CN207314835U - A kind of reinforcement system of L-shaped filling wall construction column template - Google Patents
A kind of reinforcement system of L-shaped filling wall construction column template Download PDFInfo
- Publication number
- CN207314835U CN207314835U CN201721244616.9U CN201721244616U CN207314835U CN 207314835 U CN207314835 U CN 207314835U CN 201721244616 U CN201721244616 U CN 201721244616U CN 207314835 U CN207314835 U CN 207314835U
- Authority
- CN
- China
- Prior art keywords
- formwork
- fixed
- constructional column
- horizontal main
- joist
- 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.)
- Active
Links
Abstract
The utility model provides a kind of reinforcement system of L-shaped filling wall construction column template, including constructional column external angle formwork and constructional column internal corner formwork, constructional column external angle formwork lateral surface is fixed with the vertical secondary joist of external corner, its vertical secondary joist of two external corners is arranged at external corner, and the first horizontal main joist and the second horizontal main joist are overlapped with the vertical secondary joist of external corner of constructional column external angle formwork both sides;Constructional column internal corner formwork medial surface is fixed with the vertical secondary joist of inner corner trim, and the vertical secondary joist of one inner corner trim is arranged at inner corner trim, and the lumps of wood is overlapped with the vertical secondary joist of inner corner trim of constructional column internal corner formwork side;Combined threaded rod is reinforced between first horizontal main joist and the second horizontal main joist by external angle formwork to fix, the vertical secondary joist of inner corner trim is fixed with the vertical secondary joist of external corner by the first Screw arbor with nut at both-ends and the second Screw arbor with nut at both-ends.The utility model is easy for installation and removal, and regularization repeats utilization, cost-effective, improves constructional column concrete formation impression quality.
Description
Technical field
It the utility model is related to technical field of building construction, more particularly to a kind of reinforcing of L-shaped filling wall construction column template
System.
Background technology
Modern architecture masonry structure is usually as filling wall, and to L-shaped filling wall, its corner needs to set constructional column to increase
Strong masonry globality.Constructional column is commonly referred to as concrete-constituted pile, is in the predetermined portion of masonry house wall, matches somebody with somebody by construction
Muscle, and the concrete column as made of the sequence of construction of placing concrete column after first building a wall.Constructional column is secondary structure, is reserved vertical
Column joint bar, two wall limb masonry indwelling horse tooth trough of corner simultaneously stretch out horizontal tension rib, and wall to be filled builds completion by laying bricks or stones and bound structure
After making column reinforcing bar, simultaneously reinforcing construction column template can be closed, finally pours and smashes constructional column concrete.Traditional L-shaped filling wall corner
Place's constructional column model sheetinstallat generally requires to punch sleeve-penetrating combination wood stupefied on masonry structure and steel pipe locking is reinforced, the drawback is that
Punching is easy to cause cracking of building body on masonry wall, can destroy the globality and compression strength of masonry structure, reduce the steady of wall
It is qualitative, the mass defects such as hollowing, crackle are caused to follow-up plastering process, are also easy to cause percolating water hidden danger.
Disclosed in 25 days Mays in 2016 Chinese invention of Publication No. CN105604339A, disclosure of the invention one kind
Secondary structure constructs column reinforcing method, including step:Play constructional column center line, absolute altitude control line;Bind constructional column column muscle;Will be right
Screw rod is drawn to be welded with the horizontal tension rib of wall;T-shaped positioning is welded at the constructional column main reinforcement position of 5cm eminences on away from constructional column column root
Reinforcing bar, control construction column section, axial location;The wide sponge strip of about 5mm patches on the outside of constructional column column skin;Installation constitution column template;
Installation constitution column tie;Construct column template correction, reinforce;Pour into a mould column concrete;Form removal, along the cut-out stretching of constructional column surface to drawing spiral shell
Bar, and to the Screw arbor with nut at both-ends head antirust treatment after cut-out.The invention is that the horizontal tension rib of wall and constructional column is through walls to drawing spiral shell
Bolt welds, and the Screw arbor with nut at both-ends stretched out along the cut-out of constructional column surface is needed after form removal, and need to do antirust to the Screw arbor with nut at both-ends head after cut-out
Processing, this method non-type, not reproducible utilization, worker employed in a plant nursery is time-consuming, increases cost.
The content of the invention
The technical problems to be solved in the utility model, is to provide a kind of reinforcement system of L-shaped filling wall construction column template,
Gather materials on the spot, simplify structure, be easy for installation and removal, regularization repeats utilizations, cost-effective, with improve L-shaped fill wall its
The peace of corner construction column template tears quality, efficiency open, and then improves constructional column concrete formation impression quality.
The utility model is realized in this way:
A kind of reinforcement system of L-shaped filling wall construction column template, the reinforcement system include a constructional column external angle formwork and
One constructional column internal corner formwork, the constructional column external angle formwork and the constructional column internal corner formwork are oppositely arranged, and form L-shaped filling
Wall pours passage;The constructional column external angle formwork lateral surface is fixed with the vertical secondary joist of a plurality of external corners, wherein two sun
The vertical secondary joist in angle is arranged at the external corner of the constructional column external angle formwork, and the external corner of the constructional column external angle formwork both sides is vertically secondary
The a plurality of first horizontal main joists and a plurality of second horizontal main joists are overlapped with keel respectively;The constructional column internal corner formwork
Medial surface is fixed with the vertical secondary joist of a plurality of inner corner trims, wherein a vertical secondary joist of inner corner trim is arranged on the constructional column inner corner trim mould
At the inner corner trim of plate, a plurality of lumps of wood are overlapped with the vertical secondary joist of inner corner trim of the constructional column internal corner formwork side;
The front end that the front end of each described second horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, should
Paid by the front end lock of the first Screw arbor with nut at both-ends in the described first adjacent horizontal main dragon the rear end that external angle formwork reinforces combined threaded rod
The rear end of bone, the rear end of first Screw arbor with nut at both-ends are paid on the vertical secondary joist of inner corner trim of side by lumps of wood lock;It is each
The front end that the front end of described first horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, which reinforces
The rear end of combined threaded rod is paid in the rear end of the described second adjacent horizontal main joist by the front end lock of the second Screw arbor with nut at both-ends, described
The rear end lock of second Screw arbor with nut at both-ends is paid on the vertical secondary joist of inner corner trim of opposite side.
Further, first Screw arbor with nut at both-ends and second Screw arbor with nut at both-ends are Three-section water stop type Screw arbor with nut at both-ends,
First Screw arbor with nut at both-ends includes one first fixed section screw rod, one first seal ring, two first removable section of screw rods, two first spacing
Set, two first fixed fasteners and 3 first locking pieces, first seal ring is sheathed in the first fixed section screw rod, described
The both ends of first fixed section screw rod are connected with one end of two first removable section of screw rod, and first stop collar is sheathed on described
One end of first removable section of screw rod, first removable section of screw rod of front end are arranged in the constructional column external angle formwork, institute successively
The first horizontal main joist, first fixed fastener and two first locking pieces are stated, are blocked by first fixed fastener
Described first horizontal main joist, the rear end that the external angle formwork reinforces combined threaded rod is arranged between two first locking pieces;
First removable section of screw rod of rear end is arranged in the constructional column internal corner formwork, lumps of wood, another described first solid successively
Determine fastener and first locking piece, by first fixed fastener and first locking piece by lumps of wood lock pay in
On the vertical secondary joist of inner corner trim of side;
Second Screw arbor with nut at both-ends includes one second fixed section screw rod, one second seal ring, two second removable section of screw rods, two
Second stop collar, two second fixed fasteners and 3 second locking pieces, second seal ring are sheathed on the second fixed section spiral shell
In bar, the both ends of the second fixed section screw rod are connected by two second stop collars with two second removable section of screw rod,
Second removable section of screw rod of front end is arranged in the constructional column external angle formwork, the second horizontal main joist, an institute successively
The second fixed fastener and two second locking pieces are stated, the described second horizontal main joist, institute are blocked by second fixed fastener
The rear end for stating external angle formwork reinforcing combined threaded rod is arranged between two second locking pieces;Second removable section of spiral shell of rear end
Bar is arranged in the constructional column internal corner formwork, another second fixed fastener and second locking piece successively, by described
Second fixed fastener and second locking piece lock are paid on the vertical secondary joist of inner corner trim of opposite side.
Further, the external angle formwork, which reinforces combined threaded rod, includes a reinforcing screw rod, a fixed plate, one the 3rd fixing card
Part, one the 3rd locking piece and an adjusting set, the fixed plate are equipped with a through hole, and the fixed plate is threaded through by the through hole
Between two first locking pieces or between two second locking pieces;Described one end for reinforcing screw rod is fixed with the fixed plate
Connection, the other end for reinforcing screw rod is tiltedly through at the 3rd fixed fastener and the adjusting set successively from inside to outside, by institute
State the 3rd fixed fastener and block the front end of the described first horizontal main joist or the second horizontal main joist, and pass through the described 3rd
Locking piece is locked, and one end of the adjusting set matches with the 3rd fixed fastener, the other end of the adjusting set with it is described
3rd locking piece matches.
Further, the 3rd fixed fastener is mountain type card, and the one side of the mountain type card is plane, the mountain type card it is another
It is simultaneously arc surface, a boss is equipped with the middle part of the mountain type card, a mounting hole is equipped with the boss;The reinforcing screw rod is oblique
It is through in the mounting hole, one end of the adjusting set matches with the boss;The aperture of the mounting hole and the reinforcing
Difference between the diameter of screw rod is:10mm-15mm.
Further, first locking piece, second locking piece and the 3rd locking piece are nut, the nut
Both sides be equipped with the wing of a protrusion.
Further, the reinforcing screw rod welds to form one with the fixed plate.
Further, it is described reinforcing screw rod for stainless steel reinforce screw rod, first locking piece, second locking piece and
3rd locking piece is stainless steel locking piece, and first fixed fastener, second fixed fastener and the described 3rd consolidate
It is stainless steel fixed fastener to determine fastener, and the fixed plate is stainless steel fixed plate.
A kind of reinforcement system of L-shaped filling wall construction column template, the reinforcement system include a constructional column external angle formwork and
One constructional column internal corner formwork, the constructional column external angle formwork and the constructional column internal corner formwork are oppositely arranged, and form L-shaped filling
Wall pours passage;The constructional column external angle formwork lateral surface is fixed with the vertical secondary joist of at least four external corners, wherein two sun
The vertical secondary joist in angle is arranged at the external corner of the constructional column external angle formwork, and the external corner of the constructional column external angle formwork both sides is vertically secondary
The a plurality of first horizontal main joists and a plurality of second horizontal main joists are overlapped with keel respectively;The constructional column internal corner formwork
Medial surface is fixed with the vertical secondary joist of at least three inner corner trims, wherein a vertical secondary joist of inner corner trim is arranged on the constructional column inner corner trim mould
At the inner corner trim of plate, it is laterally main that a plurality of three are overlapped with the vertical secondary joist of inner corner trim of the constructional column internal corner formwork both sides respectively
Keel and a plurality of 4th horizontal main joists;
The front end that the front end of each described second horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, should
Paid by the front end lock of the first Screw arbor with nut at both-ends in the described first adjacent horizontal main dragon the rear end that external angle formwork reinforces combined threaded rod
The rear end of bone, the rear end of first Screw arbor with nut at both-ends pay vertical dragon of inner corner trim in side by the described 3rd horizontal main joist lock
On bone;The front end that the front end of each described first horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, the sun
Paid by the front end lock of the second Screw arbor with nut at both-ends in the described second adjacent horizontal main joist the rear end that Angle formwork reinforces combined threaded rod
Rear end, the rear end of second Screw arbor with nut at both-ends pays vertical dragon of inner corner trim in opposite side by the described 4th horizontal main joist lock
On bone.
The utility model has the advantage of:Vertical dragon of combined threaded rod, Screw arbor with nut at both-ends, external corner is reinforced using external angle formwork
The vertical secondary joist of bone, inner corner trim, the first horizontal main joist and the second horizontal main joist reinforce the constructional column of L-shaped filling wall corner
After external angle formwork and constructional column internal corner formwork, construction column template and the contact surface of masonry structure horse tooth trough are sealed using generous double faced adhesive tape
It is stifled tight, spillage when avoiding causing disturbing concrete;Be interspersed sun on the horizontal main joist of two wall limb constructional column external angle formworks
Angle formwork reinforces combined threaded rod and constructional column external angle formwork is reinforced, without punching sleeve-penetrating combination wood stupefied on masonry structure
Lock and reinforce with steel pipe, without taking extra auxiliary stopper device and measure;Using Three-section water stop type to drawing in constructional column
Screw rod locks primary and secondary skeletal frame, and after form removal, two removable end screw rods in outside can screw out recycling, and labor and material saving, can effectively keep away
Mould distortion opening of exempting to rise causes external corner distortion not straight.The system reasonable stress, simple in structure, convenient to assemble and disassemble, recycling rate of waterused
Height, cost-effective, constructional column external corner is smooth straight, upright after form removal, and concrete formation impression quality is good.
Brief description of the drawings
The utility model is further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is that a kind of L-shaped of the utility model fills one of stereogram of reinforcement system of wall construction column template.
Fig. 2 is the two of the stereogram for the reinforcement system that a kind of L-shaped of the utility model fills wall construction column template.
Fig. 3 is the three of the stereogram for the reinforcement system that a kind of L-shaped of the utility model fills wall construction column template.
Fig. 4 is the top view for the reinforcement system that a kind of L-shaped of the utility model fills wall construction column template.
Fig. 5 is the structure diagram of the first Screw arbor with nut at both-ends and the second Screw arbor with nut at both-ends in the utility model.
Fig. 6 is the structure diagram that external angle formwork reinforces combined threaded rod in the utility model.
Fig. 7 is the structure diagram of mountain type card in the utility model.
Figure label explanation:
The horizontal main joist 12, second of the vertical secondary joist 11, first of reinforcement system 100, constructional column external angle formwork 10, external corner is horizontal
To main joist 13;
The horizontal main joist the 23, the 4th of the vertical secondary joist 21 of constructional column internal corner formwork 20, inner corner trim, the lumps of wood the 22, the 3rd is laterally main
Keel 24;
Pour passage 30;
External angle formwork reinforces combined threaded rod 40, reinforces screw rod 41, is fixed plate 42, through hole 421, the 3rd fixed fastener 43, convex
Platform 431, mounting hole 432, the 3rd locking piece 44, wing 441, adjusting set 45;
First Screw arbor with nut at both-ends 50, the first fixed section screw rod 51, the first seal ring 52, first removable section of screw rod 53, first limit
Position the 54, first fixed fastener 55 of set, the first locking piece 56;
Second Screw arbor with nut at both-ends 60, the second fixed section screw rod 61, the second seal ring 62, second removable section of screw rod 63, second limit
Position the 64, second fixed fastener 65 of set, the second locking piece 66.
Embodiment
The utility model is made with reference to specific embodiment and further being described in detail, but the structure of the utility model
It is not limited in following embodiments.
Please refer to Fig.1, shown in Fig. 2 and Fig. 4, a kind of reinforcement system of L-shaped filling wall construction column template of the utility model,
The reinforcement system 100 includes a constructional column external angle formwork 10 and a constructional column internal corner formwork 20, the constructional column external angle formwork
10 and the constructional column internal corner formwork 20 be oppositely arranged, form L-shaped filling wall and pour passage 30;The constructional column external corner mould
10 lateral surface of plate is fixed with the vertical secondary joist 11 of a plurality of external corners, wherein the two vertical secondary joists 11 of external corner are arranged on the construction
At the external corner of column external angle formwork 10, it is overlapped with respectively on the vertical secondary joist 11 of external corner of 10 both sides of constructional column external angle formwork multiple
Several first horizontal main joists 12 and a plurality of second horizontal main joists 13;20 medial surface of constructional column internal corner formwork is fixed with
A plurality of vertical secondary joists 21 of inner corner trim, wherein a vertical secondary joist 21 of inner corner trim is arranged on the moon of the constructional column internal corner formwork 20
At angle, a plurality of lumps of wood 22 are overlapped with the vertical secondary joist 21 of inner corner trim of 20 side of constructional column internal corner formwork;
The front end that the front end of each described second horizontal main joist 13 reinforces combined threaded rod 40 by external angle formwork is consolidated
Fixed, the rear end which reinforces combined threaded rod 40 is paid in adjacent described first by the front end lock of the first Screw arbor with nut at both-ends 50
The rear end of horizontal main joist 12, the rear end of first Screw arbor with nut at both-ends 50 are vertical by the inner corner trim that the lumps of wood 22 lock is paid in side
On secondary joist 21;The front end that the front end of each described first horizontal main joist 12 reinforces combined threaded rod 40 by external angle formwork carries out
Fixed, which reinforces the rear end of combined threaded rod 40 and is paid by the front end lock of the second Screw arbor with nut at both-ends 60 in adjacent described the
The rear end of two horizontal main joists 13, the rear end lock of second Screw arbor with nut at both-ends 60 are paid in the vertical secondary joist 21 of inner corner trim of opposite side
On.
Please refer to Fig.1, shown in Fig. 3 and Fig. 4, a kind of reinforcement system of L-shaped filling wall construction column template of the utility model,
The reinforcement system 100 includes a constructional column external angle formwork 10 and a constructional column internal corner formwork 20, the constructional column external angle formwork
10 and the constructional column internal corner formwork 20 be oppositely arranged, form L-shaped filling wall and pour passage 30;The constructional column external corner mould
10 lateral surface of plate is fixed with the vertical secondary joist 11 of a plurality of external corners, wherein the two vertical secondary joists 11 of external corner are arranged on the construction
At the external corner of column external angle formwork 10, it is overlapped with respectively on the vertical secondary joist 11 of external corner of 10 both sides of constructional column external angle formwork multiple
Several first horizontal main joists 12 and a plurality of second horizontal main joists 13;20 medial surface of constructional column internal corner formwork is fixed with
A plurality of vertical secondary joists 21 of inner corner trim, wherein a vertical secondary joist 21 of inner corner trim is arranged on the moon of the constructional column internal corner formwork 20
At angle, a plurality of three horizontal main dragons are overlapped with the vertical secondary joist 21 of inner corner trim of 20 both sides of constructional column internal corner formwork respectively
Bone 23 and a plurality of 4th horizontal main joists 24;
The front end that the front end of each described second horizontal main joist 13 reinforces combined threaded rod 40 by external angle formwork is consolidated
Fixed, the rear end which reinforces combined threaded rod 40 is paid in adjacent described first by the front end lock of the first Screw arbor with nut at both-ends 50
The rear end of horizontal main joist 12, the rear end of first Screw arbor with nut at both-ends 50 are paid in side by the described 3rd horizontal lock of main joist 23
The vertical secondary joist 21 of inner corner trim on;The front end of each described first horizontal main joist 12 reinforces combined threaded rod 40 by external angle formwork
Front end be fixed, the rear end which reinforces combined threaded rod 40 is paid in phase by the front end of the second Screw arbor with nut at both-ends 60 lock
The rear end of the described second adjacent horizontal main joist 13, the rear end of second Screw arbor with nut at both-ends 60 pass through the described 4th horizontal main joist
24 locks are paid on the vertical secondary joist 21 of inner corner trim of opposite side.
1) structure of Screw arbor with nut at both-ends:As shown in Figure 5:
First Screw arbor with nut at both-ends 50 and second Screw arbor with nut at both-ends 60 are Three-section water stop type Screw arbor with nut at both-ends, and described
One Screw arbor with nut at both-ends 50 includes one first fixed section screw rod 51, one first seal ring, 52, two first removable section of screw rods 53, two first limits
Position 54, two first fixed fasteners 55 of set and 3 first locking pieces 56, first seal ring 52 are sheathed on first fixed section
In screw rod 51, the both ends of the first fixed section screw rod 51 are connected with one end of two first removable section of screw rod 53, and described
One stop collar 54 is sheathed on one end of first removable section of screw rod 53, and first removable section of screw rod 53 of front end is worn successively
In the constructional column external angle formwork 10, the first horizontal main joist 12, first fixed fastener 55 and two described first
Locking piece 56, blocks the described first horizontal main joist 12, the external angle formwork reinforces combination spiral shell by first fixed fastener 55
The rear end of bar 40 is arranged between two first locking pieces 56;First removable section of screw rod 53 of rear end is arranged in institute successively
Constructional column internal corner formwork 20, the lumps of wood 22, another first fixed fastener, 55 and 1 first locking piece 56 are stated, by institute
State the first fixed fastener 55 and first locking piece 56 and pass through inner corner trim vertical secondary joist 21 of the lumps of wood 22 lock pair in side
On;
Second Screw arbor with nut at both-ends 60 include one second fixed section screw rod 61, one second seal ring 62, two second removable sections
Screw rod 63, two second stop collars 64, two second fixed fasteners 65 and 3 second locking pieces 66, second seal ring 62 are sheathed on
In the second fixed section screw rod 61, the both ends of the second fixed section screw rod 61 pass through two second stop collar, 64 and two institutes
State second removable section of screw rod 63 to connect, second removable section of screw rod 63 of front end is arranged in the constructional column external angle formwork successively
10th, the described second horizontal main joist 13,65 and two second locking piece 66 of the second fixed fastener, are consolidated by described second
Determine fastener 65 and block the described second horizontal main joist 13, the rear end that the external angle formwork reinforces combined threaded rod 40 is arranged in described in two
Between second locking piece 66;Second removable section of screw rod 63 of rear end is arranged in the constructional column internal corner formwork 20, another successively
One second fixed fastener, 65 and 1 second locking piece 66, by second fixed fastener 65 and second locking piece
Lock pays 66 on the vertical secondary joist 21 of inner corner trim of opposite side.
2) external angle formwork reinforces the structure of combined threaded rod:As shown in Figure 6 and Figure 7:
The external angle formwork, which reinforces combined threaded rod 40, includes a reinforcing screw rod 41, a fixed plate 42, one the 3rd fixed fastener
43rd, one the 3rd locking piece 44 and an adjusting set 45, the fixed plate 42 are equipped with a through hole 421, and the fixed plate 42 passes through institute
Through hole 45 is stated to be threaded through between two first locking pieces 56 or between two second locking pieces 66;The reinforcing screw rod 41
One end is fixedly connected with the fixed plate 42, and it is solid that the other end for reinforcing screw rod 41 is tiltedly through at the described 3rd successively from inside to outside
Determine fastener 43 and the adjusting set 45, the described first horizontal main joist 12 or described second is blocked by the 3rd fixed fastener 43
The front end of horizontal main joist 13, and locked by the 3rd locking piece 44;One end of the adjusting set 45 and the fixing card
Part 43 matches, and the other end of the adjusting set 45 matches with the locking piece 4.
(1) the 3rd fixed fastener 43 is mountain type card, and the one side of the mountain type card is plane, the another side of the mountain type card
For arc surface, a boss 431 is equipped with the middle part of the mountain type card, a mounting hole 432 is equipped with the boss 431;The reinforcing
Screw rod 1 is tiltedly through in the mounting hole 432, and one end of the adjusting set 45 matches with the boss 431;The mounting hole
432 aperture φ 1 and it is described reinforce screw rod 41 diameter phi 2 between difference be:10mm-15mm.The external angle formwork is reinforced
When in use, if the inclination angle of the reinforcing screw rod 41 is big, corresponding difference is just corresponding larger for combined threaded rod 40;It is if described
The inclination angle of reinforcing screw rod 41 is small, then corresponding difference just corresponds to smaller;Specific scope can be used according in work progress
Situation sets itself.
Mountain type card is to be locked at by locking piece on horizontal main joist, if horizontal main joist is double round steel pipes, should use mountain
The arc surface of type card pushes down horizontal main joist, and is locked by locking piece, and one end of locking piece is fixed in the plane of mountain type card;
If horizontal main joist is both sides' steel pipe or the lumps of wood, the plane of mountain type card should be used to push down horizontal main joist, and locked by locking piece
Tightly, one end of locking piece is fixed on the boss 431, and using boss structure, the contact surface of locking piece is boss when fixed
431, rather than the lug boss at mountain Xing Ka both ends, so contact is closer, and connection effect is more preferable.
(2) first locking piece 56, second locking piece 66 and the 3rd locking piece 44 are nut, the nut
Both sides be equipped with the wing 441 of a protrusion.Wing 441 is exactly the structure of a handle in fact, for preferably rotating.
(3) the reinforcing screw rod 41 forms one with the fixed plate 42 welding, tighter using welding, connection.
(4) the reinforcing screw rod 41 reinforces screw rod, first locking piece 56,66 and of the second locking piece for stainless steel
3rd locking piece 44 is stainless steel locking piece, first fixed fastener 55, second fixed fastener 65 and described
3rd fixed fastener 43 is stainless steel fixed fastener, and the fixed plate 42 is stainless steel fixed plate, resistance to using stainless steel material
Corrosion, service life length.
The operation principle of the utility model is as follows:
As shown in Figures 1 to 4, it is to be used for reinforcing constructional column external corner that the external angle formwork of the utility model, which reinforces combined threaded rod 40,
Template 10, can be used cooperatively with the first Screw arbor with nut at both-ends 50 and the second Screw arbor with nut at both-ends 60, carry out reinforcing constructional column internal corner formwork 20.In structure
Make and the vertical secondary joist 11 of an external corner is respectively pressed with the external corner of column external angle formwork 10, other positions are also pressed with the vertical secondary joist of external corner
11, the first horizontal horizontal main joist 13 of main joist 12 and second, the first horizontal main joist 12 are pressed with the vertical secondary joist 11 of external corner
Interlaced arrangement is overlapped about 13 in the both sides of the vertical secondary joist 11 of external corner with the second horizontal main joist, screw rod 41 is reinforced to reduce
Level angle, while the length for reinforcing screw rod 1 need to be controlled, it is unsuitable long.Such as:One first horizontal main joist 12 is pressed in constructional column sun
Wherein in one side of Angle formwork 10, the first horizontal main joist 13 are pressed on the another side of constructional column external angle formwork 10, a sun
Paid by the 3rd fixed fastener 43 and the 3rd lock one end for the reinforcing screw rod 41 that Angle formwork is reinforced in combined threaded rod 40
Part 44 is fixed on the front end of the first horizontal main joist 12, and the other end for reinforcing screw rod 41 passes through through hole 45 and second pair of drawing spiral shell
The front end of bolt 60 coordinates the rear end for being fixed on the second horizontal main joist 13, and the rear end lock pair of the second split bolt 60 is vertical in inner corner trim
On secondary joist 21;The one end for the reinforcing screw rod 41 that another external angle formwork is reinforced in combined threaded rod 40 is fixed by the described 3rd
Fastener 43 and the 3rd locking piece 44 are fixed on the front end of the second horizontal main joist 13, and the other end for reinforcing screw rod 41 leads to
The front end for crossing 45 and first split bolt 50 of through hole coordinates the rear end for being fixed on the first horizontal main joist 12, the first split bolt 50
Rear end by the lumps of wood 22 lock pay on the vertical secondary joist 21 of inner corner trim.
In conclusion the advantages of the utility model, is as follows:
Combined threaded rod, Screw arbor with nut at both-ends, the vertical secondary joist of external corner, the vertical secondary joist of inner corner trim, first are reinforced using external angle formwork
Horizontal main joist and the second horizontal main joist reinforce the constructional column external angle formwork and constructional column inner corner trim mould of L-shaped filling wall corner
After plate, the contact surface of construction column template and masonry structure horse tooth trough is tight using the closure of generous double faced adhesive tape, avoid causing to pour smash it is mixed
Spillage during solidifying soil;The external angle formwork that is interspersed on the horizontal main joist of two wall limb constructional column external angle formworks reinforces combined threaded rod to structure
Make column external angle formwork to be reinforced, reinforced without punching sleeve-penetrating combination wood stupefied and steel pipe locking on masonry structure, without adopting
Take extra auxiliary stopper device and measure;Using Three-section water stop type Screw arbor with nut at both-ends locking primary and secondary skeletal frame, form removal in constructional column
Afterwards, two of outside removable end screw rods can screw out recycling, and labor and material saving, can effectively avoid the mould distortion opening that rises and cause external corner
Distortion is not straight.The system reasonable stress, simple in structure, convenient to assemble and disassemble, high recycling rate is cost-effective, is constructed after form removal
Column external corner is smooth straight, upright, and concrete formation impression quality is good.
Although the foregoing describing specific embodiment of the present utility model, those familiar with the art should
Working as understanding, we are merely exemplary described specific embodiment, rather than for the limit to the scope of the utility model
Equivalent modification and change fixed, that those skilled in the art are made in the spirit according to the utility model, all should
Cover in the scope of the claimed protection of the utility model.
Claims (8)
- A kind of 1. reinforcement system of L-shaped filling wall construction column template, it is characterised in that:The reinforcement system includes constructional column sun Angle formwork and a constructional column internal corner formwork, the constructional column external angle formwork and the constructional column internal corner formwork are oppositely arranged, and are formed One L-shaped filling wall pours passage;The constructional column external angle formwork lateral surface is fixed with the vertical secondary joist of a plurality of external corners, wherein The two vertical secondary joists of external corner are arranged at the external corner of the constructional column external angle formwork, the sun of the constructional column external angle formwork both sides The a plurality of first horizontal main joists and a plurality of second horizontal main joists are overlapped with the vertical secondary joist in angle respectively;The constructional column Internal corner formwork medial surface is fixed with the vertical secondary joist of a plurality of inner corner trims, wherein a vertical secondary joist of inner corner trim is arranged on the construction At the inner corner trim of column internal corner formwork, a plurality of lumps of wood are overlapped with the vertical secondary joist of inner corner trim of the constructional column internal corner formwork side;The front end that the front end of each described second horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, the external corner Paid by the front end lock of the first Screw arbor with nut at both-ends in the described first adjacent horizontal main joist the rear end of formwork reinforcement combined threaded rod Rear end, the rear end of first Screw arbor with nut at both-ends are paid on the vertical secondary joist of inner corner trim of side by lumps of wood lock;It is each described The front end that the front end of first horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, which reinforces combination The rear end of screw rod is paid in the rear end of the described second adjacent horizontal main joist by the front end of the second Screw arbor with nut at both-ends lock, and described second The rear end lock of Screw arbor with nut at both-ends is paid on the vertical secondary joist of inner corner trim of opposite side.
- A kind of 2. reinforcement system of L-shaped filling wall construction column template as claimed in claim 1, it is characterised in that:Described first Screw arbor with nut at both-ends and second Screw arbor with nut at both-ends are Three-section water stop type Screw arbor with nut at both-ends, and first Screw arbor with nut at both-ends includes one first Fixed section screw rod, one first seal ring, two first removable section of screw rods, two first stop collars, two first fixed fasteners and 3 first Locking piece, first seal ring are sheathed in the first fixed section screw rod, the both ends and two of the first fixed section screw rod One end connection of first removable section of screw rod, first stop collar is sheathed on one end of first removable section of screw rod, preceding First removable section of screw rod at end is arranged in the constructional column external angle formwork, the first horizontal main joist, described in one successively First fixed fastener and two first locking pieces, the described first horizontal main joist is blocked by first fixed fastener, described The rear end that external angle formwork reinforces combined threaded rod is arranged between two first locking pieces;First removable section of screw rod of rear end The constructional column internal corner formwork, the lumps of wood, another first fixed fastener and first locking piece are arranged in successively, Paid by first fixed fastener and first locking piece by lumps of wood lock on the vertical secondary joist of inner corner trim of side;Second Screw arbor with nut at both-ends includes one second fixed section screw rod, one second seal ring, two second removable section of screw rods, two second Stop collar, two second fixed fasteners and 3 second locking pieces, second seal ring are sheathed in the second fixed section screw rod, The both ends of the second fixed section screw rod are connected by two second stop collars with two second removable section of screw rod, front end Second removable section of screw rod is arranged in the constructional column external angle formwork, the second horizontal main joist, one described second successively Fixed fastener and two second locking pieces, the described second horizontal main joist, the external corner are blocked by second fixed fastener The rear end of formwork reinforcement combined threaded rod is arranged between two second locking pieces;Second removable section of screw rod of rear end is successively The constructional column internal corner formwork, another second fixed fastener and second locking piece are arranged in, is consolidated by described second Determine fastener and second locking piece lock is paid on the vertical secondary joist of inner corner trim of opposite side.
- A kind of 3. reinforcement system of L-shaped filling wall construction column template as claimed in claim 2, it is characterised in that:The external corner Formwork reinforcement combined threaded rod includes one and reinforces screw rod, a fixed plate, one the 3rd fixed fastener, one the 3rd locking piece and an adjusting Set, the fixed plate are equipped with a through hole, the fixed plate be threaded through by the through hole between two first locking pieces or Between two second locking pieces;Described one end for reinforcing screw rod is fixedly connected with the fixed plate, described to reinforce the another of screw rod One end is tiltedly through at the 3rd fixed fastener and the adjusting set successively from inside to outside, is blocked by the 3rd fixed fastener described The front end of first horizontal main joist or the second horizontal main joist, and locked by the 3rd locking piece, the adjusting set One end match with the 3rd fixed fastener, the other end of the adjusting set matches with the 3rd locking piece.
- A kind of 4. reinforcement system of L-shaped filling wall construction column template as claimed in claim 3, it is characterised in that:Described 3rd Fixed fastener is mountain type card, and the one side of the mountain type card is plane, and the another side of the mountain type card is arc surface, in the mountain type card A boss is equipped with portion, a mounting hole is equipped with the boss;The reinforcing screw rod is tiltedly through in the mounting hole, the adjusting One end of set matches with the boss;The aperture of the mounting hole and it is described reinforce screw rod diameter between difference be: 10mm-15mm。
- A kind of 5. reinforcement system of L-shaped filling wall construction column template as claimed in claim 3, it is characterised in that:Described first Locking piece, second locking piece and the 3rd locking piece are nut, and the both sides of the nut are equipped with the wing of a protrusion Portion.
- A kind of 6. reinforcement system of L-shaped filling wall construction column template as claimed in claim 3, it is characterised in that:The reinforcing Screw rod welds to form one with the fixed plate.
- A kind of 7. reinforcement system of L-shaped filling wall construction column template as claimed in claim 3, it is characterised in that:The reinforcing Screw rod reinforces screw rod for stainless steel, and first locking piece, second locking piece and the 3rd locking piece are stainless steel Locking piece, first fixed fastener, second fixed fastener and the 3rd fixed fastener are stainless steel fixed fastener, The fixed plate is stainless steel fixed plate.
- A kind of 8. reinforcement system of L-shaped filling wall construction column template, it is characterised in that:The reinforcement system includes constructional column sun Angle formwork and a constructional column internal corner formwork, the constructional column external angle formwork and the constructional column internal corner formwork are oppositely arranged, and are formed One L-shaped filling wall pours passage;The constructional column external angle formwork lateral surface is fixed with the vertical secondary joist of at least four external corners, wherein The two vertical secondary joists of external corner are arranged at the external corner of the constructional column external angle formwork, the sun of the constructional column external angle formwork both sides The a plurality of first horizontal main joists and a plurality of second horizontal main joists are overlapped with the vertical secondary joist in angle respectively;The constructional column Internal corner formwork medial surface is fixed with the vertical secondary joist of at least three inner corner trims, wherein a vertical secondary joist of inner corner trim is arranged on the construction At the inner corner trim of column internal corner formwork, a plurality of are overlapped with the vertical secondary joist of inner corner trim of the constructional column internal corner formwork both sides respectively Three horizontal main joists and a plurality of 4th horizontal main joists;The front end that the front end of each described second horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, the external corner Paid by the front end lock of the first Screw arbor with nut at both-ends in the described first adjacent horizontal main joist the rear end of formwork reinforcement combined threaded rod Rear end, the rear end of first Screw arbor with nut at both-ends pay the vertical secondary joist of inner corner trim in side by the described 3rd horizontal main joist lock On;The front end that the front end of each described first horizontal main joist reinforces combined threaded rod by external angle formwork is fixed, the external corner Paid by the front end lock of the second Screw arbor with nut at both-ends in the described second adjacent horizontal main joist the rear end of formwork reinforcement combined threaded rod Rear end, the rear end of second Screw arbor with nut at both-ends are paid in the vertical secondary joist of inner corner trim of opposite side by the described 4th horizontal main joist lock On.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721244616.9U CN207314835U (en) | 2017-09-26 | 2017-09-26 | A kind of reinforcement system of L-shaped filling wall construction column template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721244616.9U CN207314835U (en) | 2017-09-26 | 2017-09-26 | A kind of reinforcement system of L-shaped filling wall construction column template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207314835U true CN207314835U (en) | 2018-05-04 |
Family
ID=62384303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721244616.9U Active CN207314835U (en) | 2017-09-26 | 2017-09-26 | A kind of reinforcement system of L-shaped filling wall construction column template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207314835U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107700836A (en) * | 2017-09-26 | 2018-02-16 | 福建建工集团有限责任公司 | A kind of reinforcement system and construction method of L-shaped filling wall construction column template |
-
2017
- 2017-09-26 CN CN201721244616.9U patent/CN207314835U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107700836A (en) * | 2017-09-26 | 2018-02-16 | 福建建工集团有限责任公司 | A kind of reinforcement system and construction method of L-shaped filling wall construction column template |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107700836A (en) | A kind of reinforcement system and construction method of L-shaped filling wall construction column template | |
CN108678258A (en) | Large span hemispherical armored concrete dome structure and its construction method | |
CN206903215U (en) | Girder with rolled steel section en cased in concrete is without scaffold formwork | |
CN209482591U (en) | Prefabricated molds shell structure column construction structure | |
CN206616862U (en) | Formwork root bracing means | |
CN208455910U (en) | Large span hemispherical armored concrete dome structure and its template system | |
CN209633298U (en) | The prefabricated shell mold molding die of constructional column | |
CN106760502A (en) | Shear wall end cylinder construction method | |
CN106182364A (en) | A kind of detachable steel core and the method making pre-stressed concrete hollow beam | |
CN207314835U (en) | A kind of reinforcement system of L-shaped filling wall construction column template | |
CN208441304U (en) | A kind of LH assembled cast-in-place concrete shear wall is with exempting from demoulding shell | |
CN207812307U (en) | The construction system of Cable stayed Bridge Main Tower and steel anchor beam | |
CN113530086A (en) | Column steel bar keel and supporting system thereof | |
CN104453235B (en) | Current conversion station fire wall construction technology | |
CN205444893U (en) | Template system is pour to rectangle post structure | |
CN207363019U (en) | Concrete-filled steel tubular frame structure non-dismantling formwork fills wall and steel pipe anchor connector | |
CN214658883U (en) | Intercepting device for concrete with different grades at node of beam column | |
CN106499180B (en) | A kind of novel exterior sheathing is reinforced and external scaffolding drawknot device and its construction method | |
CN211622120U (en) | Improve constructional column structure of top quality of pouring | |
CN205502576U (en) | A sealed reinforcing apparatus that is used for concrete side column seam position template | |
CN107939094A (en) | Conical concrete construction of funnel method | |
CN207245186U (en) | Basement floor stent | |
CN107100324A (en) | It is a kind of to strengthen punch reinforced beam bearing capacity and the device of anti-seismic performance | |
CN207296115U (en) | A kind of cast-in-situ floor high accuracy positioning control system | |
CN208586761U (en) | A kind of steel core concrete column ring beam joint |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20200930 Address after: 350000, 36 floor, landmark 89, 54 Road, Gulou District, Fujian, Fuzhou Patentee after: FUJIAN JIANGONG GROUP Co.,Ltd. Patentee after: Fujian Construction Engineering Group Co., Ltd Address before: 350000, 36 floor, landmark 89, 54 Road, Gulou District, Fujian, Fuzhou Patentee before: FUJIAN JIANGONG GROUP Co.,Ltd. |
|
TR01 | Transfer of patent right |