CN205840308U - A kind of combined steel formwork panel assembly - Google Patents
A kind of combined steel formwork panel assembly Download PDFInfo
- Publication number
- CN205840308U CN205840308U CN201620832652.6U CN201620832652U CN205840308U CN 205840308 U CN205840308 U CN 205840308U CN 201620832652 U CN201620832652 U CN 201620832652U CN 205840308 U CN205840308 U CN 205840308U
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- truss
- steel
- panel assembly
- formwork panel
- steel form
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Abstract
A kind of combined steel formwork panel assembly, casting concrete in architectural engineering, it is characterized in that: include can be mutually assembled truss element, the steel form unit being connected with truss element, and the first connection unit that truss element and steel form unit can be linked together, wherein, truss element includes multiple single truss, and can the truss assembly component of the most assembled multiple single truss, steel form unit includes the multiple single steel form that can mutually splice, and can fix the template splicing assembly splicing multiple single steel forms.Combined steel formwork panel assembly of the present utility model, truss element is can splicing structure form, steel form unit is sliceable version, by assembled to single truss of varying number and single steel form and be stitched together, it is possible to the occasion that flexible adaptation is constructed in the single side formwork of differing heights and different cross section form.Meanwhile, during hanging in and hanging out construction area, single lifting weight is little, relatively low to hanging device requirement degree.
Description
Technical field
This utility model relates to single side formwork field in architectural engineering, particularly relates to a kind of truss and steel form is the most combined
Assembled combined steel formwork panel assembly.
Background technology
In the work progress of the architectural engineerings such as subway, harbour, dock, garage, due to the particularity in geographical position, can only
Install unilateral steel form device and carry out casting concrete.The steel form device of single side formwork includes the one chip steel form vertically placed
Panel and fixing with steel form being connected, girder system steel form panel can being supported, each steel form and correspondence
Girder system be adapted to specific construction area, one is processed and assemble, and height and the section form of steel form are the most fixing,
The structure of its corresponding girder system is the most fixing, it is impossible to be applicable to the construction area that other height are different with width, needs
Again make steel form and girder system, cause the waste of material and the increase of cost, also efficiency of construction can be impacted.
On the other hand, monolithic steel form and the general weight ratio of its girder system are relatively big, when formwork and form removal, to hanging device
Requiring higher, it is bigger to tear difficulty open.
Utility model content
For the problems of the prior art and deficiency, this utility model provides a kind of combined steel formwork panel assembly, can be with pin
The single side formwork construction area of differing heights and width is carried out the most assembled and combination.
The technical solution of the utility model is: a kind of combined steel formwork panel assembly, casting concrete in architectural engineering,
It is characterized in that: include can be mutually assembled truss element, the steel form unit being connected with truss element, and can be by truss
The first connection unit that unit and steel form unit link together, wherein, truss element includes multiple single truss, and can be also
The truss assembly component of the assembled multiple single truss of row；First connect unit include being fixed on before the truss of single truss on vertical beam can
Truss frame for connecting unit and multiple first connecting plates of steel form unit, and before top is disposed through the first connecting plate and truss
First connecting bolt of the first connecting hole on vertical beam.
As the further optimization of the technical program, truss assembly component include arranging the truss being located at truss after upper cant beam and
The second connecting plate on lower inclined beam after truss, is provided with many on lower inclined beam and the second connecting plate after upper cant beam, truss after truss
Individual second connecting hole, the second connecting bolt is installed in the second connecting hole.
As the further optimization of the technical program, the second connecting plate be cross section be the U-steel of U-shaped.
As the further optimization of the technical program, the second connecting plate be cross section be I-shaped i shaped steel.
As the further optimization of the technical program, steel form unit includes the multiple single steel form that can mutually splice, with
And the template splicing assembly splicing multiple single steel forms can be fixed.
As the further optimization of the technical program, template splicing assembly includes being perpendicularly fixed at each single steel form four
The end plate of side, and the 3rd connecting bolt connecting adjacent end plate can be fixed, wherein, end plate is provided with multiple 3rd connection
Hole, the 3rd connecting bolt is installed in the 3rd connecting hole.
As the further optimization of the technical program, each single steel form is placed with multiple perpendicular rib towards the side of truss,
Being provided with the 4th connecting hole on perpendicular rib, the bottom of the first connecting bolt is provided with crotch, and crotch passes the 4th connecting hole.
As the further optimization of the technical program, the first connecting plate be cross section be I-shaped Two bors d's oeuveres U-steel.
As the further optimization of the technical program, the first connecting plate be cross section be the i shaped steel of work shape.
Compared with prior art, the having the beneficial effect that of the technical program
1, the combined steel formwork panel assembly of the technical program, truss element be can splicing structure form, steel form unit is
Sliceable version, by assembled to single truss of varying number and single steel form and be stitched together, it is possible to flexible adaptation is in difference
The occasion of the single side formwork construction of height and different cross section form.
2, the combined steel formwork panel assembly of the technical program, truss element is assembled by multiple single truss, steel form list
Unit is spliced by multiple single steel forms, and during hanging in and hanging out construction area, single lifting weight is little, to hanging device
Requirement degree is relatively low.
3, the combined steel formwork panel assembly of the technical program, the first connecting plate and the second connecting plate all use U-steel or work
Shaped steel, not only lighter in weight, and effective fixing connection can be provided.
Accompanying drawing explanation
Fig. 1 is the support front view of combined steel formwork panel assembly.
Fig. 2 is the partial enlarged drawing of A in Fig. 1.
Fig. 3 is the first connecting bolt structural representation.
Fig. 4 is the partial enlarged drawing of B in Fig. 1.
Fig. 5 is template splicing modular construction schematic diagram.
Wherein: 1-truss element, the mono-truss of 11-, upper cant beam, lower inclined beam after 112-truss, 113-truss after 111-truss
Front vertical beam, 114-truss cross member, 12-truss assembly component, 121-the second connecting plate, 122-the second connecting hole, 123-second
Connecting bolt, 2-steel form unit, the mono-steel form of 21-, 211-erects rib, 2111-the 4th connecting hole, 22-template splicing assembly,
221-end plate, 222-the 3rd connecting hole, 223-the 3rd connecting bolt, 3-first connects unit, 31-the first connecting plate, 32-first
Connecting hole, 33-the first connecting bolt, 331-top, 332-crotch, 333-nut, 334-packing ring, 4-pre-embedded bolt, 5-shores,
6-is very heavy to be shored, 7-base plate.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearer, implement below in conjunction with this utility model
Technical scheme in example carries out clear, complete description.Obviously, described embodiment is the reality of this utility model part
Execute example rather than whole embodiments.Based on the embodiment in this utility model, those skilled in the art are not making creation
Property work on the premise of the every other embodiment that obtained, belong to protection domain of the present utility model.
It should be noted that in the description of technical scheme, " on " D score " end " " interior " " outward " " left " " right " " front " " afterwards "
The relation of indicating positions such as " first " " second " " the 3rd " " the 4 " or order is based on the position relationship shown in accompanying drawing 1, is only
For the ease of describing rather than indicating or imply that the device of indication or element must have specific orientation or new in this practicality
Type plays main and secondary role, therefore it is not intended that to restriction of the present utility model.
See the support front view that Fig. 1, Fig. 1 are combined steel formwork panel assembly of the present utility model.As it can be seen, this practicality
Novel combined steel formwork panel assembly is applicable to the construction site of single side formwork, and steel form unit 2 is vertically placed, side and truss
Unit 1 links together, and opposite side is the region of casting concrete.For each single truss 11, truss cross member 114
In the bottom of whole single truss 11, in the front that direction is truss element 1 towards steel form unit 2, deviate from steel form unit 2
The rear that direction is truss element 1.There are two cant beams tilted at single truss 11 rear, above for going up cant beam after truss
111, be positioned at lower section for lower inclined beam 112 after truss, the vertical beam that single truss 11 front is vertically placed is vertical beam 113 before truss.Purlin
The region installed below frame unit 1 is base plate 7.It is solid that truss element 1 and steel form unit 2 connect unit 3 by multiple first
Surely linking together, multiple single truss 11 are spliced side by side by truss element 1 by truss assembly component 12, steel form unit
2 are spliced by template splicing assembly 22 by multiple single steel forms 21.
See Fig. 2, Fig. 2 be in Fig. 1 at A first connect unit enlarged drawing.As it can be seen, the first connection unit 3 includes
First connecting plate the 31, first connecting hole 32 and the first connecting bolt 33, wherein, vertical beam 113 court before the first connecting plate 31 and truss
To the side of steel form unit 2, fixing connection, is provided with the first connecting hole on vertical beam 113 and the first connecting plate 31 before truss
32, each single steel form 21 is provided with multiple perpendicular rib 211 towards row on the side of truss element 1, and a side of perpendicular rib 211 sets
It is equipped with the 4th connecting hole 2111.
See the structural representation that Fig. 3, Fig. 3 are the first connecting bolt.As it can be seen, the first connecting bolt 33 includes top
331, the bottom of crotch 332, nut 333 and packing ring 334 it are provided with.The crotch 332 that the bottom of the first connecting bolt 33 is arranged passes
Being positioned at the 4th connecting hole 2111 that steel form erects on rib 211, top 331 is through the first connecting hole 33, and before truss, vertical beam 113 is carried on the back
Connect by nut 333 is fixing from the side of steel form unit 2.It is provided with packing ring between vertical beam 113 before nut 333 and truss
334, the contact area between vertical beam 113 before nut 333 and truss can be increased, reduce pressure wear, spiral shell can also be prevented simultaneously
Female 333 times pines.
From Fig. 2-Fig. 3, first connects unit 3 links together vertical beam before truss 113 with each single steel form 21,
Thus realize truss element 1 and steel form unit 2 are fixedly connected into steel form device.
Seeing Fig. 4, Fig. 4 is the enlarged drawing of truss assembly component at B in Fig. 1.As it can be seen, truss assembly component 12 includes
Second connecting plate the 121, second connecting hole 122 and the second connecting bolt 123, wherein, under going up after cant beam 111 and truss after truss
Being arranged side by side with multiple second connecting plate 121 on cant beam 112, after truss, after upper cant beam 111, truss, lower inclined beam 112 and second connects
Being provided with the second connecting hole 122 on the correspondence position of fishplate bar 121, the second connecting bolt 123 is installed on the second connecting hole 122
In, it is achieved the second connecting plate 121 is connected with each single the fixing of truss 11, thus realizes spelling multiple single truss 11 placed side by side
Dress up truss element 1.
Seeing Fig. 5, Fig. 5 is template splicing modular construction schematic diagram.As it can be seen, four sides of each single steel form 21
All it is connected with each other with other single steel forms 21, four sides of each single steel form 21 are provided with end plate 221, end plate 221
Being mutually perpendicular to single steel form 21, the end plate 221 on each side is respectively positioned on the same side of single steel form 21.Set on end plate 221
It is equipped with rows of 3rd connecting hole 222, in the 3rd connecting hole 222, the 3rd connecting bolt 223 is installed.By the 3rd connecting bolt
The end plate 221 of adjacent single steel form 21 is alignd and links together by 223, and then is spliced into steel form unit 2.
Describe in further detail of the present utility model below by the explanation of the specifically used method to the technical program
Technical scheme is as follows:
The steel plate that single steel form 21 uses thickness to be 6mm, the perpendicular rib 211 of single steel form side uses 10# U-steel, each
Being spaced 250mm between perpendicular rib 221, end plate 221 uses thickness to be 12mm, and width is the steel plate of 200mm；First connecting plate 31 uses
Two bors d's oeuveres 14# U-steel or 14# i shaped steel, be spaced 600mm between adjacent first connecting plate 31；Single truss 11 uses Two bors d's oeuveres
14# U-steel and Two bors d's oeuveres 22# U-steel, the second connecting plate 121 uses 14# U-steel or 14# i shaped steel；Second connects spiral shell
Bolt 123 and the 3rd connecting bolt 113 all use a diameter of 20mm, the bolt of a length of 60mm, and the first connecting bolt 33 uses directly
Footpath is 20mm, the bolt of a length of 30cm.
According to treating the height of construction area and the width requirement of casting concrete, select the size of single steel form 21 and determine
The quantity of single steel form 21 of splicing, is spliced into steel form unit 2 by template splicing assembly 22 by each single steel form 21；Really
Determine the quantity of the single truss 11 matched with steel form unit 2, by truss assembly component 12 by single truss 11 of quantification
It is assembled into truss element 1；Connect unit 3 finally by first and steel form unit 2 and truss element 1 are fixedly connected into combination type
Steel form device.
Combined steel formwork panel assembly is mounted on the base plate 7 in region to be onstructed, before pouring base plate 7, first by two
Individual pre-embedded bolt 4 is embedded in region to be onstructed.Two pre-embedded bolts 4 all use the fining twisted steel of a diameter of 30mm to make and
Become, lay respectively at the front and back bottom truss element 1.
When installing combined steel formwork panel assembly, be positioned at truss element 1 bottom rear very heavy shore 6 with truss cross member
114 fixing connections, are used for adjusting the level of truss element 1；It is positioned at the bottom of pre-embedded bolt 4 and the truss of truss element 1 bottom rear
Crossbeam 114 links together, and be positioned at truss element 1 bottom front and be connected with truss cross member 114 shore 5 together with keep
Stablizing of truss element 1；The forward portion of truss cross member 114 is provided with the steel tilted with truss cross member 114 in 45° angle
Plate, located anteriorly pre-embedded bolt 4 is bolted to connection with steel plate, thus ensures located anteriorly pre-embedded bolt 4 and purlin
Place in 45° angle between frame cross member 114, the side produced when can bear concreting better against steel form unit 2
Artificial and the load of equipment in pressure, and casting process.
Steel form unit 2 is connected the fixing connection of unit 3 with truss element 1 by first, and adjusts steel form unit 2
Perpendicularity, can carry out the concreting work in region to be onstructed.
After concrete reaches strength of mould stripping, unclamp pre-buried screw mandrel 4 and shore 5, regulating and very heavy shore 6, by combined steel formwork
Panel assembly removes from base plate 7；Unclamp the first connecting bolt 33 of the first connection unit 3, by steel form unit 2 and truss list
Unit 1 is separately；Unclamp the second connecting bolt 122 in truss assembly component 12, each single truss 11 is separated and hangs out construction area
Territory；Unclamp the 3rd connecting bolt 223 in template splicing unit 2, each single steel form 21 is hung out construction area；Finally will be single
Truss 11 and single steel form 21 carry out maintenance, remain to reuse during formwork next time.
First connecting plate 31 may be selected to be cross section and is I-shaped Two bors d's oeuveres U-steel or cross section is I-shaped work
Shaped steel, the second connecting plate 121 may be selected to be U-steel that cross section is U-shaped or cross section is I-shaped i shaped steel,
All can belong to according to the selection of Specific construction situation or independent assortment the first connecting plate 31 and the type of the second connecting plate 121 or quantity
In specific embodiment of the utility model.
Certainly, in addition to " Two bors d's oeuveres U-steel " " i shaped steel " of above-described embodiment, the first connecting plate can also use not
Structure, as long as being capable of truss element and the fixing of steel form unit connects；" grooved except above-described embodiment
Steel " " i shaped steel " outward, the second connecting plate can also use other structure, as long as being capable of the fixing connection of multiple single truss
?；Except " U-steel " of above-described embodiment, perpendicular rib can also use other structures, as long as being capable of a side of perpendicular rib
Face is fixing with steel form to be connected, and another side is provided with connecting hole and just may be used.First connecting plate of other structures, the second connection
Within plate, perpendicular rib fall within protection domain of the present utility model.
Claims (10)
1. a combined steel formwork panel assembly, casting concrete in architectural engineering, it is characterised in that: including can be mutually assembled
Truss element (1), the steel form unit (2) being connected with truss element (1), and can fix truss frame for connecting unit (1) and
Multiple the first of steel form unit (2) connects unit (3), and wherein, truss element (1) includes multiple single truss (11), Yi Jike
The truss assembly component (12) of the most assembled multiple single truss (11)；First connects unit (3) includes being fixed on single truss (11)
Truss before on vertical beam (113) can truss frame for connecting unit (1) and first connecting plate (31) of steel form unit (2), Yi Jiding
Portion (331) is disposed through the first connection of the first connecting hole (32) before the first connecting plate (31) and truss on vertical beam (113)
Bolt (33).
Combined steel formwork panel assembly the most according to claim 1, it is characterised in that: truss assembly component (12) includes that row sets
The second connecting plate (121) on lower inclined beam (112) after upper cant beam (111) and truss after the truss of single truss (11), after truss
It is provided with multiple second connecting hole (122) on lower inclined beam (112) and the second connecting plate (121) after upper cant beam (111), truss,
Second connecting bolt (123) is installed in the second connecting hole (122).
Combined steel formwork panel assembly the most according to claim 2, it is characterised in that: the second connecting plate (121) is cross section
U-steel for U-shaped.
Combined steel formwork panel assembly the most according to claim 2, it is characterised in that: the second connecting plate (121) is cross section
For I-shaped i shaped steel.
Combined steel formwork panel assembly the most according to claim 1, it is characterised in that: steel form unit (2) includes can be mutual
Multiple single steel form (21) of splicing, and the template splicing assembly (22) splicing multiple single steel forms (21) can be fixed.
Combined steel formwork panel assembly the most according to claim 5, it is characterised in that: template splicing assembly (22) includes vertically
It is fixed on the end plate (221) of each (21) four sides of single steel form, and the 3rd company connecting adjacent end plate (221) can be fixed
Connecting bolt (223), wherein, end plate is provided with multiple 3rd connecting hole (2222), and the 3rd connecting bolt (223) is installed on the 3rd
In connecting hole (222).
Combined steel formwork panel assembly the most according to claim 5, it is characterised in that: each single steel form (21) is towards truss
The side of unit (1) is placed with multiple perpendicular rib (211), and perpendicular rib (211) is provided with the 4th connecting hole (2111), and first connects spiral shell
The bottom of bolt (33) is provided with crotch (332), and crotch (332) passes the 4th connecting hole (2111).
Combined steel formwork panel assembly the most according to claim 7, it is characterised in that: perpendicular rib (211) be cross section be U-shaped
U-steel, the 4th connecting hole (2111) is positioned on a side of perpendicular rib.
9. according to the combined steel formwork panel assembly described in any one of claim 1-8, it is characterised in that: the first connecting plate (31) is
Cross section is I-shaped Two bors d's oeuveres U-steel.
10. according to the combined steel formwork panel assembly described in any one of claim 1-8, it is characterised in that: the first connecting plate (31)
It is I-shaped i shaped steel for cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620832652.6U CN205840308U (en) | 2016-07-29 | 2016-07-29 | A kind of combined steel formwork panel assembly |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620832652.6U CN205840308U (en) | 2016-07-29 | 2016-07-29 | A kind of combined steel formwork panel assembly |
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| Publication Number | Publication Date |
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| CN205840308U true CN205840308U (en) | 2016-12-28 |
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| CN201620832652.6U Active CN205840308U (en) | 2016-07-29 | 2016-07-29 | A kind of combined steel formwork panel assembly |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
-
2016
- 2016-07-29 CN CN201620832652.6U patent/CN205840308U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974959A (en) * | 2017-12-14 | 2018-05-01 | 朱铁凝 | A kind of road traffic entirety steel truss formula high and big die plate |
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