CN207999064U - Lightgage steel joist type corner wall mould reinforcement system - Google Patents
Lightgage steel joist type corner wall mould reinforcement system Download PDFInfo
- Publication number
- CN207999064U CN207999064U CN201820254642.8U CN201820254642U CN207999064U CN 207999064 U CN207999064 U CN 207999064U CN 201820254642 U CN201820254642 U CN 201820254642U CN 207999064 U CN207999064 U CN 207999064U
- Authority
- CN
- China
- Prior art keywords
- whippletree
- angle
- bolt
- shaped
- wall mould
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 82
- 239000010959 steel Substances 0.000 title claims abstract description 82
- 230000002787 reinforcement Effects 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 230000006835 compression Effects 0.000 claims abstract description 22
- 238000007906 compression Methods 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 claims abstract description 9
- 238000003825 pressing Methods 0.000 claims description 24
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 21
- 238000005452 bending Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 2
- 230000007306 turnover Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000009527 percussion Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of lightgage steel joist type corner wall mould reinforcement systems, and the clipping type fastening to the vertical back cord of corner wall mould is formed by multiple back cord reinforcing frames being vertically spaced apart;Back cord reinforcing frame includes more whippletrees;On the corner the whippletree front end in adjacent two whippletree is connected to another outer whippletree side, and the two adjacent whippletrees mutually abutted ensure that device is fixedly connected into orthogonal state by right angle;In addition to corner, orthogonal two adjacent whippletree is by angle to drawing device to reinforce;Parallel two whippletree is by parallel to drawing device tension and compression locking;Right angle ensures that device includes square angle bar ontology, and two right-angle sides of square angle bar ontology are fixed on by the first T-bolt and the lock screw fitting worn on the lateral surface of corresponding whippletree.It is preferred that whippletree is made of two light steel of C-shaped arranged side by side.The utility model has the beneficial effects that reinforcing frame right angle guarantee property is good, integral rigidity is good, intensity is high;Take tear open it is easy to operate, take tear open it is efficient;And other not damaged component hidden danger of turnover, construction cost are low.
Description
Technical field
The utility model is related to a kind of formwork reinforcement system, more particularly to a kind of lightgage steel joist type corner wall mould reinforcing body
System.
Background technology
In building construction process, need use template erection support column or wall die cavity, template by vertical back cord by
The reinforcement system banding that reinforcing frame is constituted is fixed.To meet modern construction requirement, reinforcing frame do not need only to have sufficient intensity with
There is provided safety guarantee, meanwhile, should also easy disassembly, so as to the turnover of reuse, to reduce construction cost.It is currently used for
The reinforcement system of corner wall mould is usually all reinforced by whippletree by tensing, and reinforcing mode includes voussoir locking, locked to drawing or oblique pull
It is tight etc..But two adjacent whippletrees are not to form abutting relation or bearing surface is limited only to whippletree section in existing reinforcing body frame,
Adjacent whippletree is difficult to ensure in fastener cycle to be mutually perpendicular to, or to pulling process limited space, is easy to cause in corner wall mould
Two should orthogonal template face verticality be difficult to ensure, cause the walls shape after pouring irregular.For this reason, it may be necessary into
Row improves.
Invention content
The purpose of this utility model is in view of the deficiencies of the prior art, to provide a kind of lightgage steel joist type corner wall mould reinforcing body
System, the reinforcement system are formed by multiple back cord reinforcing frames and embrace formula fastening to the hoop of the vertical back cord of corner wall mould, and adjacent whippletree is logical
It crosses right angle and ensures that device connects drawing device with angle, angle is to drawing device to form drawing and pressing type to pulling seat, thread and locking nut by angle
It is locked.Effectively to ensure that two adjacent forms of corner wall mould are mutually perpendicular to, to make the concrete corner metope after pouring
It is regular.Its is simple in structure, and the banding intensity of reinforcing frame is good;And angle is set up to drawing device tension or disassembling section space is big, it is adjacent
Angle is easy to operate to drawing device assembly and disassembly operations not interfere with each other, and without carrying out the percussion generic operation such as voussoir locking mode, keeps away
Exempt to occur surprisingly sliding and existing security risk or banding change in location in locking or disassembly process.
To realize foregoing purpose, the utility model adopts the following technical solution.
A kind of lightgage steel joist type corner wall mould reinforcement system is formed by multiple back cord reinforcing frames being vertically spaced apart to turning
The clipping type of the vertical back cord of angle wall mould fastens;Back cord reinforcing frame includes more whippletrees;On the corner in adjacent two whippletrees
A whippletree front end be connected to another outer whippletree side, the two adjacent whippletrees mutually abutted pass through right angle ensure device fix connect
It is connected into orthogonal state;In addition to corner, the orthogonal two adjacent whippletree is by angle to drawing device to reinforce;It is equal
Two whippletree of row is by parallel to drawing device tension and compression locking;The right angle ensures that device includes square angle bar ontology, square angle
Two right-angle sides of iron ontology are fixed on by the first T-bolt and the lock screw fitting worn on the lateral surface of corresponding whippletree.
Using the utility model of preceding solution, since the adjacent whippletree of reinforcing frame constitutes abutting state by one end,
And ensureing that device ensures the two in the state that is mutually perpendicular to by right angle, parallel two whippletree is by parallel to drawing device tension and compression to lock
Tightly, in addition to corner, orthogonal two adjacent whippletree is reinforced by angle to drawing device to form tension again, and angle is to drawing device to be inclined cross two
On the right-angle side of person, three forms and is combined to form stable triangular structure, so as to effectively ensure to be used to form corner wall
Two side templates in face are mutually perpendicular to, so that it is guaranteed that the concrete corner metope after pouring is regular;Meanwhile angle is to drawing device to pass through tension and compression
Locking mode is locked, and can effectively improve the banding intensity of reinforcing frame.Its is simple in structure, angle to draw device, it is parallel to draw device draw
It tightly sets up or disassembling section space is big, assembly and disassembly operations is not interfere with each other, easy to operate, and without carrying out such as voussoir locking mode
Percussion generic operation, avoid occurring in locking or disassembly process unexpected slide and existing security risk or banding change in location.
Preferably, the right angle ensures that device is located on the outside of back cord reinforcing frame.So that it is guaranteed that right angle ensure that device is connected firmly can
Lean on, reinforcing rib preferably be set between two right-angle sides of square angle bar ontology, with improve square angle bar ontology rigidity and
Intensity;And right angle ensures that device is located on the outside of back cord reinforcing frame, so that reinforcing frame forms the smooth inner wall being directly connected on back cord
On, reduce reinforcing frame area, reduce material consumption, reduce construction cost, and ensures that right angle ensures that device assembly and disassembly operations is spatially located at
It outside reinforcing frame, is convenient to mount and dismount, improves construction efficiency.Preferably, the T forming heads of the first T-bolt are in the form of a column structure.With by simple
Structure reduce by the manufacture difficulty of first T-bolt, improve manufacture efficiency, reduce manufacturing cost.Such as using casting, squeeze or
Other are integrally formed mode, or are welded together by two column rod pieces.
It is further preferred that being fixedly connected with the spiral shell across corresponding whippletree on a right-angle side of the square angle bar ontology
Bar is set with pressing plate on screw rod, and it is clamping on corresponding whippletree that right angle ensures that device is locked by the pressing plate and panel nut;Wherein,
Pressing plate is in snap-gauge shape, and pressing plate is fastened on by card slot on the whippletree.Further utilize the fastness of pressing plate enhancing connection, and profit
The restriction to whippletree width direction is formed with pressure board groove sidewall, especially suitable for the whippletree being made of two shaped steel arranged side by side.
Still more preferably, the upper lower edge of two right-angle side of square angle bar ontology is formed with flange, so that two is straight
The arm of angle is respectively formed channel steel shape, and the slot bottom fitting of right-angle side is fixed on the lateral surface of corresponding whippletree, is made of the flange straight
Arm of angle groove sidewall is fastened on the upper and lower side of corresponding whippletree.To ensure that right angle ensures that device is suitable for whippletree by the light steel structure of single C-shaped
At situation.
Preferably, to drawing device including two angles to pulling seat, two angles are respectively provided at two corresponding institutes to pulling seat at the angle
It states on whippletree;Angle forms a fixed connection to pulling seat by tension and compression locking mode and the whippletree, and two angles pass through screw thread to pulling seat
Pull rod and the first locking nut form drawing and pressing type and are locked.With using the good T-bolt of structural strength improve angle to pulling seat with
Connection reliability between whippletree and fastness;And increase contact surface of the angle to pulling seat and whippletree using the card slot of strap clamp type pedestal
Product improves the stability that angle connect pulling seat with whippletree.Preferably, the inclined direction of bearing seat is 45 degree, to ensure adjacent whippletree
Equal pressing force is born, further ensures that the stability of adjacent whippletree plumbness.
It is further preferred that the angle includes strap clamp type pedestal to pulling seat, strap clamp type pedestal is fastened on correspondence by card slot
On the outside of the whippletree;It is tiltedly outward extended with bearing seat on strap clamp type chassis outer side face, is formed on bearing seat and wears the screw thread
The perforation of pull rod, the aperture end face of perforation constitute the loading end for accepting first locking nut;It is worn on the strap clamp type pedestal
If there are two the second T-bolt, the T forming heads of the second T-bolt are fastened in the card slot of the corresponding whippletree;The angle is to drawing
Seat is fixedly connected on by the lock nut being screwed on second T-bolt on the corresponding whippletree;The whippletree card
It closes in the card slot of strap clamp type pedestal.To improve connection of the angle between pulling seat and whippletree using the good T-bolt of structural strength
Reliability and fastness;And increase contact area of the angle to pulling seat and whippletree using the card slot of strap clamp type pedestal, angle is improved to drawing
The stability that seat is connect with whippletree.Preferably, the inclined direction of bearing seat is 45 degree, to ensure that adjacent whippletree bears equal compression
Power further ensures that the stability of adjacent whippletree plumbness.Preferably, the second T-bolt uses the identical knot of the first T-bolt
Structure, to reduce manufacturing cost.
Still more preferably, the bearing seat has from strap clamp type base width direction part outstanding, strap clamp type bottom
Inwardly projection has positioning gear tongue on the card slot slot bottom of seat;The whippletree is made of two light steel of C-shaped arranged side by side, and the light steel of C-shaped is opened
Mouth is located on the inside of whippletree, and two light steel of C-shaped are located at the both sides up and down of the positioning gear tongue;Wear wearing for the thread
Hole has the part being formed on the positioning gear tongue;The thread diameter is less than or equal to positioning gear tongue thickness.So as to
The composite structure that whippletree is made of two light steel of C-shaped, between angle is inserted in the two light steel of C-shaped arranged side by side to the positioning of pulling seat gear tongue, spiral shell
Line pull rod is passed through from the gap between the light steel of two C-shapeds, can effectively avoid the perforation that thread is arranged through on the light steel of C-shaped,
Ensure the light hardness of steel of C-shaped, or under just as strength condition, the light steel wall thickness of C-shaped is reduced, to mitigate weight;And it can be further sharp
The limitation that expands outwardly is formed to the light steel of root C-shaped with the cell wall for forming card slot on strap clamp type pedestal, it is ensured that whippletree integral rigidity and
Intensity.
Still further preferably, the positioning gear tongue also has the extended segment to extension on the inside of whippletree, extended segment width small
Tongue width is kept off in positioning, extended segment distal end is equipped with connection bolt, and connection bolt is from constituting the light steel two side of C-shaped of whippletree successively
Across two light steel of C-shaped arranged side by side, and it is fixed on whippletree by nut;The C-shaped two side upper edge of the light steel of C-shaped is long
A plurality of the first strip-shaped hole for wearing the connection bolt is distributed on degree direction.With by connecting bolt by the light steel bolt of two C-shapeds
Positioning gear tongue both sides of the angle to pulling seat are connected on, so that three is formed an entirety in the width direction of whippletree, further to pass through
Three is fixed together the strap clamp type pedestal and T-bolt of pulling seat by angle, and in terms of two and both direction provides angle
To the connection reliability of pulling seat, fastness and stability.
Still more preferably, the light steel of the C-shaped constitutes rectangular channel steel construction, bottom by bottom flat section and two side section
Flat segments and side wall sections are respectively formed the cross-sectional width and height of the light steel of C-shaped, and bottom flat section is divided along the length direction of light steel
Several the second strip-shaped holes for wearing second T-bolt are furnished with, side wall sections are extended from bottom flat section to side, side wall sections end
End is formed with the supporting section to bend inwards, and supporting section is parallel with bottom flat section, and supporting section has the fold-back towards bottom back bending
Section.To increase intensity from C-channel steel self structure, and connection of the whippletree with angle to drawing device is improved by multiple second strip-shaped holes
The controllability of convenience and link position, preferably, the cross-sectional width of C-channel steel are less than depth of section, to further enhance knot
Structure intensity.
Still further preferably, it is formed with the concave section inwardly recycled in the middle part of the side wall sections.Further utilize indent
Duan Zengjia intensity, and easily bolt head and nut can be hidden in groove, it avoids in whippletree in circular flow, because of bolt
Head or nut is exposed and other components that collide with, reduces or eliminates turnover loss hidden danger.
Preferably, it is described it is parallel to draw device include parallel Screw arbor with nut at both-ends, parallel Screw arbor with nut at both-ends both ends are installed with to tension and compression plate,
It is in snap-gauge shape to tension and compression plate, tension and compression plate is resisted against by the locking of the second locking nut on back cord reinforcing frame side.
The utility model has the beneficial effects that reinforcing frame right angle guarantee property is good, integral rigidity is good, intensity is high;It takes and tears operation open
It is convenient, take tear open it is efficient;And other not damaged component hidden danger of turnover, construction cost are low.
Description of the drawings
Fig. 1 is the structural representation axonometric drawing of the utility model.
Fig. 2 is the structural representation axonometric drawing of reinforcing frame in the utility model.
Fig. 3 is that the right angle of the first structure type in the utility model ensures the structural representation axonometric drawing of device.
Fig. 4 is that the right angle of the first structure type in the utility model ensures that the structural representation axis in another direction of device is surveyed
Figure.
Fig. 5 is that the right angle of second of structure type in the utility model ensures the structural representation axonometric drawing of device.
Fig. 6 is that the right angle of second of structure type in the utility model ensures device structural schematic diagram.
Fig. 7 be in the utility model angle to draw device structural representation axonometric drawing.
Fig. 8 be in the utility model angle to drawing the structural representation axonometric drawing in device another direction.
Fig. 9 be in the utility model angle to the structural representation axonometric drawing of pulling seat.
Figure 10 be in the utility model angle to the structural representation axonometric drawing in another direction of pulling seat.
Figure 11 be in the utility model angle to the structural representation front view of pulling seat.
Figure 12 is A-A sectional views in the utility model Figure 11.
Figure 13 is the structural representation axonometric drawing of the light steel of C-shaped in the utility model.
Figure 14 is the sectional schematic diagram of the light steel of C-shaped in the utility model.
Figure 15 is the parallel structural representation axonometric drawing to drawing device in the utility model.
Figure 16 is the parallel structural representation front view to drawing device in the utility model.
Figure 17 is that the right angle of the third structure type in the utility model ensures the structural representation axonometric drawing of device.
Figure 18 is that the right angle of the third structure type in the utility model ensures the structural schematic diagram of device.
Specific implementation mode
The utility model will be further described below with reference to the accompanying drawings, but the utility model is not therefore limited in institute
Among the scope of embodiments stated.
Embodiment 1, referring to Fig. 1, Fig. 2, a kind of lightgage steel joist type corner wall mould reinforcement system is vertically spaced apart by multiple
Back cord reinforcing frame 100 formed the clipping type of the vertical back cord of corner wall mould 200 fastened;200 inside of vertical back cord is resisted against mould
On plate 300;Back cord reinforcing frame 100 includes more whippletrees 110;On the corner before the whippletree 110 in adjacent two whippletrees
End is connected to another 110 side of outer whippletree, and the two adjacent whippletrees 110 mutually abutted ensure that device 120 is fixed by right angle and connect
It is connected into orthogonal state;In addition to corner, the orthogonal two adjacent whippletree 110 is by angle to drawing device 130 to add
Gu;Parallel two whippletree 110 is by parallel to drawing 140 tension and compression of device locking;The right angle ensures that device 120 includes square angle
Two right-angle sides of iron ontology 121, square angle bar ontology 121 are pasted by the first T-bolt 122 and lock screw 123 worn
Conjunction is fixed on the lateral surface of corresponding whippletree 110.
Referring to Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, Figure 11, Figure 12, Figure 13, Figure 14, Figure 15, Figure 16, and
In conjunction with Fig. 1, Fig. 2, wherein the right angle ensures that device 120 is located at 100 outside of back cord reinforcing frame;Right angle ensures that device 120 includes right angle
Shape angle bar ontology 121 is integrally formed or is welded with reinforcing rib 121a between two right-angle sides of square angle bar ontology 121, is reinforced
Muscle 121a is equipped with and is distributed in the three of both sides of the edge and middle part, and two right-angle sides of square angle bar ontology 121 are by wearing
First T-bolt 122 and the fitting of lock screw 123 are fixed on the lateral surface of corresponding whippletree 110;The T of first T-bolt 122
Forming head is in the form of a column structure.
Wherein, the angle includes two angles to pulling seat 131 to drawing device 130, two angles to pulling seat 131 be respectively provided at two it is right
On the whippletree 110 answered;Angle forms a fixed connection to pulling seat 131 by tension and compression locking mode and the whippletree 110, two angles
Drawing and pressing type is formed to pulling seat 131 by thread 132 and the first locking nut 133 to be locked;Angle includes card to pulling seat 131
Template pedestal 131a, strap clamp type pedestal 131a are fastened on 110 outside of the corresponding whippletree by card slot;Outside strap clamp type pedestal 131a
It is tiltedly outward extended with bearing seat 131b on side, the perforation for wearing the thread 132 is formed on bearing seat 131b, perforates
Axis and card slot bottom surface be in 45 degree angles in the horizontal plane, the aperture end face of perforation constitutes undertaking first locking nut
133 loading end;Second T-bolt 134 there are two being worn on strap clamp type pedestal 131a, the T forming head cards of the second T-bolt 134
It closes in the card slot of the corresponding whippletree 110;Angle passes through the locking that is screwed on second T-bolt 134 to pulling seat 131
Nut 136 is fixedly connected on the corresponding whippletree 110;Whippletree 110 is fastened in the card slot of strap clamp type pedestal 131a;Carrying
Seat 131b has inwardly to dash forward from strap clamp type pedestal 131a width directions part outstanding, the card slot slot bottom of strap clamp type pedestal 131a
Stretching has positioning gear tongue 131c;It is described parallel to drawing device 140 to include parallel Screw arbor with nut at both-ends 141, the installing of 141 both ends of parallel Screw arbor with nut at both-ends
Have to tension and compression plate 142, be in snap-gauge shape to tension and compression plate 142, institute is resisted against by the locking of the second locking nut 143 to tension and compression plate 142
It states on 100 side of back cord reinforcing frame.
Wherein, whippletree 110 is made of the light steel of two C-shapeds arranged side by side 111, and the opening of the light steel of C-shaped 111 is located on the inside of whippletree,
The light steel of two C-shapeds 111 is located at the both sides up and down of the positioning gear tongue 131c;Wear the perforation tool of the thread 132
There is the part being formed on the positioning gear tongue 131c;It is thick that 132 diameter of the thread is less than or equal to positioning gear tongue 131c
Degree, the composite structure being made of the light steel of two C-shapeds 111 to make whippletree 110 be formed, angle are inserted in the positioning gear tongue 131c of pulling seat
Between the light steel of two arranged side by side C-shapeds 111, thread 132 is passed through from the gap between the light steel of two C-shapeds 111;Positioning gear tongue 131c is also
With the extended segment 131d to extension on the inside of whippletree, extended segment 131d width is less than positioning gear tongue 131c width, extended segment 131d
Distal end is equipped with connection bolt 135, and connection bolt 135 is sequentially passed through from light 111 two side of steel of C-shaped for constituting whippletree described in two
The light steel 111 of C-shaped arranged side by side, and be fixed on whippletree 110 by nut;The C-shaped two side upper edge length of the light steel of the C-shaped 111
A plurality of the first strip-shaped hole 111a for wearing the connection bolt 135 is distributed on direction;Bolt 135 is connected by two light steel of C-shaped
111 bolts, to the both sides positioning gear tongue 131c of pulling seat, make three form an entirety in the width direction of whippletree at angle.
Wherein, the light steel 111 of C-shaped constitutes rectangular channel steel construction by bottom flat section 111b and two side section 111c, and bottom is flat
Straight section 111b and side wall sections 111c is respectively formed the cross-sectional width and height of the light steel of C-shaped 111, and bottom flat section 111b is along light steel
The second strip-shaped hole 111g that several wear second T-bolt 134 is distributed in direction in length, and side wall sections 111c is put down by bottom
Straight section 111b extends to side, and the ends side wall sections 111c are formed with the supporting section 111d to bend inwards, supporting section 111d and bottom
Flat segments 111b is parallel, and supporting section 111d has the fold-back section 111e towards bottom back bending;It is formed in the middle part of side wall sections 111c oriented
The concave section 111f of interior recycling;Convenient for the bolt head and nut that connect bolt 135 are hidden in groove.Second T-bolt 134
T forming heads 134a be in the form of a column structure, the second T-bolt 134 is welded together by two column rod pieces, one of column rod piece constitute
T forming heads 134a, another cylindrical component constitute threaded shank portion, and a diameter is also welded on T forming heads 134a less than T forming heads 134a's
Thin bar 134b, thin bar 134b length are more than the cylindrical component length of T forming heads 134a, and the second T-bolt 134 is light by C-shaped
The limitation that 111 side wall of steel turns round thin bar 134b around the second T-bolt 134 forms the limitation rotated to the second T-bolt 134.
First T-bolt 122 is identical as 134 structure of the second T-bolt, and the first T-bolt 122 is by light 111 side wall of steel of C-shaped to thin bar
Around the limitation of 122 threaded shank axis of the first T-bolt revolution, to form the limitation rotated to the first T-bolt 122.Except position
Ensure outside device 120 in the right angle of wall mould interior angle, right angle ensures fixed on a right-angle side of the square angle bar ontology 121 of device 120
It is connected with the screw rod 124 across corresponding whippletree 110, screw rod 124 is from the gap between the light steel of two C-shapeds that constitute corresponding whippletree 111
It passes through, is set with pressing plate 125 on screw rod 124, pressing plate 125 is pressed in the open side of the light steel of C-shaped 111, and right angle ensures that device 120 passes through this
Pressing plate 125 and panel nut 126 are locked clamping on corresponding whippletree 110;It is formed on one right-angle side of square angle bar ontology 121
Have and is inserted into the plate 121b that another pair answers gap between the light steel 111 of two C-shapeds of whippletree;Wherein, pressing plate 125 is in snap-gauge shape, pressing plate
125 are fastened on by card slot on the whippletree 110, and 125 middle part of pressing plate is formed with block tongue 125a, and block tongue 125a, which is located at, constitutes whippletree
The light steel of two C-shapeds 111 between gap in.Ensure device 120 positioned at the right angle of wall mould interior angle, square angle bar ontology 121
Two right-angle sides are respectively formed on the plate 121b in gap between the light steel 111 of two C-shapeds for being inserted into corresponding whippletree, and two plate 121b are formed
Integral structure;The right angle of the structure type ensures that device 120 is not required to setting screw rod 124.
Wherein, parallel to drawing 125 structure of pressing plate to tension and compression plate 142 and angle guarantee device of device 140 just as to tension and compression plate
Block tongue on 142 is located in the gap between the light steel of two C-shapeds 111 for constituting whippletree.In addition, the first locking nut 133 and second
143 structure of locking nut is identical, including nut body, and nut body back segment both sides are outward extended with force application arm, force application arm end
Side is formed with convex block, and nut body tail end is in hex nut structure, force application arm and two convex blocks and hex nut structure three's shape
Integral mountain font;First locking nut 133 is resisted against by nut body front end on the loading end of bearing seat 131b;Second lock
Tight nut 143 is resisted against by nut body front end on 100 side of back cord reinforcing frame.
In the present embodiment, two orthogonal cylindrical rods can also adopt in the first T-bolt 122 and the second T-bolt 134
It is integrally formed with casting, extruding or other integrated molding modes, meanwhile, thin bar section also can be integrally formed at the column for constituting T forming heads
On shape rod piece.
Embodiment 2, referring to Figure 17, Figure 18, the upper lower edge of described 121 liang of right-angle sides of square angle bar ontology is formed with flange
121c, so that two right-angle sides are respectively formed channel steel shape, the slot bottom fitting of right-angle side is fixed on the lateral surface of corresponding whippletree 110, turns over
The right-angle side groove sidewall that side 121c is constituted is fastened on the upper and lower side of corresponding whippletree 110, and the correspondence side wall of two right-angle sides forms one
Body;The whippletree 100 is made of the light steel of the single C-shaped 111;What is formed on one right-angle side of square angle bar ontology 121 inserts
Plate 121b is inserted into another pair and answers on the bottom flat section 111b of the light steel of the C-shaped of whippletree 1111 for wearing the first T-bolt 134
In second strip-shaped hole 111g;The angle to the positioning gear tongue 131c cooperations on pulling seat 131 the light steel of C-shaped 111 bottom flat section
111b is upper for wearing in the second strip-shaped hole 111g of the first T-bolt 134;The card at 125 middle part of pressing plate being set on screw rod 124
Tongue 125a is fastened in the C-shaped fluting of the light steel of C-shaped 111.
Remaining structure of the present embodiment is same as Example 1, and details are not described herein.
In the present embodiment, plate 121b can not be formed in a right-angle side of angular angle bar ontology 121;In corresponding pressing plate 125
The block tongue 125a in portion is without setting;It is respective parallel to be not provided with block tongue to what tension and compression plate 142 and angle ensured device to draw device 140
125 structure of pressing plate of 125a just as.
The preferred embodiment of the utility model described in detail above.It should be appreciated that the ordinary skill people of this field
Member according to the present utility model can conceive without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff passes through logic analysis, reasoning or limited reality on the basis of existing technology according to the design of the utility model in domain
Available technical solution is tested, it all should be in the protection domain being defined in the patent claims.
Claims (11)
1. a kind of lightgage steel joist type corner wall mould reinforcement system, by multiple back cord reinforcing frames being vertically spaced apart(100)It is formed
To the vertical back cord of corner wall mould(200)Clipping type fastening;Back cord reinforcing frame(100)Including more whippletrees(110);Its feature exists
In the on the corner whippletree in adjacent two whippletrees(110)Front end is connected to another outer whippletree(110)Side, mutually
The two adjacent whippletrees abutted(110)Ensure device by right angle(120)It is fixedly connected into orthogonal state;Except corner
In addition, the orthogonal two adjacent whippletree(110)By angle to drawing device(130)It reinforces;Parallel two whippletree(110)
By parallel to drawing device(140)Tension and compression are locked;The right angle ensures device(120)Including square angle bar ontology(121), square
Angle bar ontology(121)Two right-angle sides pass through the first T-bolt for wearing(122)And lock screw(123)Fitting is fixed on pair
Answer whippletree(110)Lateral surface on.
2. lightgage steel joist type corner wall mould reinforcement system according to claim 1, which is characterized in that the right angle ensures device
(120)Positioned at back cord reinforcing frame(100)Outside.
3. lightgage steel joist type corner wall mould reinforcement system according to claim 2, which is characterized in that the square angle bar
Ontology(121)A right-angle side on be fixedly connected with across corresponding whippletree(110)Screw rod(124), screw rod(124)On be set with
Pressing plate(125), right angle ensures device(120)Pass through the pressing plate(125)And panel nut(126)It locks clamping in corresponding whippletree
(110)On;Wherein, pressing plate(125)In snap-gauge shape, pressing plate(125)It is fastened on the whippletree by card slot(110)On.
4. lightgage steel joist type corner wall mould reinforcement system according to claim 2 or 3, which is characterized in that the square
Angle bar ontology(121)The upper lower edge of two right-angle sides is formed with flange(121c), so that two right-angle sides are respectively formed channel steel shape, right-angle side
Slot bottom fitting be fixed on corresponding whippletree(110)Lateral surface on, by the flange(121c)The right-angle side groove sidewall button of composition
It closes in corresponding whippletree(110)Upper and lower side.
5. lightgage steel joist type corner wall mould reinforcement system according to claim 1, which is characterized in that the angle is to drawing device
(130)Including two angles to pulling seat(131), two angles are to pulling seat(131)It is respectively provided at two corresponding whippletrees(110)
On;Angle is to pulling seat(131)Pass through tension and compression locking mode and the whippletree(110)It forms a fixed connection, two angles are to pulling seat(131)
Pass through thread(132)With the first locking nut(133)Drawing and pressing type is formed to be locked.
6. lightgage steel joist type corner wall mould reinforcement system according to claim 5, which is characterized in that the angle is to pulling seat
(131)Including strap clamp type pedestal(131a), strap clamp type pedestal(131a)It is fastened on the corresponding whippletree by card slot(110)Outside
Side;Strap clamp type pedestal(131a)Bearing seat is tiltedly outward extended on lateral surface(131b), bearing seat(131b)On be formed with and wear
The thread(132)Perforation, the aperture end face of perforation, which is constituted, accepts first locking nut(133)Loading end;
The strap clamp type pedestal(131a)On wear there are two the second T-bolt(134), the second T-bolt(134)T forming heads engaging
In the corresponding whippletree(110)Card slot in;The angle is to pulling seat(131)By being screwed on second T-bolt(134)
On lock nut(136)It is fixedly connected on the corresponding whippletree(110)On;The whippletree(110)It is fastened on strap clamp type bottom
Seat(131a)Card slot in.
7. lightgage steel joist type corner wall mould reinforcement system according to claim 6, which is characterized in that the bearing seat
(131b)With from strap clamp type pedestal(131a)Width direction part outstanding, strap clamp type pedestal(131a)Card slot slot bottom on to
Interior projection has positioning gear tongue(131c);The whippletree(110)By two light steel of C-shaped arranged side by side(111)Composition, the light steel of C-shaped(111)
Opening be located on the inside of whippletree, two light steel of C-shaped(111)It is located at the positioning gear tongue(131c)Both sides up and down;It wears
The thread(132)Perforation have and be formed in the positioning and keep off tongue(131c)On part;The thread(132)
Diameter is less than or equal to positioning gear tongue(131c)Thickness.
8. lightgage steel joist type corner wall mould reinforcement system according to claim 7, which is characterized in that the positioning keeps off tongue
(131c)Also there is the extended segment to extension on the inside of whippletree(131d), extended segment(131d)Width is less than positioning gear tongue(131c)It is wide
Degree, extended segment(131d)Distal end is equipped with connection bolt(135), connect bolt(135)From the light steel of C-shaped for constituting cross bar(111)
Two side sequentially passes through two light steel of C-shaped arranged side by side(111), and whippletree is fixed on by nut(110)On;The C-shaped
Light steel(111)C-shaped two side on along its length on be distributed with and a plurality of wear the connection bolt(135)The first strip-shaped hole
(111a).
9. lightgage steel joist type corner wall mould reinforcement system according to claim 7, which is characterized in that the light steel of C-shaped
(111)By bottom flat section(111b)With two side section(111c)Constitute rectangular channel steel construction, bottom flat section(111b)The side and
Wall section(111c)It is respectively formed the light steel of C-shaped(111)Cross-sectional width and height, bottom flat section(111b)Along the length side of light steel
Several are distributed with upwards and wears second T-bolt(134)The second strip-shaped hole(111g), side wall sections(111c)It is put down by bottom
Straight section(111b)Extend to side, side wall sections(111c)End is formed with the supporting section to bend inwards(111d), supporting section
(111d)With bottom flat section(111b)It is parallel, supporting section(111d)With the fold-back section towards bottom back bending(111e).
10. lightgage steel joist type corner wall mould reinforcement system according to claim 9, which is characterized in that the side wall sections
(111c)Middle part is formed with the concave section inwardly recycled(111f).
11. lightgage steel joist type corner wall mould reinforcement system according to claim 1, which is characterized in that described parallel to drawing
Device(140)Including parallel Screw arbor with nut at both-ends(141), parallel Screw arbor with nut at both-ends(141)Both ends are installed with to tension and compression plate(142), to tension and compression
Plate(142)In snap-gauge shape, to tension and compression plate(142)Pass through the second locking nut(143)Locking is resisted against the back cord reinforcing frame
(100)On side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820254642.8U CN207999064U (en) | 2018-02-12 | 2018-02-12 | Lightgage steel joist type corner wall mould reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820254642.8U CN207999064U (en) | 2018-02-12 | 2018-02-12 | Lightgage steel joist type corner wall mould reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207999064U true CN207999064U (en) | 2018-10-23 |
Family
ID=63838589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820254642.8U Active CN207999064U (en) | 2018-02-12 | 2018-02-12 | Lightgage steel joist type corner wall mould reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207999064U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
| CN114278084A (en) * | 2022-02-21 | 2022-04-05 | 中铁十六局集团城市建设发展有限公司 | Shear force wall negative and positive corner template fixing device |
-
2018
- 2018-02-12 CN CN201820254642.8U patent/CN207999064U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145116A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type corner wall mould reinforcement system |
| CN110145116B (en) * | 2018-02-12 | 2023-08-15 | 陕西泰博智能化建筑工程系统有限公司 | Light steel joist type corner wall mould reinforcing system |
| CN114278084A (en) * | 2022-02-21 | 2022-04-05 | 中铁十六局集团城市建设发展有限公司 | Shear force wall negative and positive corner template fixing device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102926530B (en) | Steel frame formwork assembly | |
| CN207999064U (en) | Lightgage steel joist type corner wall mould reinforcement system | |
| CN202882410U (en) | Steel frame template assembly | |
| CN208009895U (en) | Lightgage steel joist type column mould reinforcement system | |
| CN110145116A (en) | A kind of lightgage steel joist type corner wall mould reinforcement system | |
| CN206495492U (en) | Aluminum alloy mould plate reinforcing bar stiffening device | |
| CN110439283A (en) | Hole location device is exempted from a kind of splicing of building aluminum alloy pattern plate | |
| CN1228526C (en) | Assembled standard concave angle formwork | |
| CN207934449U (en) | Angle is to drawing device | |
| CN110145119A (en) | A kind of lightgage steel joist type column mould reinforcement system | |
| KR20100034093A (en) | A combination structure of fence | |
| CN207999070U (en) | Right angle ensures device | |
| CN212053781U (en) | Building templates is to drawing fastening structure | |
| CN215564404U (en) | Steel formwork for cast-in-place pile concrete hanging plate wall | |
| CN211037834U (en) | Template reinforcing system structure | |
| JP3127864U (en) | Tool for attaching master rope to column reinforcement | |
| CN207934450U (en) | The light steel of C-shaped | |
| CN210483025U (en) | Giant cross-section column formwork split-free detachable reinforcing device | |
| CN201140784Y (en) | Railing chuck | |
| CN211949611U (en) | Hook bolt for wall end blocking plate, wall end blocking plate reinforcing structure and wall mold reinforcing structure | |
| CN205239848U (en) | A fastener for ship dress car | |
| CN201195946Y (en) | Top dragging member of construction template | |
| CN210117931U (en) | Multifunctional integrated mountain-shaped clamp | |
| CN205777518U (en) | Connecting assembly for connecting aluminum template and wood template | |
| CN214091094U (en) | Steel construction safety rope support |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100 Patentee after: Taibo Intelligent Construction Technology (Suzhou) Co.,Ltd. Country or region after: China Address before: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100 Patentee before: Taibo New Building Technology (Suzhou) Co.,Ltd. Country or region before: China Address after: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100 Patentee after: Taibo New Building Technology (Suzhou) Co.,Ltd. Country or region after: China Address before: Room 21002, unit 2, building 1, No.35 Tangyan Road, hi tech Zone, Xi'an City, Shaanxi Province Patentee before: TABLE CONCRETE FORMWORK & SHORING (SHAANXI) Co.,Ltd. Country or region before: China |
|
| CP03 | Change of name, title or address |