has following
Feature：
It is in light weight, take and tear open conveniently, integrality is good；
Safety is flexibly, economical quick；
By the adjusted design of drag hook position, the operating process of beam form colligation is simplified；
Standardized designs can be achieved, can lease, meet country and save material, be used in turn, green state basic policy.
It can be seen that this kind of beam fixture by some peculiar Component compositions by together, playing the effect of its each component, bearing
In lateral pressure caused by casting concrete beam, and the section of beam is controlled, the beam fixture operation is simple, width and height dimension
It can be adjusted, suitable for the beam of plurality of specifications, can repeatedly be used in turn, simple and convenient, good integrity, solve component
Stack the problem of at random more, it is economic and environment-friendly.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited thereto,
Any one skilled in the art is in the technical scope of present disclosure, the change or replacement that can readily occur in,
It should all be included within the scope of the present invention.
Claims (5)
1. building girder is clamped a kind of adjustable beam fixture of specification, during building girder for pouring different size, it is characterised in that
Including a pair of tripods (1), bottom girder (2), adjustable locking mechanism (3) and increase flexible section (4)；
Described tripod (1) uses right angled triangle truss structure, and bottom right angle side column (11) is symmetrical to be located at bottom girder (2)
On, side right angle column (12) is located at inner side；The end template of building girder, and tripod (1) are set between side right angle column (12)
It is fixed on by adjustable locking mechanism (3) on bottom girder (2), the spacing of two sides right angle column (12) passes through adjustable locking mechanism
(3) position of fixed triangle frame (1) is adjusted to adapt to the end template of different in width；
Flexible section (4) is increased in installation above described side right angle column (12), and the stretching that flexible section (4) is increased in regulation is high
Spend to adapt to the side template of different high building girders.
2. the adjustable beam fixture of specification according to claim 1, it is characterised in that described adjustable locking mechanism (3)
Including locking bearing pin (31), bolt draw bar (32), pressing plate (33) and locking nut (34)；Described bottom girder (2) is along longitudinal arrangement
The horizontal locking mounting hole (21) in multiple left and right is set；
Lock bearing pin (31) through locking mounting hole (21) both ends installation bolt pull bar (32) lower end, bolt draw bar (32) upper end from
Both sides are extended on the outside of the oblique pull post (13) of tripod (1), by pressing plate (33) and locking nut (34) that tripod (1) is fixed
In on bottom girder (2).
3. the adjustable beam fixture of specification according to claim 2, it is characterised in that between described locking mounting hole (21)
Away from consistent, uniformly.
4. the adjustable beam fixture of specification according to claim 1,2 or 3, it is characterised in that described increases telescopic joint
Section (4) includes the side plate (41) of left and right two and top plate (42), and two side plate (41) upper ends are fixed under top plate (42) the right and left
Side；
Two side plates (41) are provided with multiple adjustment holes (43) that above-below direction uniformly arranges, on described side right angle column (12)
Portion, which is provided with two, allows the spacing height consistent with adjustment hole (43) spacing to adjust mounting hole；
Two height regulation bearing pins (44) will increase flexible section (4) with height regulation mounting hole through adjustment hole (43) and be installed on
Side right angle column (12) top.
5. the adjustable beam fixture of specification according to claim 1,2 or 3, it is characterised in that described bottom right angle side column
(11) both sides are provided with limited block (111).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710852067.1A CN107386642A (en) | 2017-09-19 | 2017-09-19 | A kind of adjustable beam fixture of specification |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710852067.1A CN107386642A (en) | 2017-09-19 | 2017-09-19 | A kind of adjustable beam fixture of specification |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107386642A true CN107386642A (en) | 2017-11-24 |
Family
ID=60350233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710852067.1A Pending CN107386642A (en) | 2017-09-19 | 2017-09-19 | A kind of adjustable beam fixture of specification |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107386642A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487701A (en) * | 2019-01-08 | 2019-03-19 | 上海建工材料工程有限公司 | A kind of construction method of adjustable bent cap mold |
| CN109505263A (en) * | 2019-01-08 | 2019-03-22 | 上海建工材料工程有限公司 | A kind of adjustable bent cap mold |
| CN109577646A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | A kind of prefabricated high strength steel template in steel structure house |
| CN111403787A (en) * | 2020-03-30 | 2020-07-10 | 东风汽车集团有限公司 | Holding tool device for automatic stacking of fuel cell stack |
| CN112681733A (en) * | 2020-12-22 | 2021-04-20 | 中建一局集团建设发展有限公司 | Adjustable supporting accessory for tool-free beam template adapting to different beam specifications and construction method |
| CN113775186A (en) * | 2021-09-24 | 2021-12-10 | 汕头市建安实业（集团）有限公司 | Steel structure assembly type wall plate movable suspension hoisting construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06198624A (en) * | 1992-11-06 | 1994-07-19 | Oesterreich Doka Schalungstechnik Gmbh | Device for supporting frame member extending vertically to major axis of frame support body |
| CN202073313U (en) * | 2011-04-29 | 2011-12-14 | 山东新港国际模板工程技术有限公司 | Beam fixture |
| CN202731297U (en) * | 2012-08-15 | 2013-02-13 | 福建工程学院 | Adjustable beam form support jacking bracket apparatus |
| CN106481074A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
| CN206220492U (en) * | 2016-11-21 | 2017-06-06 | 山东新港模板工程技术股份有限公司 | A kind of new adjustable beam fixture |
| CN207314839U (en) * | 2017-09-19 | 2018-05-04 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
-
2017
- 2017-09-19 CN CN201710852067.1A patent/CN107386642A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06198624A (en) * | 1992-11-06 | 1994-07-19 | Oesterreich Doka Schalungstechnik Gmbh | Device for supporting frame member extending vertically to major axis of frame support body |
| CN202073313U (en) * | 2011-04-29 | 2011-12-14 | 山东新港国际模板工程技术有限公司 | Beam fixture |
| CN202731297U (en) * | 2012-08-15 | 2013-02-13 | 福建工程学院 | Adjustable beam form support jacking bracket apparatus |
| CN206220492U (en) * | 2016-11-21 | 2017-06-06 | 山东新港模板工程技术股份有限公司 | A kind of new adjustable beam fixture |
| CN106481074A (en) * | 2016-12-16 | 2017-03-08 | 席成松 | Cast-in-situ concrete beam die clamper and concrete cast-in-situ beam mould |
| CN207314839U (en) * | 2017-09-19 | 2018-05-04 | 北京卓良模板有限公司 | A kind of adjustable beam fixture of specification |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577646A (en) * | 2018-12-05 | 2019-04-05 | 怀化市建新建材有限公司 | A kind of prefabricated high strength steel template in steel structure house |
| CN109487701A (en) * | 2019-01-08 | 2019-03-19 | 上海建工材料工程有限公司 | A kind of construction method of adjustable bent cap mold |
| CN109505263A (en) * | 2019-01-08 | 2019-03-22 | 上海建工材料工程有限公司 | A kind of adjustable bent cap mold |
| CN109505263B (en) * | 2019-01-08 | 2020-07-07 | 上海建工材料工程有限公司 | Adjustable bent cap die |
| CN109487701B (en) * | 2019-01-08 | 2020-07-07 | 上海建工材料工程有限公司 | Construction method of adjustable bent cap die |
| CN111403787A (en) * | 2020-03-30 | 2020-07-10 | 东风汽车集团有限公司 | Holding tool device for automatic stacking of fuel cell stack |
| CN111403787B (en) * | 2020-03-30 | 2021-07-06 | 东风汽车集团有限公司 | Holding tool device for automatic stacking of fuel cell stack |
| CN112681733A (en) * | 2020-12-22 | 2021-04-20 | 中建一局集团建设发展有限公司 | Adjustable supporting accessory for tool-free beam template adapting to different beam specifications and construction method |
| CN113775186A (en) * | 2021-09-24 | 2021-12-10 | 汕头市建安实业（集团）有限公司 | Steel structure assembly type wall plate movable suspension hoisting construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107386642A (en) | A kind of adjustable beam fixture of specification | |
| CN207314839U (en) | A kind of adjustable beam fixture of specification | |
| CN212957628U (en) | Template reinforced structure of concrete frame post | |
| CN106150055A (en) | Concrete embedded part essence flat hanging installment work stand and the installation method of built-in fitting | |
| CN203546583U (en) | Box-inside horizontal reinforcing device of concrete box-cross-section multi-beam bridge | |
| CN204570393U (en) | A kind of double-block type bed plate limited impression builds servicing unit | |
| CN207905358U (en) | A kind of beam building template | |
| CN207110466U (en) | Pulling-on piece formula aluminum alloy mould plate reinforcing member and pulling-on piece formula template system | |
| CN206917257U (en) | A kind of building template assembly | |
| CN208534510U (en) | A kind of support device of culvert construction | |
| CN206859684U (en) | A kind of support frame structure of reinforcing template connection | |
| CN215406824U (en) | Supporting structure of steel bar truss floor bearing plate | |
| CN206495329U (en) | Adjustable accurately foot bolt reinforces mould and hardened system | |
| CN104912333A (en) | Wall construction system and construction method | |
| CN205134291U (en) | Large -scale steel form with adjustable | |
| CN209368860U (en) | A kind of assembling cushion cap template of Fast Installation disassembly | |
| CN211396612U (en) | Concrete beam formwork support device | |
| CN208950305U (en) | A kind of assembly concrete beam forms structure and its support system | |
| CN208803590U (en) | A kind of Slidable mold vertically connected for precast wall body | |
| CN206071047U (en) | A kind of beam formwork for building | |
| CN207727848U (en) | A kind of steel bar positioning plate for building vertical column construction | |
| CN205558258U (en) | Horizontal connection rod spare of adjustable length | |
| CN204728709U (en) | wall construction system | |
| CN111140023A (en) | Vertical connection construction guide alignment clamping device for assembled building steel concrete combined modules | |
| CN211473391U (en) | Cantilever beam template clamp |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171124 |