CN203792480U - Steel-wood reserved internal formwork - Google Patents
Steel-wood reserved internal formwork Download PDFInfo
- Publication number
- CN203792480U CN203792480U CN201420138227.8U CN201420138227U CN203792480U CN 203792480 U CN203792480 U CN 203792480U CN 201420138227 U CN201420138227 U CN 201420138227U CN 203792480 U CN203792480 U CN 203792480U
- Authority
- CN
- China
- Prior art keywords
- muscle
- steel
- wood
- internal mold
- plank sheathing
- 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 - Lifetime
Links
- 239000002023 wood Substances 0.000 title claims abstract description 21
- 238000009415 formwork Methods 0.000 title abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 210000003205 muscle Anatomy 0.000 claims description 66
- 238000000465 moulding Methods 0.000 claims description 17
- 238000003032 molecular docking Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 230000003014 reinforcing effect Effects 0.000 description 8
- 239000004567 concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000011178 precast concrete Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A steel-wood reserved internal formwork is characterized by comprising a central truss and forms surrounding the central truss and supported thereby. The forms include steel forms in a circular structure and bar-pass hole wooden forms. The steel forms and the bar-pass hole wooden forms are stacked in the height-wise direction of the formwork to form the steel-wood reserved internal formwork. The bar-pass hole wooden forms and the steel forms are fixedly supported through locking members. The steel-wood reserved internal formwork is reasonable in structural design, high in form rigidity and convenient to set up and demount. The steel-wood reserved internal formwork is in the structure that the circular steel forms and the bar-pass hole wooden forms are stacked, the bar-pass hole wooden forms are arranged in a bar-pass area, the steel forms are arranged at other parts, fitting tightness and firmness of the steel-wood reserved internal formwork is guaranteed, demounting and mounting construction efficiency is improved effectively, and construction quality is guaranteed.
Description
Technical field
The utility model belongs to precast concrete construction mould, is specifically related to a kind of inner steel wood that need to reserved get rid of muscle in conjunction with getting rid of muscle internal mold.
Background technology
Getting rid of muscle internal mold is the conventional internal mold mould of precast concrete pouring construction with hollow structure.Owing to getting rid of the reinforcing bar perforating that reserves precast concrete hollow part on muscle internal mold, if can realize easily existing, wear the installation and removal of getting rid of muscle internal mold in reinforcing bar situation, more can meet production requirement.In prior art, get rid of muscle internal mold and adopt steel form plate face the reserved muscle hole of getting rid of, its fastness is higher, but when carrying out form removal, be subject to the constraint of two direction reinforcing bars in length and breadth, form removal is very difficult even cannot realize reasonable form removal, and the destruction that need to carry out template plate face can meet form removal requirement.Operation problem during for fear of dismounting, also have at present and in construction, adopt complete wooden template plate face, owing to getting rid of, the reinforced hole distributing on muscle internal mold is more, during form removal, can only adopt destructive dismounting, each construction all needs again to make template, this makes template larger with the consumption of timber, and the processing and fabricating cycle is long.If adopt non-dismantling formwork web plate face of the prior art, mesh spacing is fixed value, and this does not only reach wearing the required precision of reinforcing bar accurate contraposition, simultaneously at the easy spillage in mesh place, affects concrete pouring quality.
Utility model content
The utility model provides a kind of reasonable in design, formwork rigidity is high and tear easily steel wood open in conjunction with getting rid of muscle internal mold.This gets rid of muscle internal mold and adopts the annular steel form of stack setting and wear muscle hole plank sheathing overlaying structure, adopt and to wear muscle hole plank sheathing wearing muscle region, at other positions, adopt steel form, fitting tight degree and the fastness of muscle inside molding plate have not only been guaranteed to get rid of, the dismounting efficiency of construction also effectively providing, guarantees construction quality.
The technical scheme that the utility model adopts is as follows:
A kind of steel wood is in conjunction with getting rid of muscle internal mold, described in it is characterized in that, get rid of muscle internal mold and comprise center truss, the periphery of this center truss arranges the template by its support, described template comprises the steel form of loop configuration and wears muscle hole plank sheathing, described steel form and wear the stack in described short transverse of getting rid of muscle internal mold of muscle hole plank sheathing composition inside molding plate is set, described in wear between muscle hole plank sheathing and steel form and realize fixed support by locking part.
In the specific embodiment, the steel form of described loop configuration is comprised of the docking of polylith Arc moulding board, and the inner face of described Arc moulding board arranges vertical back cord, is provided with the adjusting being connected with center truss and supports leading screw on this vertical back cord.
In one embodiment, described adjusting is supported leading screw and is connected described Arc moulding board by bearing pin, and this bearing pin connecting portion is provided with retaining mechanism.
In one embodiment, described in to wear muscle hole plank sheathing be to be assemblied to form by multi-disc arc plank sheathing, this is worn on the template face of muscle hole plank sheathing and arranges and wear muscle perforate.
In another embodiment, described in wear on the inner face of muscle hole plank sheathing and be provided with brace a tree, used in making timber for boats, this wood a tree, used in making timber for boats arranges by locking between locking part and steel form.
This steel wood is comprised of center truss and annular steel form in conjunction with the main body of getting rid of muscle internal mold, steel form adopts the Arc moulding board of multi-disc docking to form, and can carry out industrialization sizing preparation, and template not only rigidity is high, splicing precise degree is high simultaneously, more easily guarantees construction quality.On height, distributing, by wearing, muscle hole plank sheathing is corresponding to be assembled the muscle that gets rid of arranging, and sees through and wears accurate perforate reserved on the plank sheathing of muscle hole, can guarantee that the muscle that gets rid of of tapping can dock with one heart with the muscle that gets rid of on opposite.In concrete construction process, the instrument reinforcing bar that gets rid of muscle internal mold hollow part is mated condition, can after having built, remove required precision when this can guarantee to dock reinforcing bar again.This gets rid of muscle internal mold and is propping up immediately, steel form, in integral assembling moulding outside the venue, is connected the adjusting support leading screw arranging steel form is extended out to support with it by center truss, realize mould and put in place fixing, carry out every layer again and get rid of the fixing of place, muscle hole plank sheathing, then integral hoisting puts in place.While carrying out form removal, first by steel form overall pulling down, then the plank sheathing that gets rid of muscle position is carried out to destructiveness and remove, the form removal of having avoided steel form to conflict with reinforcing bar causing is difficult.
The beneficial effects of the utility model are, this steel wood in conjunction with get rid of that muscle internal model structure is reasonable in design, formwork rigidity is high and tear open convenient.This gets rid of muscle internal mold and adopts the annular steel form of stack setting and wear muscle hole plank sheathing overlaying structure, adopt and to wear muscle hole plank sheathing wearing muscle region, at other positions, adopt steel form, fitting tight degree and the fastness of muscle inside molding plate have not only been guaranteed to get rid of, the dismounting efficiency of construction also effectively providing, guarantees construction quality.
Below in conjunction with the drawings and specific embodiments, the utility model is further elaborated.
The specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, this steel wood in conjunction with get rid of muscle internal mold mainly by the steel form 20 of center truss 10, loop configuration, wear muscle hole plank sheathing 30, regulate and support leading screw 22 and form.Center truss 10 is arranged in the inner ring that gets rid of muscle internal mold, plays the effect of getting rid of muscle internal mold integral body of supporting.When building, can resist the concrete lateral pressure that template bears and guarantee formwork rigidity, the steel form 20 of loop configuration and wear the stack in described short transverse of getting rid of muscle internal mold of muscle hole plank sheathing 30 composition inside molding plate is set.The steel form 20 of loop configuration is comprised of the docking of six Arc moulding boards, what every Arc moulding board was decile, the inner face of described Arc moulding board arranges vertical back cord 23, is provided with the adjusting support leading screw 22 being connected with center truss on this vertical back cord 23.Regulate support leading screw to play a supportive role when cast concrete, during the demoulding, work the mould effect of receiving.Regulate support leading screw to connect described Arc moulding board by bearing pin, this bearing pin connecting portion is provided with retaining mechanism.
The arc plank sheathing of wearing muscle hole plank sheathing 30 and being also by six deciles is assemblied to form, and this is worn on the template face of muscle hole plank sheathing and arranges and wear muscle perforate, for reinforcing bar 21, wears.As shown in Figure 4, wear on the inner face of muscle hole plank sheathing and be provided with brace a tree, used in making timber for boats 31, this wood a tree, used in making timber for boats 31 arranges by locking between locking part and wedge 32 and steel form.
Accompanying drawing explanation
Fig. 1 is a cross-sectional view of the utility model specific embodiment;
Fig. 2 is the opposing party's bit architecture schematic diagram of the utility model specific embodiment;
Fig. 3 is this contour structures schematic diagram that gets rid of muscle internal mold in the utility model specific embodiment;
Fig. 4 is the part-structure schematic diagram of the utility model specific embodiment.
Claims (5)
1. a steel wood is in conjunction with getting rid of muscle internal mold, described in it is characterized in that, get rid of muscle internal mold and comprise center truss, the periphery of this center truss arranges the template by its support, described template comprises the steel form of loop configuration and wears muscle hole plank sheathing, described steel form and wear the stack in described short transverse of getting rid of muscle internal mold of muscle hole plank sheathing composition inside molding plate is set, described in wear between muscle hole plank sheathing and steel form and realize fixed support by locking part.
2. steel wood according to claim 1 is in conjunction with getting rid of muscle internal mold, the steel form that it is characterized in that described loop configuration is comprised of the docking of polylith Arc moulding board, the inner face of described Arc moulding board arranges vertical back cord, is provided with the adjusting being connected with center truss and supports leading screw on this vertical back cord.
3. steel wood according to claim 2, in conjunction with getting rid of muscle internal mold, is characterized in that described adjusting support leading screw connects described Arc moulding board by bearing pin, and this bearing pin connecting portion is provided with retaining mechanism.
4. the steel wood of stating according to claim 1 is in conjunction with getting rid of muscle internal mold, and described in it is characterized in that, wearing muscle hole plank sheathing is to be assemblied to form by multi-disc arc plank sheathing, and this is worn on the template face of muscle hole plank sheathing and arranges and wear muscle perforate.
According to the steel wood of claim 4 in conjunction with getting rid of muscle internal mold, described in it is characterized in that, wear on the inner face of muscle hole plank sheathing and be provided with brace a tree, used in making timber for boats, this wood a tree, used in making timber for boats arranges by locking between locking part and steel form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420138227.8U CN203792480U (en) | 2014-03-26 | 2014-03-26 | Steel-wood reserved internal formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420138227.8U CN203792480U (en) | 2014-03-26 | 2014-03-26 | Steel-wood reserved internal formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203792480U true CN203792480U (en) | 2014-08-27 |
Family
ID=51374745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420138227.8U Expired - Lifetime CN203792480U (en) | 2014-03-26 | 2014-03-26 | Steel-wood reserved internal formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203792480U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653782A (en) * | 2017-09-28 | 2018-02-02 | 浙江兴土桥梁临时钢结构工程有限公司 | Continuous beam pier top section pours inner form support system |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
-
2014
- 2014-03-26 CN CN201420138227.8U patent/CN203792480U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653782A (en) * | 2017-09-28 | 2018-02-02 | 浙江兴土桥梁临时钢结构工程有限公司 | Continuous beam pier top section pours inner form support system |
| CN107653782B (en) * | 2017-09-28 | 2023-06-06 | 兴土股份有限公司 | Continuous beam pier top section pouring internal mold supporting system |
| CN109057318A (en) * | 2018-09-25 | 2018-12-21 | 韶关学院 | Assembled architecture template system and wall body module |
| CN109057318B (en) * | 2018-09-25 | 2020-09-04 | 韶关学院 | Assembly type building template system and wall body module |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104264862B (en) | 3D printing reinforcement masonry shear wall structure and construction method thereof | |
| CN203712840U (en) | Small box girder concrete pouring mold | |
| CN204850442U (en) | A arc formwork for special -shaped beam column node | |
| CN208072950U (en) | A kind of combination set shaped steel formwork | |
| CN204174634U (en) | A kind of wind-driven generator tower frame foundation structure | |
| CN203792480U (en) | Steel-wood reserved internal formwork | |
| CN104131700B (en) | A kind of door and window Cast-in-situ Beam casting method and mould | |
| CN105239779A (en) | Construction method of core tube and core tube | |
| CN202428530U (en) | Segment hydraulic internal mold device capable of adjusting size | |
| CN207189920U (en) | A kind of prefabricated concrete retaining wall die device | |
| CN106393399A (en) | Prefabricated stairway formwork | |
| CN201736316U (en) | Prefabricated mold of high-speed railway bridge shielding plate component | |
| CN203066101U (en) | Combined prefabricated column foundation core die | |
| CN205997124U (en) | A kind of assembling die for making concrete slab | |
| CN202155941U (en) | Special die for producing water closet | |
| CN201597103U (en) | Gypsum block die | |
| CN206186087U (en) | A mould for preparing go out muscle prefab | |
| CN114575520A (en) | Split type connecting bridge and cavity module applying same | |
| CN204894178U (en) | Bolt fast -assembling brickmaking mould | |
| CN210850729U (en) | One-way superimposed sheet bending resistance mould and side forms thereof | |
| CN202862350U (en) | Foam truss-type internal mold combined structure for highway box grider | |
| CN203905326U (en) | Construction form for construction of roof exhaust pipe piers | |
| CN203144880U (en) | Box girder structure with end portion thickened | |
| CN205088944U (en) | A building templates for concrete placement | |
| CN204001719U (en) | Quick revenue and expenditure internal mold for a kind of concrete construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140827 |