CN106907002A - A kind of adjustable shaped steel fixed system - Google Patents
A kind of adjustable shaped steel fixed system Download PDFInfo
- Publication number
- CN106907002A CN106907002A CN201710190399.8A CN201710190399A CN106907002A CN 106907002 A CN106907002 A CN 106907002A CN 201710190399 A CN201710190399 A CN 201710190399A CN 106907002 A CN106907002 A CN 106907002A
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- China
- Prior art keywords
- section steel
- channel
- nut
- steel
- screw arbor
- 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.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 256
- 239000010959 steel Substances 0.000 title claims abstract description 256
- 239000011120 plywood Substances 0.000 claims abstract description 44
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 54
- 229910052742 iron Inorganic materials 0.000 claims description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 239000007787 solid Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction 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
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Abstract
The invention discloses a kind of adjustable shaped steel fixed system, some stratotype steel column hoops including the surrounding on the outside of spar plywood form, each stratotype steel column hoop includes the channel-section steel assembly one positioned at both sides before and after spar plywood form, the left and right two ends of channel-section steel assembly one are connected by Screw arbor with nut at both-ends one, the two ends of Screw arbor with nut at both-ends one are all connected with nut one, channel-section steel assembly one is provided with the channel-section steel assembly two positioned at the spar plywood form left and right sides, the rear and front end of channel-section steel assembly two is connected by Screw arbor with nut at both-ends two, the two ends of Screw arbor with nut at both-ends two are all connected with nut two；It is provided between spar plywood form and some stratotype steel column hoops and some is close to the vertical square steel of spar plywood form.Hardened system intensity of the present invention, rigidity are big, can effectively control the deflection deformation of column section；Screw arbor with nut at both-ends is avoided to cause cylinder spillage, faulting of slab ends etc. when running through concrete；Solid system peace tears simple open, shortens the engineering time, improves efficiency of construction and economic benefit.
Description
Technical field
The present invention relates to building construction formwork reinforcing body technical field, it particularly relates to a kind of adjustable shaped steel is fixed
System.
Background technology
Traditional section beam-column template is using double steel column hoop or steel pipe, fastener and built-in to pull bar reinforcement means.But it is general
Logical double steel column hoop consuming shaped steel consumption is more, and multiple workmans operation simultaneously is needed during operating difficulties construction, and steel pipe, fastener
And the built-in phenomenons such as post bloated concrete, sectional dimension deviation, surface irregularity, spillage that easily caused to pull bar occur, and influence post
Concrete formation quality, with certain disadvantage.
The content of the invention
For the above-mentioned technical problem in correlation technique, the present invention proposes a kind of adjustable shaped steel fixed system, Neng Gouke
Take the above-mentioned deficiency of prior art.
To realize above-mentioned technical purpose, the technical proposal of the invention is realized in this way：
A kind of adjustable shaped steel fixed system, including on the outside of spar plywood form surrounding some stratotype steel column hoops, often
One stratotype steel column hoop includes the channel-section steel assembly one positioned at both sides before and after spar plywood form, the channel-section steel assembly one
Left and right two ends are connected by Screw arbor with nut at both-ends one, the Screw arbor with nut at both-ends one respectively positioned at the spar plywood form left side and
Right side, the two ends of the Screw arbor with nut at both-ends one are respectively connected with the nut one for fixing the channel-section steel assembly one, the channel-section steel group
Fit one is provided with the channel-section steel assembly two positioned at the spar plywood form left and right sides, front and rear the two of the channel-section steel assembly two
End is connected by Screw arbor with nut at both-ends two, and the Screw arbor with nut at both-ends two is located at front side and the rear side of the Screw arbor with nut at both-ends two respectively,
The two ends of the Screw arbor with nut at both-ends two are respectively connected with the nut two for fixing the channel-section steel assembly two；Described spar glued board
Some vertical square steel for being close to the spar plywood form are provided between template and some stratotype steel column hoops.
Further, described channel-section steel assembly one includes the channel-section steel long being located on front side of spar plywood form and is located at
Channel-section steel long two on rear side of spar plywood form, the left and right two ends of the channel-section steel long are connected by two reinforced steels one respectively
There are short channel-section steel one and short channel-section steel two, the channel-section steel long two（19）Left and right two ends be connected with by two reinforced steels two respectively it is short
Channel-section steel three and short channel-section steel four.
Preferably, between two reinforced steels one, the short channel-section steel one of described channel-section steel long, left end, described channel-section steel long
2nd, adjustment hole one is equipped between two reinforced steels two, the short channel-section steel three of left end, the Screw arbor with nut at both-ends one in the left side passes through institute
The adjustment hole one stated.
Preferably, the Screw arbor with nut at both-ends one in the left side stretches out the rear and front end of the adjustment hole one and is respectively connected with iron cushion block
One, the iron cushion block one is located between nut one and adjustment hole one.
Preferably, between two reinforced steels one, the short channel-section steel two of described channel-section steel long, right-hand member, described channel-section steel long
2nd, adjustment hole two is equipped between two reinforced steels two, the short channel-section steel four of right-hand member, the Screw arbor with nut at both-ends one on the right side passes through institute
The adjustment hole two stated.
Preferably, the Screw arbor with nut at both-ends one on the right side stretches out the rear and front end of the adjustment hole two and is respectively connected with iron cushion block
Two, the iron cushion block two is located between nut one and adjustment hole two.
Further, described channel-section steel assembly two includes the channel-section steel long three being located on the left of spar plywood form and is located at
Channel-section steel long four on the right side of spar plywood form, the rear and front end of the channel-section steel long three is connected by two reinforced steels three respectively
The rear and front end for having short channel-section steel five and short channel-section steel six, the channel-section steel long four is connected with short channel-section steel by two reinforced steels four respectively
Seven and short channel-section steel eight.
Preferably, between two reinforced steels three, the short channel-section steel five of described channel-section steel long three, front end, described channel-section steel long
4th, adjustment hole three is equipped between two reinforced steels four, the short channel-section steel seven of front end, the Screw arbor with nut at both-ends two of the front side passes through institute
The adjustment hole three stated；The left and right two ends that the Screw arbor with nut at both-ends two of the front side stretches out the adjustment hole three are respectively connected with iron cushion block three,
The iron cushion block three is located between nut two and adjustment hole three.
Preferably, between two reinforced steels three, the short channel-section steel six of described channel-section steel long three, rear end, described channel-section steel long
4th, adjustment hole four is equipped between two reinforced steels four, the short channel-section steel eight of rear end, the Screw arbor with nut at both-ends two of the rear side passes through institute
The adjustment hole four stated；The left and right two ends that the Screw arbor with nut at both-ends two of the rear side stretches out the adjustment hole four are respectively connected with iron cushion block four,
The iron cushion block four is located between nut two and adjustment hole four.
Beneficial effects of the present invention：Hardened system intensity of the present invention, rigidity are more than common building steel strength, rigidity, make
The deflection deformation for obtaining column section is controlled effectively；Meanwhile, Screw arbor with nut at both-ends is external, it is to avoid Screw arbor with nut at both-ends is made when running through concrete
Into phenomenons such as cylinder spillage, faulting of slab ends；Screw arbor with nut at both-ends two ends are reinforced using nut and replace the friction type of steel tube fastener to reinforce, and reduce button
The mould that rises that part sliding failure is caused, effectively controls column cross-section size；It is few that solid system peace tears required cooperation personnel open, and operation is simple,
The engineering time is substantially reduced, efficiency of construction and economic benefit is improve.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing for needing to use is briefly described, it should be apparent that, drawings in the following description are only some implementations of the invention
Example, for those of ordinary skill in the art, on the premise of not paying creative work, can also obtain according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the front view of adjustable shaped steel tie described according to embodiments of the present invention；
Fig. 2 is the top view of adjustable shaped steel tie described according to embodiments of the present invention；
In figure：1st, channel-section steel long；2nd, reinforced steel one；3rd, Screw arbor with nut at both-ends one；4th, iron cushion block one；5th, nut one；6th, vertical square steel；7、
Spar plywood form；8th, Screw arbor with nut at both-ends two；9th, short channel-section steel one；10th, iron cushion block two；11st, nut two；12nd, short channel-section steel two；13、
Short channel-section steel three；14th, short channel-section steel four；15th, short channel-section steel five；16th, short channel-section steel six；17th, short channel-section steel seven；18th, short channel-section steel eight；19th, elongated slot
Steel two；20th, channel-section steel long three；21st, channel-section steel long four；22nd, reinforced steel two；23rd, reinforced steel three；24th, reinforced steel four.
Specific embodiment
Below in conjunction with 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
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained belongs to present invention protection
Scope.
As shown in Figure 1-2, a kind of adjustable shaped steel fixed system described according to embodiments of the present invention, including located at spar
Some stratotype steel column hoops of the outside surrounding of plywood form 7, before each stratotype steel column hoop includes being located at spar plywood form 7
The channel-section steel assembly one of both sides afterwards, the left and right two ends of the channel-section steel assembly one are connected by Screw arbor with nut at both-ends 1, described pair of drawing
Respectively positioned at the left side and right side of the spar plywood form 7, the two ends of the Screw arbor with nut at both-ends 1 are respectively connected with screw rod 1
Nut 1 for fixing the channel-section steel assembly one, the channel-section steel assembly one is provided with left positioned at spar plywood form 7
The channel-section steel assembly two of right both sides, the rear and front end of the channel-section steel assembly two is connected by Screw arbor with nut at both-ends 28, described pair of drawing
Respectively positioned at the front side of the Screw arbor with nut at both-ends 28 and rear side, the two ends of the Screw arbor with nut at both-ends 28 are respectively connected with screw rod 28
Nut 2 11 for fixing the channel-section steel assembly two；Between described spar plywood form 7 and some stratotype steel column hoops
It is provided with some vertical square steel 6 for being close to the spar plywood form 7.
In one embodiment, described channel-section steel assembly one includes the elongated slot positioned at the front side of spar plywood form 7
Steel 1 and the channel-section steel long 2 19 positioned at the rear side of spar plywood form 7, the left and right two ends of the channel-section steel long 1 pass through two respectively
Root reinforced steel 1 is connected with short channel-section steel 1 and short channel-section steel 2 12, and the left and right two ends of the channel-section steel long 2 19 pass through two respectively
Reinforced steel 2 22 is connected with short channel-section steel 3 13 and short channel-section steel 4 14.
In one embodiment, between two reinforced steels 1, the short channel-section steel 1 of described channel-section steel long one 1, left end,
Adjustment hole one, the left side are equipped between two reinforced steels 2 22, the short channel-section steel 3 13 of described channel-section steel long 2 19, left end
Screw arbor with nut at both-ends 1 through described adjustment hole one.
In one embodiment, the Screw arbor with nut at both-ends 1 in the left side stretches out the rear and front end of the adjustment hole one and connects
Iron cushion block 1 is connected to, the iron cushion block 1 is located between nut 1 and adjustment hole one.
In one embodiment, two reinforced steels 1 of described channel-section steel long one 1, right-hand member, short channel-section steel 2 12 it
Between, adjustment hole two is equipped between two reinforced steels 2 22, the short channel-section steel 4 14 of described channel-section steel long 2 19, right-hand member, it is described
Adjustment hole two of the Screw arbor with nut at both-ends 1 on right side described in.
In one embodiment, the Screw arbor with nut at both-ends 1 on the right side stretches out the rear and front end of the adjustment hole two and connects
Iron cushion block 2 10 is connected to, the iron cushion block 2 10 is located between nut 1 and adjustment hole two.
In one embodiment, described channel-section steel assembly two includes the elongated slot positioned at the left side of spar plywood form 7
Steel 3 20 and the channel-section steel long 4 21 positioned at the right side of spar plywood form 7, the rear and front end of the channel-section steel long 3 20 passes through respectively
Two reinforced steels 3 23 are connected with short channel-section steel 5 15 and short channel-section steel 6 16, and the rear and front end of the channel-section steel long 4 21 passes through respectively
Two reinforced steels 4 24 are connected with short channel-section steel 7 17 and short channel-section steel 8 18.
In one embodiment, two reinforced steels 3 23 of described channel-section steel long 3 20, front end, short channel-section steel 5 15 it
Between, adjustment hole three is equipped between two reinforced steels 4 24, the short channel-section steel 7 17 of described channel-section steel long 4 21, front end, it is described
Adjustment hole three of the Screw arbor with nut at both-ends 28 of front side described in；The Screw arbor with nut at both-ends 28 of the front side stretches out a left side for the adjustment hole three
Right two ends are respectively connected with iron cushion block three, and the iron cushion block three is located between nut 2 11 and adjustment hole three.
In one embodiment, two reinforced steels 3 23 of described channel-section steel long 3 20, rear end, short channel-section steel 6 16 it
Between, adjustment hole four is equipped between two reinforced steels 4 24, the short channel-section steel 8 18 of described channel-section steel long 4 21, rear end, it is described
Adjustment hole four of the Screw arbor with nut at both-ends 28 of rear side described in；The Screw arbor with nut at both-ends 28 of the rear side stretches out a left side for the adjustment hole four
Right two ends are respectively connected with iron cushion block four, and the iron cushion block four is located between nut 2 11 and adjustment hole four.
Understand above-mentioned technical proposal of the invention for convenience, below by way of in specifically used mode to of the invention above-mentioned
Technical scheme is described in detail.
When specifically used, this shaped steel combination column template hardened system that the present embodiment is provided is included by some stratotypes
The main back cord of formwork-strengthening system and some vertical square steel 6 of steel column hoop composition are close to the template of the composition of spar plywood form 7
The secondary back cord of hardened system, each stratotype steel column hoop includes the channel-section steel assembly positioned at both sides before and after spar plywood form 7
One, the left and right two ends of the channel-section steel assembly one are connected by Screw arbor with nut at both-ends 1, and the Screw arbor with nut at both-ends 1 is located at institute respectively
The left side and right side of spar plywood form 7 are stated, there are adjustment hole one and regulation in the left and right two ends of the channel-section steel assembly one respectively
Hole two, Screw arbor with nut at both-ends one can in the adjustment hole one or adjustment hole two between movement is used to adapt to column section left and right sides away from
From, moving direction of the Screw arbor with nut at both-ends one in adjustment hole one or adjustment hole two and channel-section steel long one or the bearing of trend of channel-section steel long two
Parallel, the two ends of the Screw arbor with nut at both-ends 1 are respectively connected with the nut 1 for fixing the channel-section steel assembly one, to drawing spiral shell
Bar one is adjusted to correct position by tightening nut one and for the channel-section steel assembly one of front and rear both sides to be fixed on spar gluing template die
The outside of plate 7；The channel-section steel assembly one is provided with the channel-section steel assembly two positioned at the left and right sides of spar plywood form 7, institute
The rear and front end for stating channel-section steel assembly two is connected by Screw arbor with nut at both-ends 28, and the Screw arbor with nut at both-ends 28 is located at described respectively
The front side of Screw arbor with nut at both-ends 28 and rear side, the rear and front end of the channel-section steel assembly two are respectively equipped with adjustment hole three and adjustment hole four,
Screw arbor with nut at both-ends two can move the distance between two sides before and after being used to adapt to column section in adjustment hole three or adjustment hole four, right
Draw moving direction of the screw rod two in adjustment hole three or adjustment hole four parallel with the bearing of trend of channel-section steel long three or channel-section steel long four,
The two ends of the Screw arbor with nut at both-ends 28 are respectively connected with the nut 2 11 for fixing the channel-section steel assembly two, in Screw arbor with nut at both-ends two
Adjust to correct position and the channel-section steel assembly two of the left and right sides is fixed on spar plywood form 7 by tightening nut two
Outside.
A kind of installation of adjustable shaped steel fixed system and dismantling step are as follows in the present invention：
Step one, spar plywood form 7 is carried out according to column dimension first cut, and to spar plywood form that cutting is completed
7 divider lattice are numbered stacking.
Step 2, according to design size cutting channel-section steel assembly one and the former material of channel-section steel assembly two are processed, and will
Channel-section steel assembly one and channel-section steel assembly two after machining are welded reinforced steel 2 by " concave surface " and constitute an anchor ear list in the outer part
Unit.
Step 3, according to column cross-section size and the good column template control line back mounting pole wood plywood template 7 of position bullet, under post
Mouth is stoppered using the lumps of wood, first square steel 6 is installed as secondary back cord according to design pitch requirements, further, with the people of two people two
Two channel-section steel assemblys one or channel-section steel assembly two are connected with Screw arbor with nut at both-ends 3, adjustment Screw arbor with nut at both-ends 3 is in two rows channel-section steel group
Fixation is simultaneously tightened in position between fit one and channel-section steel assembly two with iron cushion block 4 and nut 5, completes one group of installation of anchor ear,
Along pillar height according to design pitch requirements installation after, install brace or diagonal brace.
Step 4, concreting are completed, after intensity reaches form removal condition, two one group of people, from top to bottom, by nut 5, right
Screw rod 3, channel-section steel assembly one or channel-section steel assembly two, the order of square steel 6 are drawn, layering is removed, then by wash-out wood plywood mould
Plate 7 is removed, that is, complete the dismounting work of the present embodiment.
In sum, by means of above-mentioned technical proposal of the invention, by hardened system intensity of the present invention, rigidity more than general
Logical building steel tube intensity, rigidity so that the deflection deformation of column section is controlled effectively；Meanwhile, Screw arbor with nut at both-ends is external, it is to avoid
Screw arbor with nut at both-ends causes the phenomenons such as cylinder spillage, faulting of slab ends when running through concrete；Screw arbor with nut at both-ends two ends are reinforced using nut and replace steel pipe
The friction type of fastener is reinforced, and reduces the mould that rises that fastener sliding failure is caused, and effectively controls column cross-section size；Solid system peace tears institute open
Personnel need to be coordinated few, operation is simple, substantially reduces the engineering time, improves efficiency of construction and economic benefit.
Presently preferred embodiments of the present invention is the foregoing is only, is not intended to limit the invention, it is all in essence of the invention
Within god and principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.
Claims (9)
1. a kind of adjustable shaped steel fixed system, it is characterised in that including located at spar plywood form（7）If outside surrounding
Dried layer shaped steel tie, each stratotype steel column hoop includes being located at spar plywood form（7）The channel-section steel assembly one of front and rear both sides,
The left and right two ends of the channel-section steel assembly one pass through Screw arbor with nut at both-ends one（3）Connection, the Screw arbor with nut at both-ends one（3）Institute is located at respectively
State spar plywood form（7）Left side and right side, the Screw arbor with nut at both-ends one（3）Two ends be respectively connected with for fixing the groove
The nut one of steel assembly one（5）, the channel-section steel assembly one is provided with positioned at spar plywood form（7）The groove of the left and right sides
Steel assembly two, the rear and front end of the channel-section steel assembly two passes through Screw arbor with nut at both-ends two（8）Connection, the Screw arbor with nut at both-ends two
（8）The Screw arbor with nut at both-ends two is located at respectively（8）Front side and rear side, the Screw arbor with nut at both-ends two（8）Two ends be respectively connected with
Nut two for fixing the channel-section steel assembly two（11）；Described spar plywood form（7）With some stratotype steel column hoops
Between be provided with and some be close to the spar plywood form（7）Vertical square steel（6）.
2. a kind of adjustable shaped steel fixed system according to claim 1, it is characterised in that described channel-section steel assembly one
Including positioned at spar plywood form（7）The channel-section steel long one of front side（1）With positioned at spar plywood form（7）The channel-section steel long of rear side
Two（19）, the channel-section steel long（1）Left and right two ends respectively pass through two reinforced steels one（2）It is connected with short channel-section steel one（9）With
Short channel-section steel two（12）, the channel-section steel long two（19）Left and right two ends respectively pass through two reinforced steels two（22）It is connected with short channel-section steel
Three（13）With short channel-section steel four（14）.
3. a kind of adjustable shaped steel fixed system according to claim 2, it is characterised in that described channel-section steel long（1）、
Two reinforced steels one of left end（2）, short channel-section steel one（9）Between, described channel-section steel long two（19）, left end two reinforced steels
Two（22）, short channel-section steel three（13）Between be equipped with adjustment hole one, the Screw arbor with nut at both-ends one in the left side（3）Through described adjustment hole
One.
4. a kind of adjustable shaped steel fixed system according to claim 3, it is characterised in that the Screw arbor with nut at both-ends in the left side
One（3）The rear and front end for stretching out the adjustment hole one is respectively connected with iron cushion block one（4）, the iron cushion block one（4）Positioned at nut one
（5）And adjustment hole one between.
5. a kind of adjustable shaped steel fixed system according to claim 2, it is characterised in that described channel-section steel long（1）、
Two reinforced steels one of right-hand member（2）, short channel-section steel two（12）Between, described channel-section steel long two（19）, two of right-hand member reinforcing steel
Muscle two（22）, short channel-section steel four（14）Between be equipped with adjustment hole two, the Screw arbor with nut at both-ends one on the right side（3）Through described regulation
Hole two.
6. a kind of adjustable shaped steel fixed system according to claim 5, it is characterised in that the Screw arbor with nut at both-ends on the right side
One（3）The rear and front end for stretching out the adjustment hole two is respectively connected with iron cushion block two（10）, the iron cushion block two（10）Positioned at nut
One（5）And adjustment hole two between.
7. a kind of adjustable shaped steel fixed system according to claim 1, it is characterised in that described channel-section steel assembly two
Including positioned at spar plywood form（7）The channel-section steel long three in left side（20）With positioned at spar plywood form（7）The elongated slot on right side
Steel four（21）, the channel-section steel long three（20）Rear and front end respectively pass through two reinforced steels three（23）It is connected with short channel-section steel five
（15）With short channel-section steel six（16）, the channel-section steel long four（21）Rear and front end respectively pass through two reinforced steels four（24）It is connected with
Short channel-section steel seven（17）With short channel-section steel eight（18）.
8. a kind of adjustable shaped steel fixed system according to claim 5, it is characterised in that described channel-section steel long three
（20）, front end two reinforced steels three（23）, short channel-section steel five（15）Between, described channel-section steel long four（21）, two of front end
Reinforced steel four（24）, short channel-section steel seven（17）Between be equipped with adjustment hole three, the Screw arbor with nut at both-ends two of the front side（8）Through described
Adjustment hole three；The Screw arbor with nut at both-ends two of the front side（8）The left and right two ends for stretching out the adjustment hole three are respectively connected with iron cushion block three,
The iron cushion block three is located at nut two（11）And adjustment hole three between.
9. a kind of adjustable shaped steel fixed system according to claim 5, it is characterised in that described channel-section steel long three
（20）, rear end two reinforced steels three（23）, short channel-section steel six（16）Between, described channel-section steel long four（21）, two of rear end
Reinforced steel four（24）, short channel-section steel eight（18）Between be equipped with adjustment hole four, the Screw arbor with nut at both-ends two of the rear side（8）Through described
Adjustment hole four；The Screw arbor with nut at both-ends two of the rear side（8）The left and right two ends for stretching out the adjustment hole four are respectively connected with iron cushion block four,
The iron cushion block four is located at nut two（11）And adjustment hole four between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710190399.8A CN106907002A (en) | 2017-03-28 | 2017-03-28 | A kind of adjustable shaped steel fixed system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710190399.8A CN106907002A (en) | 2017-03-28 | 2017-03-28 | A kind of adjustable shaped steel fixed system |
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| CN106907002A true CN106907002A (en) | 2017-06-30 |
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| CN201710190399.8A Pending CN106907002A (en) | 2017-03-28 | 2017-03-28 | A kind of adjustable shaped steel fixed system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10975585B2 (en) | 2018-10-15 | 2021-04-13 | Peri Formwork Systems, Inc. | Connection assembly for formwork |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5125617A (en) * | 1990-03-29 | 1992-06-30 | Miller Alan P | Adjustable radius walers for forming |
| US20060236647A1 (en) * | 2005-05-02 | 2006-10-26 | Dave Fehr | Structural Column With Footing Stilt Background Of The Invention |
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| CN203034797U (en) * | 2012-12-04 | 2013-07-03 | 中建三局建设工程股份有限公司 | Clear water concrete exterior wall template system |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN206636213U (en) * | 2017-03-28 | 2017-11-14 | 中铁建设集团有限公司 | A kind of adjustable shaped steel fixed system |
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| US5125617A (en) * | 1990-03-29 | 1992-06-30 | Miller Alan P | Adjustable radius walers for forming |
| US20060236647A1 (en) * | 2005-05-02 | 2006-10-26 | Dave Fehr | Structural Column With Footing Stilt Background Of The Invention |
| CN202391108U (en) * | 2011-12-09 | 2012-08-22 | 中建三局第二建设工程有限责任公司 | Reinforcing improvement device of large-section column template |
| CN203034797U (en) * | 2012-12-04 | 2013-07-03 | 中建三局建设工程股份有限公司 | Clear water concrete exterior wall template system |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN206636213U (en) * | 2017-03-28 | 2017-11-14 | 中铁建设集团有限公司 | A kind of adjustable shaped steel fixed system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10975585B2 (en) | 2018-10-15 | 2021-04-13 | Peri Formwork Systems, Inc. | Connection assembly for formwork |
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Application publication date: 20170630 |