CN109972837A - A kind of wooden frame template and its application method - Google Patents
A kind of wooden frame template and its application method Download PDFInfo
- Publication number
- CN109972837A CN109972837A CN201910234222.2A CN201910234222A CN109972837A CN 109972837 A CN109972837 A CN 109972837A CN 201910234222 A CN201910234222 A CN 201910234222A CN 109972837 A CN109972837 A CN 109972837A
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- China
- Prior art keywords
- plate
- bar strip
- wooden frame
- template
- splicing
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
Abstract
The present invention relates to concrete-pouring template technical fields in architectural engineering, specifically, being related to a kind of wooden frame template, further relate to a kind of application method of wooden frame template.A kind of wooden frame template includes wooden class rectangle plate, the plate includes the front contacted with concreting, and is fixedly installed the back side of bar strip, and the bar strip is distributed in the peripheral portion at the plate back side, when plate splices, adjacent panels edge bar strip is aligned and is connected by attachment device.A kind of application method of wooden frame template includes factory's production, preassembling, in-site installation and recycling.The plate one side setting bar strip frame, on the one hand increases the intensity of plate, on the other hand can use contact of the face with face between adjacent bar strip, splicing is facilitated to reduce construction cost.It is connected between plate by bar strip, building for support can be greatly reduced, and splice fast and stable between plate, wooden plate is easy to splice assembling, is also convenient for cutting and cuts, with strong applicability.
Description
Technical field
The present invention relates to concrete-pouring template technical fields in architectural engineering, specifically, it is related to a kind of wooden frame template,
A kind of wooden frame template application method is also provided.
Background technique
Common template has a steel aluminum alloy pattern plate and traditional plank sheathing in cast-in-place concrete structure in existing building field, and two
Kind template, which is compared, respectively advantage and disadvantage.
Steel aluminum alloy pattern plate has the advantages that 1, intensity is high, assembled tight, is unlikely to deform, external corner is upright.2, due to can be with
Completed, then transported to live directly assembled in template processing on-site manufacture in advance according to drawing, relatively traditional plank sheathing and
Speech, to same building, its formwork assembling and disassembling construction efficiency height etc. under floor structure same case.
But steel aluminum alloy pattern plate also has the disadvantages that, comprising: 1, due to needing to lift at the construction field (site) from great
Equipment hoisting, long period occupy hanging device.2, the material cost of Bi-metal Steel Aluminum is natively higher, and sets only for identical
The building of meter is applicable in, and belongs to customized, if being used for the building of other different designs, waste rate is more than 30%, this is into one
Step increases cost.3, since the difficulty of the cutting change of metal is larger, steel aluminum alloy pattern plate is once formed, modified leeway
Very little, flexibility is poor, and dismounting the damage of improper or drop impact causes monolith template not to be available.
Assembly is processed at the scene and built to traditional plank sheathing, its advantage is that: 1, amendment can be facilitated according to field condition,
Strong flexibility, wide adaptability.2, cost is relatively low for material itself.
But plank sheathing have the shortcomings that it is following obvious: 1, template strength it is low, need prevent deformation support construction it is more,
Formwork is complicated for operation, and construction efficiency is low, is difficult to meet the construction period the needs of constantly shortening.2, the production of live wooden model, build
Work, it is time-consuming, it is continuously improved with the increase of building cost of labor.
Summary of the invention
It is an object of that present invention to provide a kind of wooden frame templates, it had both had both existing steel aluminum alloy pattern plate and traditional plank sheathing respectively
Certain advantages.
Present invention aims at a kind of wooden frame template application method is also provided, in the plank sheathing in the premise that the cost of material is low
Under, it can be completed in processing on-site manufacture, then quick, convenient assembled assembly at the scene, and intensity with higher.
The purpose of the present invention is achieved through the following technical solutions:
A kind of wooden frame template according to the present invention, including wooden class rectangle plate, the plate include connecing with concreting
The front of touching, and it is fixedly installed the back side of bar strip, the bar strip is distributed in the peripheral portion at the plate back side in rectangle frame, plate
When splicing, adjacent panels edge bar strip is aligned and makes the fixed alignment in spliced front by attachment device connection.Between plate
It is connected by bar strip, building for support can be greatly reduced, and splice fast and stable between plate, wooden plate is easy to splice
Assembling is also convenient for cutting and cuts, with strong applicability.
Preferably, splicing when plate between Mosaic face and bar strip between Mosaic face be staggered or coplanar.By plate
Splicing seams setting further reduces splicing seams dislocation in bar strip side；And with bar strip splicing gap in the same face, so that spelling
Aspect is connect, any plate can all be spliced.
Preferably, there are flush segments for the splicing gap between the plate between gap and the bar strip.Bar strip side
Face is concordant with plate respective side, so that processing and fabricating is convenient, is also convenient for docking assembly and saves materials.
Preferably, mutually the two bar strip opposite sides one of splicing are equipped with engaging portion, then it is another to be equipped with auxiliary section.Engaging portion and
The setting of auxiliary section convenient for plate splicing positioning fix, and can be effective against pour be discontinuity generate splicing seams
Misplace and prevent the generation of assembled plate avalanche phenomenon.
Preferably, the engaging portion is equipped with slot, the auxiliary section is equipped with convex block, and it is fixed that the convex block can cooperate with slot
Position.Slot and convex block cooperation location structure are simple, easy to process, and slot facilitates docking and disassembly in conjunction with convex block.
Preferably, slot includes bottom, the convex block includes top, slot and convex block bottom and top when cooperating
There is gap.There are gaps to enable to plate splicing closer, reduces splicing seams.
Preferably, slot and convex block cross section is trapezoidal or slot and convex block cross section are in tooth form.It is flat convenient for plate
In face of neat.
Preferably, being fixedly installed on the back side of plate longitudinal or horizontal in the range of plate periphery bar strip surrounds
To stay.In standard edition or compared with stay is arranged in wide plate part, increases the support strength of plate, comply with load requirement.
Preferably, the engaging portion is included in bar strip side boss outstanding, the auxiliary section cooperates recessed with boss
Platform.When facilitating plate for spliced wall cast-in-situ template, after wall solidification, convenient for the dismounting of plate assembly.
It is further comprising the steps of the present invention also provides a kind of wooden frame template application method, including wooden frame template:
1) according to the design of building masonry wall, plate needed for making, plate includes conventional plate, accepts plate and gusset
Part, the routine plate wide 500mm-800mm, the wide 180mm-300mm of the undertakings plate and are controlled conventional plate upper and lower side
End can splice with undertaking plate respectively；
2) according to the splicing of plate, engaging portion and the auxiliary section type of bar strip are formulated；
3) pre-splicing in factory: bar strip being fixedly clamped by fixture between two plates, accepts plate and conventional plate
Interval setting, the undertaking plate space set through-hole, casing of the connecting rod across through-hole and template and back cord connect
It connects, the back cord is horizontally spaced about；
4) the pre-splicing plate of step 3) checked, corrected；
5) it is transported to scene and carries out splicing installation, after forming wall form, casting concrete；
6) after concrete curing meets intensity requirement, the plate of lower layer is dismantled, lower layer's plate is assembled into upper wall mould
Plate is used for multiple times with this set of template.
A kind of wooden frame template application method of the present invention, customizes the quantity and size of wooden frame plate according to actual needs, for
Property it is strong, reduce the waste of material, and board dimensions and split position are adjusted by preassembling, further facilitate the fast Speed Pinyin at scene
Installation is connect, construction cost can be substantially reduced, improves template assembly quality；And a set of template can be repeated as many times and use, no
It only saves material and construction site can be had more and be adjusted, construction personnel can become more familiar with, and construction is getting faster.In addition,
The material cost of wooden class plate is lower, to guarantee its intensity, bar strip frame is arranged at its back side, on the one hand increases the strong of plate
Degree, on the other hand can use contact of the face with face between adjacent bar strip, and splicing is facilitated to reduce construction cost.Bearing plate and inner corner trim
Quick-assembling is convenient in the setting of plate, guarantees joining quality, and relatively narrow or reinforcement supporting member hold is arranged in position easy to damage
Fishplate bar part reduces the whole destructive rate of plate, improves plate turnover rate.
Detailed description of the invention
Fig. 1 is provided with the plate B schematic diagram of stay；
Fig. 2 is provided with the plate B schematic perspective view of stay；
Fig. 3 is sectional view along A-A in Fig. 1；
Fig. 4 is plate A structural schematic diagram；
Fig. 5 is plate A schematic perspective view；
Fig. 6 is plate C main view；
Fig. 7 is plate C schematic perspective view；
Fig. 8 is wooden frame template splicing into a metope structure schematic diagram；
Fig. 9 be in Fig. 8 D-D to cross-sectional view；
Figure 10 be in Fig. 8 C-C to cross-sectional view；
Figure 11 is that three kinds of pallet arrangements and plate cooperate schematic diagram；
Figure 12 is a kind of pallet arrangement structural schematic diagram；
Figure 13 is pallet arrangement stereoscopic schematic diagram shown in Figure 12；
Figure 14 is boss and concave station cooperation splicing in wall form schematic diagram；
Figure 15 is boss and concave station cooperation splicing in wall form side view；
Figure 16 is inner corner trim plate structure schematic diagram；
Figure 17 is inner corner trim plate cross-sectional structure schematic diagram；
Figure 18 is wooden frame template and back cord combination schematic diagram；
Figure 19 is wooden frame template stereoscopic schematic diagram in conjunction with back cord；
Figure 20 be in Figure 18 E-E to cross-sectional view；
Figure 21 is show house wooden frame template building structure schematic diagram；
Figure 22 is side template structural schematic diagram；
Figure 23 is two side template schematic perspective views；
Figure 24 is beam bottom mother plate schematic perspective view；
Figure 25 is wooden frame template building structure stereoscopic schematic diagram；
Figure 26 is that wooden frame template is connected with fixture schematic view of the front view；
Figure 27 is fixture broken section structural schematic diagram；
Figure 28 is fixture aid bar structures schematic diagram.
In figure: 1, wooden frame template；11, plate A, 12, plate B, 13, plate C, 14, beam bottom mother plate, 15, side template,
100, plate；101, positive；102, the back side, 200, bar strip, 201, groove, 202, bottom bar strip, 203, stay, 204, backing plate,
205, foot mould, 210, longitudinal bar strip, 211, first longitudinal direction bar strip, 212, second longitudinal direction bar strip, 220, lateral bar strip, 221, first
Lateral bar strip, the 222, second lateral bar strip, 230, engaging portion, 231, slot, 2311, first side, 2312, second side,
2313, bottom surface, 232, boss, 240, auxiliary section, 241, convex block, the 2411, first mating surface, the 2412, second mating surface, 2413,
Top surface, 242, concave station, 300, inner corner trim plate, 310, gusset part, 320, angle longitudinal bar member, 330, angle cross-brace, 400, supporting plate
Device, 410, mandril, 411, pivoted hole, 412, wedge-shaped part, 413, connecting rod, 414, jacking bar, 415, diagonal brace, 420, supporting plate
Seat, 421, drive-connecting shaft, 422, jack, 500, back cord, 510, connecting rod, 520, casing, 600, fixture, 610, clamp, 620, folder
Arm, 621, clamping platform, 622, first clamps face, 630, installing arm, 631, slide opening, 632, first through hole, 640, sliding block, 641, folder
Tight head, 642, second clamps face, the 643, second through-hole, 644, stopper, 650, wedge part.
Specific embodiment
To further appreciate that the contents of the present invention, the present invention is described in detail in conjunction with the accompanying drawings and embodiments.It should be understood that
, embodiment be only to the present invention explain and and it is non-limiting.
The concept of wooden class in the present invention includes not only solid wood, can also be wood composite, i.e., artificially changed wood material
Natural structure, reach the wooden class material that a certain physical property meets the expected requirements.It is compound to can be reinforcing wood composite, solid wood
Equal materials are also possible to the similar plate such as PVC board, bamboo wood board, wooden slag plate, within the scope of belonging to.
As shown in figs. 1-7, wooden frame template 1 of the present invention includes that a variety of wooden class plates 100 are spliced, and plate 100 includes
Opposite front 101 and the back side 102, described positive 101 contact when using with cast-in-place concrete, 102 circumferential distribution of the back side
There is bar strip 200.The bar strip 200 includes longitudinal bar strip 210 and lateral bar strip 220, plays support to plate 100 and connection positions
The effects of.The transverse direction bar strip 220 is separately positioned on 100 upper and lower end of plate, and the longitudinal direction bar strip 210 is arranged in plate
100 left part of part and right part.Lateral bar strip 220 connect, offsets or is spaced with the top and bottom of longitudinal bar strip 210 and sets
It sets, the longitudinal direction bar strip 210 and lateral bar strip 220 form frame-shaped construction.Position can be further arranged among frame-type structure
Stay 203, the stay 203 can laterally be arranged or longitudinally disposed, 203 two sides of stay and bar strip 200 disposed in parallel
Between be equipped with interval, 203 upper and lower ends of stay respectively with disposition setting bar strip 200 it is inconsistent.
Pass through glue bonding connection with plate 100 as the preferably described bar strip 200, naturally it is also possible in production plate 100
When by bar strip 200 together suppress production molding.Glue is existing bonding wood glue.It is fixedly connected using glue, rod piece 200
One, sound construction are formed with plate 100, and facilitates cutting.In some embodiments, bar strip 200 and plate 100 can also be with
It is fixedly connected by the fasteners such as screw, bolt and nail etc..
The longitudinal direction bar strip 210 includes the first longitudinal direction bar strip 211 and second longitudinal direction positioned at the 100 two sides edge of plate
Bar strip 212, the first longitudinal direction bar strip 211 splice side with neighboring trees frame template 1 and are equipped with engaging portion 230, corresponding second longitudinal direction
Bar strip 212 is equipped with the auxiliary section 240 cooperated with engaging portion 230, and left and right or upper and lower rod piece are respectively set on same plate 100
Engaging portion and auxiliary section can facilitate splicing, versatile.Engaging portion 230 and auxiliary section 240 respectively can be with adjacent wooden frames
The cooperation of template 1 corresponding auxiliary section 240 and engaging portion 230, by the splicing of bar strip 200, so that the side of adjacent plate 100
Face can be bonded completely, to ensure that stencil plane that the front of plate 100 is formed has enough flatness, and then splicing seams dislocation compared with
It is small, it is cast-in-place to build wall surface levelling.Certainly, in the splicing of framework template 1, combination can also be set on the bar strip 200 of a framework template 1
Portion 230, and auxiliary section 240 is set on the bar strip 200 of another adjacent frame template 1.
As seen in figs. 8-10, as a preferred method, the specific structure of engaging portion 230 be include 200 lateral surface of bar strip
The slot 231 of (cooperating the side contacted with adjacent bar strip) setting, the slot 231 are the trapezoidal groove in cross section, including
Opposite first side 2311, second side 2312, first side 2311 and 2312 relative tilt of second side are in open wide the degree of lip-rounding
Shape has bottom surface 2313 between the first side 2311 and second side 2312.Corresponding auxiliary section 240 includes and slot 231
The convex block 241 of cooperation, the convex block 241 are the trapezoidal protrusion in cross section, including respectively with first side 2311, second side
2312 the first mating surfaces 2411 for offseting or being engaged and the second mating surface 2412 and convex block 241 and slot 231 cooperate
When, there is the top surface 2413 in gap with bottom surface 2313.The side of bar strip 200 where the slot 231 and convex block 241 penetrate through respectively
Longitudinal both ends.Certainly, first side 2311, second side 2312 and bottom surface 2313 can may be circular arc for plane
Face or a portion are arc surface or prismatic face etc., corresponding first mating surface 2411, the second mating surface 2412 and top
Face 2413 can be arc surface or a portion is arc surface or prismatic face etc..Engaging portion 230 and auxiliary section 240
It can respectively include one or several slots 231 and convex block 241.
As shown in figs. 11 and 15, as another preferred embodiment, the engaging portion 230 is equipped with boss in 200 side of bar strip
232, the auxiliary section 240 is equipped with the concave station 242 cooperated with boss 232.The bar strip of engaging portion 230 or auxiliary section 240 is set
200 side is plane, is the part concave station of the corresponding indent of boss 232 in the longitudinal side of plane part outstanding
242.Two bar strips 200 cooperate the splicing seams splicing for being spliced to form similar ' Z ' type by boss 232 with concave station 242, after splicing wherein
Any bar strip is restricted relative to a lateral direction movement of another bar strip.On this basis, in order to make 100 splicing seams of plate
Gap is smaller, avoids the fissure of displacement, 242 side of concave station can be arranged in bar strip and pallet arrangement 400 is arranged, the pallet arrangement 400, which is equipped with, to be contradicted
On the bar strip 200 of 232 side of boss cooperated with concave station 242 or contradict in 204 side mandril 410 of backing plate.The backing plate
204 contradict or the splicing seams of the side of two splicing bar strips 200 of covering with the bar strip 200 of 242 side of boss.The pallet arrangement
400 include supporting plate seat 420, and the supporting plate seat 420 is fixed on bar strip 200 or stay 203.The mandril 410 and supporting plate seat
420 cooperate to support bar strip 200, reduce the fissure of displacement.There are many fit forms of the mandril 410 and the supporting plate seat 420, including
The modes such as pivot joint, grafting or welding, bolt are fixedly connected.
A kind of form of 420 pivotal fit of the mandril 410 and supporting plate seat are as follows: the supporting plate seat 420 is bolted
On bar strip 200 or stay 203, the supporting plate seat 420 is equipped with the drive-connecting shaft 421 of axially vertical plate 200, the mandril
410 are equipped with the pivoted hole 411 that drive-connecting shaft 421 cooperates, and the mandril 410 has one end to contradict in bar strip when rotating around pivot joint position
200 or backing plate 204 on.
The mandril 410 and a kind of mating form of supporting plate seat 420 are as follows: the supporting plate seat 420 is bolted
On bar strip 200 or stay 203, be equipped with jack 422, the mandril 410 is equipped with wedge-shaped part 412, the wedge-shaped part 412 with insert
Hole 422 cooperates so that mandril 410 holds out against bar strip 200 or backing plate 204.The wedge-shaped part 412 can be set when cooperating with jack 422
It sets block tongue and chuck cooperation is placed and slipped.
A kind of form that the mandril 410 is fixedly connected with supporting plate seat 420 are as follows: the mandril 410 includes 413 He of connecting rod
Jacking bar 414, the connecting rod 413 and the rectangular plate or rod piece of jacking bar 414 are formed, including channel steel, C-type steel etc. are cut out
At or be spliced.Described 413 one end of connecting rod and supporting plate seat 420 are welded to connect, and 414 one end of jacking bar is to stitching direction
Extend, the jacking bar 414 and the directly setting backing plate 204 of bar strip 200 can enable the longer a part of a pallet arrangement 400
It is smaller to splice the fissure of displacement.Diagonal brace 415 is additionally provided between the mandril 410 and supporting plate seat 420.In some embodiments, the square
Mandril 410 can also be articulated and connected with supporting plate seat 420, and the connecting rod 413 is articulated and connected with jacking bar 414, the diagonal brace 415
It is articulated and connected with the mandril 410 or supporting plate seat 420.
Certainly, there are many forms that auxiliary section 240 and engaging portion 230 cooperate, and inserts including above-mentioned cross section is trapezoidal
It is broached-tooth design, ellipse or semicircle that slot 231 and convex block 241, boss 232 and concave station 242, which also may include cross section section,
The fit structures such as structure.
As shown in figs. 18-21, lateral bar strip 220 includes that the first lateral bar strip 221 of upper end is arranged in and is arranged in lower end
The second lateral bar strip 222.In some embodiments, the described first lateral bar strip 221 and the second lateral bar strip 222 are respectively equipped with
Auxiliary section 240 and engaging portion 230.Therefore, splicing can be achieved in about 100 plate of the type, so that the splicing of wooden frame template 1 is more square
Just.
When wooden frame template 1 or so is spliced, first longitudinal direction bar strip 211 and the adjacent corresponding splicing of second longitudinal direction bar strip 212,
Two longitudinal bar strips 200 are clamped by fixture, are fixed by engaging portion 230 and the cooperation positioning of auxiliary section 240, so that two splice plates
Dislocation and gap between part 100 is smaller.
When same about 1 wooden frame template is spliced, the second lateral bar strip 222 of the first lateral bar strip 221 and top splices, and
The first of upper and lower position the lateral bar strip 221 and the second lateral bar strip 222 are fixedly clamped by clamping device.
Wooden frame template 1 splice the gap that is formed between plate 100 can be set in the two longitudinal bar strips 210 mutually spliced or
Between the two lateral bar strips 220 that person is mutually spliced, one of longitudinal bar strip 210 or lateral bar strip 220 can also be biased to.
As shown in Figure 16,17, in the assembled formation wall form of wooden frame template 1, in corner or protruding parts, recessed portion
Position is connected with inner corner trim plate 300, and the inner corner trim plate 300 includes in one jiao of angle less than 180 °, generally the gusset part at right angle
310 and be located inside (less than 180 ° sides of angle) angle longitudinal bar member 320 and angle cross-brace 330.Angle longitudinal bar member 320 and angle are horizontal
It is adhesively fixed respectively with gusset part 310 to support 330 or fastener is fixedly connected, respectively in vertical and horizontal strut angle plate
310, make it have the strength and stiffness of requirement.310 edge of gusset part is bonded with the two lateral bar strips of longitudinal bar strip 210, two respectively
220, it is respectively auxiliary section 240 that the longitudinal direction bar strip 210, which is equipped with auxiliary section 240 or engaging portion 230 or two longitudinal bar strips 210,
With engaging portion 230.Specifically, gusset part 310 includes that two splicings are at an angle, general two plates 100 in 90 °, stay 203 divides
It is not fixedly connected with two plates 100 or with the edge in splicing of a wherein plate 100.Angle cross-brace 330 is corresponding at one
Angle, two bevel edges are fixedly connected with two templates respectively, and there are the notches for placing stay 203 at top.The interval of angle cross-brace 330 is set
It is equipped with several.
, can be assembled by the external angle formwork of formulation in the assembled external corner of wooden frame template 1 as shown in Figure 21,15, it can also be with
Two wooden frame templates 1 are at right angles assembled, it is fixed by 500 structure of back cord.There may be a protrusions for the bar strip 200 of side at external corner
100 part of plate, and formed in the protrusion part towards the positive engaging portion of plate 100 or auxiliary section, with the external corner other side
Bar strip 200 cooperate splicing.Certainly, the bar strip at external corner can also offset or not contact.External angle formwork can be to pass through bar
The fixed formation assembled in advance of item, plate, can be set lateral and longitudinal corner in external angle formwork corner and fixes and supports
Structure.
Outside wall wooden frame template and within the walls wooden frame template large area splicing installation when, need wooden by being oppositely arranged on outside wall
The back cord 500 of frame template side and wooden frame template side back stupefied 500 fixes to clamp wooden frame template 1 within the walls, two sides passes through connecting rod 510
Casing 520, described sleeve pipe are arranged across the wooden frame template 1 being oppositely arranged and wooden frame template for connection, the connecting rod 510
520 withstand between wooden frame template 1 thickness for limiting casting concrete wall.
In order to facilitate assembled and modularized design, preferably, including that the plate mutually spliced includes conventional plate, bearing plate
Part and gusset part, the routine plate wide 500mm-800mm, the wide 180mm-300mm of the undertaking plate, the gusset part back side
Angle longitudinal bar member is fixedly installed in longitudinal edge, and gusset part angle is equipped at intervals with angle cross-brace.200 cross section of bar strip is
The wooden strip of the rectangle of side length 30mm-70mm, wooden frame template 1 includes the plate A11 and plate B12 that height is 0.5m-5m, described
The generally bearing plate that the width of plate A11 is 120mm-280mm, the two sides the plate A11 and plate B12 splicing connect
It connects, and connecting rod 520 passes through the plate A11.The plate B12 width is 210mm-800mm, such as including plate 200
The stock size of wide 600mm, bar strip 200 surround the longitudinally fixed setting stay 203 in 200 back side of region inner panel and unconventional
200 width of plate is adjusted according to different width of wall body demands, and unconventional plate 200 is settable certainly is not provided with stay.
The upper end of the outer wooden frame template 1 of wall and the plate C13 for accepting plate type, which splice, to be connected, the height of the plate C13
For 120mm-800mm, wide 0.5m-5m, bar strip 200 surrounds longitudinal gap in region and several stays is fixedly installed.The outer wooden frame mould of wall
Plate 1 is spliced into the metope template between each layer of height by plate A11 and plate B12, and the template of floor plates caliper portion passes through plate
The end of part C13 and plate A11 and plate B12 is spliced, and the outer wooden frame template of first floor layer wall includes plate A11 and plate B12, plate
Part A11 and the lower end plate B12 and upper end are connect with plate C13 respectively.Wall and floor face or beam can pour simultaneously, cast-in-place wall
Body maintenance reaches the plate C13 that a laminate part A11 and the lower end plate B12 are first removed after requirement, then removes plate A11 and plate
The template splicing that the wooden frame template 1 of dismounting is used as upper floors is built use by B12, is circuited sequentially and is improved turnover rate, reduces wood
The dosage of frame template.Pour the door-window opening part of wall by cutting plate A11 and plate B12 or it is pre-set very
The wooden frame template 1 for advising height is spliced.
The bar strip of 1 upper end of wooden frame template and the template end of detachable steel bar truss floor support plate are inconsistent within the walls, floor support plate
End may also set up thin plate angle steel bound edge and make the inner corner trim of the floor support plate poured and wall preferable.1 low side first layer of wooden frame template
It is typically provided foot mould 205.
As shown in figures 26-28, the fixture 600 for connecting adjacent bar strip 200 includes clamp 610, and described 610 one end of clamp is set
There are clamp arm 620 outstanding, the other end to be equipped with installing arm 630, opposite 630 side of installing arm of the clamp arm 620 is equipped with clamping platform 621,
The clamping platform 621 is equipped with first and clamps face 622.The installing arm 630 is equipped with the slide opening 631 of axially vertical clamp arm 620, institute
It states and is fitted with sliding block 640 in slide opening 631, the sliding block 640 opposite clamp arm 620 can slide in slide opening 631.Certainly,
The sliding block 640 can be pipe fitting, rod piece or block.640 one end of sliding block is equipped with clamping head 641, and the other end is equipped with
Boss-shaped is detachably equipped with stopper 644.The clamping head 641 is equipped with second opposite with the first clamping face 622 and clamps
Face 642.The two clamping face is relative in parallel and on the mobile same straight line of sliding block 640.Stopper 644 as a preferred method,
It may be used interchangeably with clamping head 641, the two can be used as the barrier end termination boss for stopping sliding block 640 to fall off slide opening 631, also together
When can respectively as clamp central object conflict position.The installing arm 630 is equipped with the first through hole through slide opening 631
632, corresponding the second through-hole 643 being equipped on sliding block 640 through sliding block 640.First clamps face 622 when fixture 600 uses
It is against two 200 two sides of bar strip matched respectively with the second clamping face 642, first through hole 632 and the second through-hole 643 exist opposite
It is staggered, wedge part 650 partially passes through first through hole 632 and the second through-hole 643 reduces the fast part of the mistake of two through hole, pushes and slides
Block 640 is mobile to clamp two bar strips 200.The wedge part 650 is right angle wedge structure, including two right-angle sides and a bevel edge.Wedge
The right-angle side of 650 upper end of part is hammering end.When clamping two bar strips 200 by the fixture 600, face 622 and the can be clamped first
Groove 201 is arranged in the position that two clamping faces 642 contact bar strip 200 on bar strip 200, and the groove 201 makes 621 He of clamping platform
641 part of clamping head sinks into slot, reduces the sliding of fixture 600, it is ensured that accurate positioning clamps secured.
As illustrated in figs. 22-25, wooden frame template 1 is applied on beam forms, beam bottom mother plate 14 and beam side including beam bottom portion
Plate 15.200 side of bar strip on 14 periphery of beam bottom mother plate is equipped with engaging portion 230,15 bottom of side template and beam bottom board
The plate 100 of the prominent side template 15 of the bottom bar strip 202 that the bar strip 200 of plate 14 matches.Bottom bar strip 202 is towards plate
100 fronts are equipped with auxiliary section 240.Beam bottom mother plate 14 and the cooperation splicing of side template 15, quickly and the fissure of displacement is smaller.Further, bottom
Same level where 202 lower end of portion's bar strip and 14 lower end of beam bottom mother plate, therefore can be propped up simultaneously in the support construction of beam forms
Beam bottom mother plate 14 and bottom bar strip 202 are supportted, and then support construction can simplify.
The present invention also provides a kind of wooden frame template application method, above-mentioned wooden frame template further includes step:
1) according to the design of building masonry wall, the size and number of plate needed for making, plate includes conventional plate, undertaking
Plate and gusset part, the routine plate wide 500mm-800mm, the wide 180mm-300mm of the undertaking plate, above and below conventional plate
End and left and right end are spliced with undertaking plate respectively；
2) according to the splicing of plate, engaging portion and the auxiliary section type of bar strip are formulated；
3) pre-splicing in factory: bar strip being fixedly clamped by fixture between two plates, accepts plate and conventional plate
Interval setting, the undertaking plate space set through-hole, casing of the connecting rod across through-hole and template and back cord connect
It connects, the back cord is horizontally spaced about；
4) the pre-splicing plate of step 3) checked, corrected；
5) it is transported to scene and carries out splicing installation, after forming wall form, casting concrete；
6) after concrete curing meets intensity requirement, the plate of lower layer is dismantled, lower layer's plate is assembled into upper wall mould
Plate is used for multiple times with this set of template.
Above-mentioned steps 1) in, production size well cutting bamboo slab rubber and the lumps of wood are schemed according to production, glue is coated on bamboo slab rubber,
Pressed according to dedicated backer and set screw with press machine, it is to be foamed that the glue solidifies, when processing engaging portion in order to
Guarantee machining accuracy and size, usually after plate and bar strip are fixed, on the basis of the front of plate, be cut into auxiliary section and
Engaging portion, therefore the cooperation of auxiliary section and engaging portion is more accurate in assembly, plate assembly dislocation and assembled gap are smaller.
The construction procedure at Specific construction scene can also include:
1) after first layer ground backfill is smooth, using frog hammer compaction in layers, every layer of compacted thickness no more than 300~
400 ㎜ are laid with No. 18 channel steels, channel steel opening upwards by support for shuttering standpipe spacing；
2) wall beam template is installed, and is reinforced；
3) support for shuttering standpipe is supported on channel steel (first floor) or floorboard, sets up standpipe and horizontal transverse-pipe as required；
4) Crossing brace is set up, diagonal brace is reinforced and is supported on foundation beam, cushion cap (first floor) or floorboard；
5) first floor will also hammer into short frame pipe on ground layer and reinforce support for shuttering；
6) it sets up the detachable floor support plate bed board of assembly and uses support；
7) beams of concrete, beam wall form and necessary supporting member acceptance(check), can carry out floor support plate laying；
8) sealing treatment is carried out to formwork and truss floor support plate stitching portion；
9) pipelining；
10) live reinforcing bar binding and hole processing；
11) it clears up, check and accept (check whether installation meets the requirement inspection reinforcing bar length of construction drawing and arrangement spacing checks side
The construction quality of template, clear away waste, clout)；
12) concreting；
13) demoulding；
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual structure is not limited to this.So if the common skill of this field
Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (10)
1. a kind of wooden frame template, it is characterised in that including wooden class rectangle plate, which includes contacting with concreting
Front, and it is fixedly installed the back side of bar strip, the bar strip is distributed in the peripheral portion at the plate back side in rectangle frame, plate splicing
When, adjacent panels edge bar strip is aligned and makes the fixed alignment in spliced front by attachment device connection.
2. concreting as described in claim 1 wooden frame plate, it is characterised in that Mosaic face when splicing, between plate
Mosaic face is staggered or exists in conplane part between bar strip.
3. a kind of wooden frame template as described in claim 1, it is characterised in that between the plate between gap and the bar strip
There are flush segments in splicing gap.
4. a kind of wooden frame template as described in any one of claims 1-3, it is characterised in that mutually splice the two bar strip opposite sides
One is equipped with engaging portion, then another to be equipped with auxiliary section.
5. a kind of wooden frame template as claimed in claim 4, it is characterised in that the engaging portion is equipped with slot, and the auxiliary section is set
There is convex block, the convex block can cooperate with slot to be positioned.
6. a kind of wooden frame template as claimed in claim 5, it is characterised in that slot includes bottom, and the convex block includes top,
Slot and convex block have gap in the bottom and top when cooperating.
7. a kind of wooden frame template as claimed in claim 6, it is characterised in that slot and convex block cross section is trapezoidal or slot
It is in tooth form with convex block cross section.
8. a kind of wooden frame template as described in claim 1, it is characterised in that in the range of plate periphery bar strip surrounds,
Vertical or horizontal stay is fixedly installed on the back side of plate.
9. a kind of wooden frame template as claimed in claim 4, it is characterised in that it is outstanding that the engaging portion is included in bar strip side
Boss, the concave station of the auxiliary section and boss cooperation.
10. a kind of wooden frame template application method, including the described in any item wooden frame templates of claim, it is characterised in that including with
Lower step:
1) according to the design of building masonry wall, plate needed for making, plate includes conventional plate, accepts plate and gusset part, institute
The wide 500mm-800mm of conventional plate is stated, the wide 180mm-300mm of the undertaking plate, conventional plate upper and lower side and left and right end can
Splice respectively with undertaking plate；
2) according to the splicing of plate, engaging portion and the auxiliary section type of bar strip are formulated；
3) pre-splicing in factory: bar strip being fixedly clamped by fixture between two plates, accepts plate and conventional spacing plates
Setting, the undertaking plate space set through-hole, casing of the connecting rod across through-hole and template are connect with back cord, institute
State back cord horizontal spacing setting；
4) the pre-splicing plate of step 3) checked, corrected；
5) it is transported to scene and carries out splicing installation, after forming wall form, casting concrete；
6) after concrete curing meets intensity requirement, the plate of lower layer is dismantled, lower layer's plate is assembled into upper wall template, with
This set of template is used for multiple times.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910117566 | 2019-02-15 | ||
| CN2019101175665 | 2019-02-15 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109972837A true CN109972837A (en) | 2019-07-05 |
Family
ID=67080686
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920390967.3U Active CN210289114U (en) | 2019-02-15 | 2019-03-26 | Quick assembly disassembly anchor clamps |
| CN201910234222.2A Pending CN109972837A (en) | 2019-02-15 | 2019-03-26 | A kind of wooden frame template and its application method |
| CN201910234236.4A Pending CN110158947A (en) | 2019-02-15 | 2019-03-26 | A kind of fast assembling-disassembling fixture |
| CN201910355485.9A Pending CN110388047A (en) | 2019-02-15 | 2019-04-29 | A kind of concrete wooden frame template system |
| CN201910354973.8A Pending CN110206296A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame beam forms |
| CN201910354971.9A Pending CN110206295A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame bearing plate |
| CN201920605962.8U Expired - Fee Related CN211369520U (en) | 2019-02-15 | 2019-04-29 | Wooden frame beam formwork |
| CN201920606627.XU Expired - Fee Related CN210798275U (en) | 2019-02-15 | 2019-04-29 | Wooden frame floor support plate, side floor support plate and assembled floor support plate |
| CN201920605943.5U Expired - Fee Related CN210918210U (en) | 2019-02-15 | 2019-04-29 | Wood frame receiving plate |
| CN201910355005.9A Pending CN110080519A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN201920606628.4U Expired - Fee Related CN211369521U (en) | 2019-02-15 | 2019-04-29 | Concrete building frame template system |
| CN201910591811.6A Pending CN111576854A (en) | 2019-02-15 | 2019-07-01 | Wooden frame template |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920390967.3U Active CN210289114U (en) | 2019-02-15 | 2019-03-26 | Quick assembly disassembly anchor clamps |
Family Applications After (10)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910234236.4A Pending CN110158947A (en) | 2019-02-15 | 2019-03-26 | A kind of fast assembling-disassembling fixture |
| CN201910355485.9A Pending CN110388047A (en) | 2019-02-15 | 2019-04-29 | A kind of concrete wooden frame template system |
| CN201910354973.8A Pending CN110206296A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame beam forms |
| CN201910354971.9A Pending CN110206295A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame bearing plate |
| CN201920605962.8U Expired - Fee Related CN211369520U (en) | 2019-02-15 | 2019-04-29 | Wooden frame beam formwork |
| CN201920606627.XU Expired - Fee Related CN210798275U (en) | 2019-02-15 | 2019-04-29 | Wooden frame floor support plate, side floor support plate and assembled floor support plate |
| CN201920605943.5U Expired - Fee Related CN210918210U (en) | 2019-02-15 | 2019-04-29 | Wood frame receiving plate |
| CN201910355005.9A Pending CN110080519A (en) | 2019-02-15 | 2019-04-29 | A kind of wooden frame floor support plate, side floor support plate and its assembled floor support plate |
| CN201920606628.4U Expired - Fee Related CN211369521U (en) | 2019-02-15 | 2019-04-29 | Concrete building frame template system |
| CN201910591811.6A Pending CN111576854A (en) | 2019-02-15 | 2019-07-01 | Wooden frame template |
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| Country | Link |
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| CN (12) | CN210289114U (en) |
Cited By (2)
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| CN114892960A (en) * | 2022-04-25 | 2022-08-12 | 中国一冶集团有限公司 | Oil-immersed reinforced shear wall shaping wood formwork and construction method thereof |
| CN115162720A (en) * | 2022-06-30 | 2022-10-11 | 陕西帕源路桥建设有限公司 | Crossbeam pouring mold |
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| CN210289114U (en) * | 2019-02-15 | 2020-04-10 | 浙江中益建材科技有限公司 | Quick assembly disassembly anchor clamps |
| CN111962858B (en) * | 2020-08-31 | 2021-11-26 | 中启胶建集团有限公司 | Positioning device for mounting wall body reinforcing steel bars and templates and construction process |
| CN116356998A (en) * | 2021-12-28 | 2023-06-30 | 河北华洋精工机械制造有限公司 | Steel bar truss floor support plate |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN110388047A (en) | 2019-10-29 |
| CN210918210U (en) | 2020-07-03 |
| CN110158947A (en) | 2019-08-23 |
| CN110206295A (en) | 2019-09-06 |
| CN211369520U (en) | 2020-08-28 |
| CN110206296A (en) | 2019-09-06 |
| CN210798275U (en) | 2020-06-19 |
| CN110080519A (en) | 2019-08-02 |
| CN210289114U (en) | 2020-04-10 |
| CN211369521U (en) | 2020-08-28 |
| CN111576854A (en) | 2020-08-25 |
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Application publication date: 20190705 |