CN206769379U - Shear wall formwork exempts from drilling construction structure - Google Patents
Shear wall formwork exempts from drilling construction structure Download PDFInfo
- Publication number
- CN206769379U CN206769379U CN201720400039.1U CN201720400039U CN206769379U CN 206769379 U CN206769379 U CN 206769379U CN 201720400039 U CN201720400039 U CN 201720400039U CN 206769379 U CN206769379 U CN 206769379U
- Authority
- CN
- China
- Prior art keywords
- template
- shear wall
- construction structure
- exempts
- nut
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 238000005553 drilling Methods 0.000 title claims abstract description 26
- 238000009415 formwork Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000011120 plywood Substances 0.000 claims description 4
- 239000004744 fabric Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 16
- 238000007789 sealing Methods 0.000 abstract description 11
- 239000002023 wood Substances 0.000 abstract description 8
- 210000002683 foot Anatomy 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000002789 length control Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of shear wall formwork to exempt from drilling construction structure, the Structure Method only needs to lay a series of horizontal integral mold plate of rectangles in template plate face system and to set up the prefabricated square-wood of discontinuity distracted for stitching portion at the top of it, above two parts are formed by stacking, and itself can avoid integrally drilling to template.Being bound on the outside of sealing up screw hole position through walls of the present utility model by the prefabricated small-sized flitch of discontinuity between upper and lower two pieces of glued board plate stitch in glued mould plate face system stays the space set to be formed, i.e. while form surfacing system is installed, the hole position of sealing up screw through walls is also subsequently formed, so as to simplify the process of whole template large area drilling, improve model sheetinstallat efficiency and template in itself be used in turn rate.
Description
Technical field
It the utility model is related to technical field of building construction, and in particular to a kind of shear wall formwork exempts from drilling construction structure.
Background technology
In recent years, underground engineering construction is promoted energetically along with China, large-sized concrete outer wall template construction technology also layer
Go out not poor, but all fail effectively to solve its underground large-sized concrete exterior wall from template construction technique substantially because perforation is excessively led
Cause external wall seepage, construction technology is cumbersome, concrete formation is poor (template drill hole spillage), the construction period is longer etc. a series of asks
Topic.Traditional under ground portion large-sized concrete exterior wall seals mould method：(1) drilling that template sealing up screw wears mouth is carried out,
Assembled exterior wall one side formwork, and correct position.(2) sealing up screw is penetrated, and carries out the template assembly of opposite side.(3) two are corrected
Side template assembly seam, position and size, sealing up screw then will be reinforced in the outer wall of basement of rear construction and is cut through first construction
Power wall is fastened.Because the method that above-mentioned traditional construction technique uses is that the drilling of sealing up screw is carried out on glued board, and
Not ensure that the quantity of drilling there are 5~10 or so on the template plate body of one piece of normal size about at least about.For such
After the form removable of drilling, if when carrying out local part outer wall template repetition recycling again, drill hole concrete can be caused
Vibrate serious spillage, influences concrete formation quality and outside perception, and template because after drilling intensity it is small, repeat usage is low
The phenomenon of (for the 40%~50% of not bore template), so that construction cost increases.On the other hand, because basement is large-scale
Concrete surface is actively big, and in order to play waterproof action, should the sealing up screw with seal ring in the middle part of use so that in template
It is more to carry out drilling hole amount, bar is more during assembled, form removal, complicated construction technique and relatively difficulty, it is difficult to carry out one piece of mould
The dismounting of plate.
Utility model content
The purpose of this utility model is to solve work existing for big basement exterior wall bore template construction method instantly
The problems such as power demand is big, material wastage rate is high, working procedure is cumbersome, concrete formation quality is difficult to ensure that.One kind is provided to cut
Power wall form exempts from drilling construction structure.
What the utility model was realized in：
The utility model first proposed a kind of shear wall formwork and exempt from drilling construction method, and this method is cut in be poured
A series of horizontal overall glued mould of rectangles is laid in the template plate face system of power wall both sides, it is overall glued at upper and lower two pieces
The stitching portion of template sets interruption fillet distracted as prefabricated square-wood, is interrupted every one group of two conducts of fillet, presses respectively
Superincumbent overall glued mould lower end and following overall glued mould upper end, then with flitch back cord from vertical direction from two
Side pressure is shared, at the gap of two interruption fillets through Screw arbor with nut at both-ends and with butterfly button and horizontal double steel pipe by flitch back cord with
Overall glued mould and interruption fillet fasten together；Simultaneously by the embedded bar joint on floor and presser feet flitch by wood
The bottom of square back cord is fixed, so as to form the template system for exempting from drilling.
A kind of shear wall formwork of the present utility model exempts from drilling construction structure, including is arranged at shear wall both sides to be poured
The horizontal overall glued mould of rectangle, interruption fillet is provided with the stitching portion of neighbouring overall glued mould,
Screw arbor with nut at both-ends hole is provided with gap between disconnected fillet, Screw arbor with nut at both-ends is provided with Screw arbor with nut at both-ends hole, Screw arbor with nut at both-ends is furnished with butterfly
Butterfly button and horizontal double steel pipe；The flitch back cord being vertically arranged is provided with overall glued mould both sides, in overall glued mould and building
The stitching portion of plate is provided with presser feet flitch, and the embedded bar joint for fixing presser foot flitch is provided with floor.
Further, the length of embedded bar joint is 250mm-300mm, and embedded bar joint is in the exposure part of floor
Length is 80mm-120mm.It is interrupted the thickness of fillet and the consistency of thickness of overall glued mould.Preferable overall glued mould
Using the thick normal plywoods of 18mm, the generous size of length for being interrupted fillet is 300 × 15 × 18mm.Preferably, Screw arbor with nut at both-ends
The aperture in hole is 15mm.Flitch back cord along wall short transverse arrange, spacing 300mm.
This method of the present utility model only needs to lay a series of horizontal entirety of rectangles in template plate face system
Template and its top stitching portion set up that the prefabricated square-wood of discontinuity is distracted, and above two parts are formed by stacking, and itself can avoid to mould
Plate is integrally drilled.By upper and lower two pieces of glue in glued mould plate face system on the outside of the sealing up screw hole position through walls of the construction method
The prefabricated small-sized flitch of discontinuity between plywood plate stitch, which is bound, stays the space set to be formed, i.e., in the same of form surfacing system installation
When, the hole position of sealing up screw through walls is also subsequently formed, so as to simplify the process of whole template large area drilling.
Brief description of the drawings
Fig. 1 is that formwork embedded bar reinforces elevation first at bottom plate of the present utility model (floor) place
Fig. 2 is of the present utility model to exempt from bore template system elevation.
Description of reference numerals：1- floors, 2- embedded bar joints, 3- flitch back cords, 4- presser feet flitches, 5- entirety blocking tools
Plate, 6- Screw arbor with nut at both-ends, 7- butterfly buttons, 8- Screw arbor with nut at both-ends hole, 9- interruption fillet, 10- splice after without drill integral mold plate,
The horizontal double steel pipes of 11-.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1：
Fig. 1 is that formwork embedded bar reinforces elevation first at bottom plate (floor 1) place, and wherein floor 1 is 300mm thickness concrete
Bottom plate, embedded bar joint 2 use prefabricated or all (can be proposed with job site in making two ways using useless steel bar end
Useless splice recycling).Live two level steel φ 18~22 is typically used, it act as fixing the corner bottom presser feet lumps of wood 4,
The control of the length of embedded bar joint 2 in 250mm~300mm, embedded bar joint 2 higher than concrete floor (floor 1) according to
100mm or so carries out indwelling.The flitch back of the body distracted 3 and the size of template bottom presser feet flitch 4 all use 40 × 90mm, presser feet flitch 4
It is close to by embedded bar joint 2 on the outside of template and fixes its pre-buried distance between template, is should refer to presser feet flitch 4 and carry out
Set.Overall glued mould 5 is used uniformly the thick normal plywoods of 18mm.Size needs to design according to practice of construction.First floor mould
Plate suggests that adding one of Screw arbor with nut at both-ends 6 carries out bottom globality reinforcing when sealing mould, in order to avoid the mould that rises, quick-fried mould.Butterfly button 7 and level are double
Steel pipe 11 is used in combination with Screw arbor with nut at both-ends 6.
Fig. 2 is to exempt from bore template system elevation, and the aperture in Screw arbor with nut at both-ends hole 9 is 15mm (generally according to drawing spiral shell in figure
The external diameter size of bar 6 is reserved), customization interruption fillet 9 length is usually by Screw arbor with nut at both-ends 6 in wall form design
It determined by level interval, should generally control in >=250mm, be 300 through checking the size of interruption fillet 9 customized in the patent
× 15 × 18mm, thickness necessarily determine with the overall consistency of thickness of glued mould 5, length according to the length and width of panel.After having spliced
Without drilling integral mold plate 10 as shown in fig. 2, it can be seen that template does not carry out any drilling at this, make so as to improve its turnover
With rate.
The material that the utility model needs to use includes being used for the scantling bar, butterfly button 7, pressure for making interruption fillet 9
Pin flitch 4 and the useless splice for making embedded bar joint 2, the technical scheme can meet that conventional template envelope mould pours
Concrete back wall integral construction quality, and can avoid drilling on the big face of template, improve the rate that is used in turn of template, save
The manpower consumption in wall sealing up screw hole is drilled, at the same time the arrangement and method for construction is also greatly improved the installation of template worker
The continuity of efficiency and construction operation, has saved the time, shortens the duration.Solve the deficiencies in the prior art well.
The concrete technical scheme of the present embodiment is：
Glued plank sheathing as overall glued mould 5 is main using the panel body owner of 1830 × 915 × 18mm sizes
Material, prefabrication size size are that 300 × 15 × 18mm scantlings bar (pays attention to thickness with overall blocking tool as interruption fillet 9
The consistency of thickness of plate 5), the batten uses φ 48.3x3.6mm sizes as panel system auxiliary material, the horizontal size of double steel pipe 11
, it is mainly as reinforcing member and horizontal main distracted effect.
The lumps of wood is flitch back cord 3 as vertical back cord using 40 × 90mm, the model φ 14 that Screw arbor with nut at both-ends 6 is generally chosen
~16, used as part is reliably connected, the size of butterfly button 7 determines according to the selected size of Screw arbor with nut at both-ends 6, same as company
Fitting uses.
Live two level steel φ 18~22 is used as steel scrap muscle for making embedded bar joint 2 is first, it act as solid
Determine the corner bottom presser feet lumps of wood 4.
Vertical flitch back cord 3 arranges that spacing is arranged to 300mm along wall short transverse；Horizontal double steel pipe 11 is along wall water
Square to setting.
Specific embodiment of the present utility model is as follows：
Before concrete floor (floor 1) pours, pre-buried a diameter of 18~22 waste material splice conduct of surface layer at an upper portion thereof
Embedded bar joint 2, joint length control 250mm~300mm → shearing metope ejection to Control architecture entirety absolute altitude
A series of horizontal overall 5 → template of the glued mould plate top surface of rectangles of horizontal line → laying prefabricated interruption is fixed with spike
Fillet 9, while reserve the space of the hole position of Screw arbor with nut at both-ends hole 8 → inserting the Screw arbor with nut at both-ends 6 of φ 14~16 → and repeat above process
(except pre-buried waste material splice) upward installation form plate face plate body system is until conceptual design height → cloth of vertical flitch back cord 3
Put and installation → template bottom 40 × 90mm presser feets lumps of wood 4 is close to fixation → correction on the outside of template by embedded bar joint 2
The perpendicularity → butterfly button 7 and lock wall-punching pair-pulling threaded spindle 6 are in the horizontal double steel pipes 11 of 48 × 3mm of φ → of template tightens reinforcing → skill
Art personnel carry out an acceptance inspection to template → pour walls concrete.
The dismounting process and traditional construction technique of the formwork construction technology are basically identical, are wanted when concrete strength reaches specification
After seeking strength of mould stripping, removed by following working procedure：Dismounting external add-in steel pipe → unscrew Screw arbor with nut at both-ends 6, and pull down butterfly
The horizontal double steel pipe 11 of butterfly 7 → dismounting of button lead it is stupefied → remove the horizontal overall glued mould 5 of vertical flitch back cord 3 → dismounting and prefabricated
Interruption fillet 9 → extract the bar segment of Screw arbor with nut at both-ends 6.
Certainly, it is above concrete application example of the present utility model, the utility model also has other embodiments, all
The technical scheme formed using equivalent substitution or equivalent transformation, all fall within the protection domain required by the utility model.
Claims (6)
1. a kind of shear wall formwork exempts from drilling construction structure, it is characterised in that：Including being arranged at shear wall both sides to be poured
The horizontal overall glued mould (5) of rectangle, interruption fillet is provided with the stitching portion of neighbouring overall glued mould (5)
(9), it is interrupted at the gap between fillet (9) and is provided with Screw arbor with nut at both-ends hole (8), Screw arbor with nut at both-ends is provided with Screw arbor with nut at both-ends hole (8)
(6), Screw arbor with nut at both-ends (6) is furnished with butterfly button (7) and horizontal double steel pipe (11)；Vertical cloth is provided with overall glued mould (5) both sides
The flitch back cord (3) put, presser feet flitch (4) is provided with the stitching portion of overall glued mould (5) and floor (1), on floor (1)
Provided with the embedded bar joint (2) for fixing presser foot flitch (4).
2. shear wall formwork according to claim 1 exempts from drilling construction structure, it is characterised in that：The embedded bar joint
(2) length is 250mm-300mm, and embedded bar joint (2) is 80mm-120mm in the exposure partial-length of floor (1).
3. shear wall formwork according to claim 1 exempts from drilling construction structure, it is characterised in that：The interruption fillet
(9) consistency of thickness of thickness and overall glued mould (5).
4. shear wall formwork according to claim 3 exempts from drilling construction structure, it is characterised in that：The overall glued mould
(5) using normal plywood thick 18mm, the generous size of length of the interruption fillet (9) is 300 × 15 × 18mm.
5. shear wall formwork according to claim 4 exempts from drilling construction structure, it is characterised in that：The Screw arbor with nut at both-ends hole
(8) aperture is 15mm.
6. shear wall formwork according to claim 4 exempts from drilling construction structure, it is characterised in that：The flitch back cord (3)
Arranged along wall short transverse, spacing 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720400039.1U CN206769379U (en) | 2017-04-17 | 2017-04-17 | Shear wall formwork exempts from drilling construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720400039.1U CN206769379U (en) | 2017-04-17 | 2017-04-17 | Shear wall formwork exempts from drilling construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206769379U true CN206769379U (en) | 2017-12-19 |
Family
ID=60630536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720400039.1U Expired - Fee Related CN206769379U (en) | 2017-04-17 | 2017-04-17 | Shear wall formwork exempts from drilling construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206769379U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532631A (en) * | 2018-05-28 | 2018-09-14 | 中国十七冶集团有限公司 | Formwork reinforcement structure and construction method at a kind of underground pipe gallery horizontal construction joint |
| CN110788989A (en) * | 2019-11-13 | 2020-02-14 | 佛山市伟格新思装饰建筑工程有限公司 | Shear wall prefabrication system |
| CN117588049A (en) * | 2024-01-08 | 2024-02-23 | 中建三局集团华南有限公司 | A construction device and construction method for turnable aluminum alloy plates and strips |
-
2017
- 2017-04-17 CN CN201720400039.1U patent/CN206769379U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532631A (en) * | 2018-05-28 | 2018-09-14 | 中国十七冶集团有限公司 | Formwork reinforcement structure and construction method at a kind of underground pipe gallery horizontal construction joint |
| CN110788989A (en) * | 2019-11-13 | 2020-02-14 | 佛山市伟格新思装饰建筑工程有限公司 | Shear wall prefabrication system |
| CN117588049A (en) * | 2024-01-08 | 2024-02-23 | 中建三局集团华南有限公司 | A construction device and construction method for turnable aluminum alloy plates and strips |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107023162A (en) | Shear wall formwork exempts from drilling construction method and its structure | |
| CN104695703B (en) | Exempt from boring shear wall construction template system and shear wall construction method | |
| CN206174146U (en) | Assembly type structure's assembly node | |
| CN206844314U (en) | A kind of new prefabricated assembled bean column node | |
| CN206769379U (en) | Shear wall formwork exempts from drilling construction structure | |
| CN105421810B (en) | Prefabricated wall panel reinforced masonry structure and construction method thereof | |
| CN104631513A (en) | Construction method for closing basement exterior wall post-cast strip | |
| CN206034631U (en) | Connected node of wallboard and floor | |
| CN107191006B (en) | Dismantling and repairing method for refractory concrete layer of diversion trench | |
| CN109972632A (en) | Recoverable soil nail pin-connected panel flexible cladding wall construction method | |
| CN102352630A (en) | Full-thread fiber resin rod body soil nailing wall and construction method thereof | |
| CN106592658B (en) | Foundation Construction Method for Demolition and Construction of House Foundation | |
| CN212224604U (en) | Wall connecting assembly for connecting outer wall scaffold and wall structure | |
| CN105370038A (en) | Jointing method of construction joint of reinforced concrete shear wall body | |
| CN208152107U (en) | Steel-edged rubber water stop mounting device | |
| CN206942196U (en) | The structure of attached assembling type node power consumption frame strengthening outside a kind of existing framework | |
| CN209585348U (en) | Workshop section's shear wall sliding push mode peace tears formwork system open after deformation joint | |
| CN109372133A (en) | In buried rubber fastening band positioning construction method is installed | |
| CN215212387U (en) | Basement outer wall template reinforced structure | |
| CN215166455U (en) | Low, multi-layer fully prefabricated assembled concrete structure | |
| CN201704954U (en) | Formwork opposite-pulling device for pouring waterproof walls | |
| CN205314534U (en) | A frame-column non-destructive tie-bonded steel formwork structure | |
| CN2921135Y (en) | Special concrete crack induction strip for concrete construction joint | |
| CN207392189U (en) | Unilateral template structure is consolidated to assembled stagnant water screw rod | |
| CN206815544U (en) | A kind of dry type node of column and beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171219 Termination date: 20200417 |