CN2155403Y - Spile form - Google Patents
Spile form Download PDFInfo
- Publication number
- CN2155403Y CN2155403Y CN 93217268 CN93217268U CN2155403Y CN 2155403 Y CN2155403 Y CN 2155403Y CN 93217268 CN93217268 CN 93217268 CN 93217268 U CN93217268 U CN 93217268U CN 2155403 Y CN2155403 Y CN 2155403Y
- Authority
- CN
- China
- Prior art keywords
- angle
- angle bar
- mould
- chassis
- bar
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a spile form used for casting concrete pillar and beam, comprising each group of four officers, a set of or more than a set of angle moulds, a plurality of insert plates inserted into the notch of each pair of adjacent angle moulds, wherein, each angle mould comprises a fixed angle iron, two connecting chassis respectively welded on the point of 90 DEG included angle of the both ends of the fixed angle iron, one is welded on the small triangle tube on the other end of the fixed angle iron and two moving angle irons disassembled and arranged on the fixed angle iron to form a notch by matching with the small triangle tube; each group of angle moulds can be relatively fixed through a scaffold. The utility model can reduce the construction cost, accelerate the construction progress and enhance the engineering quality.
Description
The utility model relates to a kind of building operations utensil, particularly a kind of Spile form that is used for fluid concrete post beam.
In present building operations, use timber shuttering fluid concrete post beam usually.In recent years, the steel mould of typing combination also is widely used for building operations.Even but use steel mould, in use still need a large amount of timber.Timber is the state control goods and materials, and because a variety of causes in the work progress, the wasting phenomenon of timber is also quite surprising, thereby construction cost is improved.In addition, come pillar beam form frame with timber shuttering or steel mould, consumption worker consuming time, operation is numerous and diverse.
The purpose of this utility model provides a kind of Spile form that is used for fluid concrete post beam, and it can save material significantly, reduces construction cost; Simple to operate flexible, accelerating construction progress; And can also improve workmanship.
The purpose of this utility model is carried out in the following manner, a kind of Spile form, comprise every group of fourth officer, a group or more angle mould, make every group of fourth officer angle mould relative fixed and lay respectively at connector on four summits of a rectangle, and somely insert each respectively the plate in the notch of adjacent angle mould.Wherein, described each secondary angle mould comprises a fixedly angle bar, two respectively solid welding spend the connection chassis of angles at fixing angle bar two ends 90, one root bead solid on fixing angle bar, be positioned at connect the opposite side in chassis and two right-angle sides respectively with fixing parallel little three cornues of two right-angle sides of angle bar, and and two one sides cooperate the movable angle bar that forms a notch with a right-angle side of little three cornues respectively with fixing respectively removably fixedly connected its another side, a side of angle bar respectively.
In addition, also comprise the four foundation dish lumps of wood, wherein each foundation dish lumps of wood adjacent with each two fixedly the angle bar lower end to be connected the chassis fixedly connected.
Also have, each of one group of angle mould fixedly the lower end of angle bar connect can organize angle mould with another in the chassis each fixedly to be connected the chassis removably fixedly connected in the upper end of angle bar.
Wherein said connector can comprise that one one end has screw thread, the other end that the connecting bolt of the adjustment hole of some axially spaced-aparts arrangements is arranged, a nut that meshes with the connecting bolt threaded one end, and the reinforcing bar pin that can insert each adjustment hole of the connecting bolt other end.In addition, described connector also can be the rod member that is fixed on the scaffold.
The utility model has the advantages that, no matter used plate width all can utilize, as long as its length reaches the transverse width of post beam; It does not need nail, iron wire, the lumps of wood and major part chock to reinforce, and can reduce the material of transversely strengthening simultaneously yet, therefore can save material in a large number, reduces construction cost significantly.Also have, its constructing operation is simple, and is flexible, compares with the conventional wood panels mould, reduced horizontal braces, vertically reinforces two procedures; And give and stay the concrete casting grout all very convenient with pre-doweling.In addition, can improve workmanship with its construction, for example, because of being welded with little three cornues on the angle mould, the post angle after therefore being shaped becomes chamfering by original right angle, and like this, concrete casting is easily closely knit, is not prone to truncation and arrisdefect phenomenon after the form removal; And for example, because adopt horizontal plate, weight is downward, so piece is tight, and the corner sealing is so be difficult for spillage or the like.
Below with reference to accompanying drawing embodiment of the present utility model is done detailed explanation.
Fig. 1 is the lateral view of the utility model one embodiment;
Fig. 2 is the sectional view along the A-A line among Fig. 1;
Fig. 3 is the enlarged drawing at position shown in the circle A among Fig. 2;
Fig. 4 is the connecting bolt structure chart;
Fig. 5 is reinforcing bar pin configuration figure.
Referring to Fig. 1 to Fig. 3, the Spile form that the utility model provides comprises that at least the angle mould 10 of one group of fourth officer has a group or more.Every secondary angle mould 10 comprises fixedly angle bar 11, two connections, 2, little three cornues 7 in chassis and two movable angle bar 3.Wherein, two connect chassis 2 is the arc plates that are quadrant, their respectively solid welding spend the angle districts at 90 of fixing angle bar 11 two ends.Little three cornues 7 also solid welding and are positioned at respect to the opposite side that connects chassis 2 on fixing angle bar 11, and its two right-angle sides are parallel with two right-angle sides of fixing angle bar 11 respectively, its length and the fixing equal in length of angle bar 11.Each root in two movable angle bar 3 passes one side and the fixing hole on angle bar 11 1 sides and removably being fixedly connected on fixedly on the angle bar 11 by some back-shaped pins 4, and their another side respectively and form a notch between the right-angle side of little three cornues 7.Owing to fixedly have the above hole of a row on angle bar 11 each side, so can be according to required notch width and the installation site of change activity angle bar 3 on fixing angle bar 11.
Can make one group of fourth officer angle mould 10 relative fixed by some connectors 12, and one group of fourth officer angle mould 10 is laid respectively on four summits of a rectangle (as shown in Figure 2).Connector 12 can be as shown in Figure 4 and Figure 5, comprise that one one end has screw thread, the other end that the connecting bolt 6 of some adjustment holes of arranging along its axially spaced-apart 8 is arranged, a nut 13 that meshes with connecting bolt 6 threaded one ends, and the reinforcing bar pin 9 that can insert in the wherein a certain adjustment hole 8 of the connecting bolt other end.
Insert plate 1 in the relative notch of relatively-stationary adjacent angle mould 10, the length of plate 1 is generally equal to the transverse width of a certain side of post beam of being poured into a mould.Certainly the width of notch should equal the thickness of plate 1.Plate 1 can adopt short old plate, also can adopt epoxy resin bamboo filament plate, polyvinyl chloride panel, steel form of typing or the like.
Usually, when making one group of fourth officer angle mould 10 relative positioning, do not tighten connector 12, and again it is tightened after being inserted into plate 1.
Generally the lower end at bottom one group of angle mould 10 fixedly mounts the four foundation dish lumps of wood 5, promptly every foundation dish lumps of wood 5 and two adjacent fixed angle bar 11 lower ends to be connected chassis 2 fixedly connected.Can make Spile form that a stable basis is arranged like this.
According to post depth of beam or the length that will pour into a mould, the above angle moulds 10 of two groups or two groups can be mutually permanently connected, promptly each of one group of angle mould 10 fixedly the lower end of angle bar 11 connect can organize angle mould 10 with another by back-shaped pin 4 in chassis 2 each fixedly to be connected chassis 2 removably fixedly connected in the upper end of angle bar 11.
In the above-described embodiments, also can be between angle mould and the angle mould without connecting bolt 12 this connectors, as long as fourth officer angle mould 10 is holded up to post centroclinal, insert plate 1 then, use again with the relatively-stationary rod member of scaffold to get final product to reinforcing around four angle moulds.
Using method of the present utility model is that (1) selects fixedly angle bar 11, and its connection chassis 2, lower end is fixed on the chassis lumps of wood 5; (2) installation activity angle bar 3 forms the plate notch; (3) connector 12(such as connecting bolt 6 etc. are installed); (4) plate 1 is installed; (5) fastening connection piece 12, make plate 1 and angle mould 10 form stiff assembly; (6) press said procedure and continue installation position another group angle mould and plate (annotate: behind certain altitude, can be) thereon along laterally making Spile form and scaffold relative fixed.During form removal, by carrying out with top reverse order.
Identical label is represented identical parts or structure in institute's drawings attached.
Claims (4)
1, a kind of Spile form, it is characterized in that, it comprises every group of fourth officer, a group or more angle mould, makes every group of fourth officer angle mould relative fixed and lays respectively at connector on four summits of a rectangle, and somely insert each respectively to the plate in the notch between the adjacent angle mould; Wherein, described each angle mould comprises a fixedly angle bar, two respectively solid welding on the fixing connection chassis in 90 ° of angle districts, angle bar two ends, the solid opposition side in fixing 90 ° of angle districts of angle bar of one root bead and two right-angle sides respectively with fixing parallel little three cornues of two right-angle sides of angle bar, and and two one sides removably fixedly connected its another side respectively and the little three cornues movable angle bar of formation one notch between the arm of angle always with a fixing side of angle bar respectively.
2, Spile form as claimed in claim 1 is characterized in that, also comprise four adjacent with each respectively two fixedly the angle bar lower end be connected the fixedly connected chassis lumps of wood in chassis.
3, Spile form as claimed in claim 1 or 2 is characterized in that, each of one group of angle mould fixedly the lower end of angle bar connect organize angle mould with another in the chassis each fixedly to be connected the chassis removably fixedly connected in the upper end of angle bar.
4, Spile form as claimed in claim 1, it is characterized in that, described connector comprises that one one end has screw thread, the other end that the connecting bolt of the adjustment hole of some axially spaced-aparts arrangements is arranged, a nut that meshes with the connecting bolt threaded one end, and the reinforcing bar pin that can insert each adjustment hole of the connecting bolt other end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 93217268 CN2155403Y (en) | 1993-06-28 | 1993-06-28 | Spile form |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 93217268 CN2155403Y (en) | 1993-06-28 | 1993-06-28 | Spile form |
Publications (1)
Publication Number | Publication Date |
---|---|
CN2155403Y true CN2155403Y (en) | 1994-02-09 |
Family
ID=33797235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 93217268 Expired - Fee Related CN2155403Y (en) | 1993-06-28 | 1993-06-28 | Spile form |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN2155403Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100340725C (en) * | 2002-10-18 | 2007-10-03 | 普立万公司 | Insert panel for concrete fillable formwork wall |
CN100374669C (en) * | 2004-12-06 | 2008-03-12 | 大韩住宅公社 | Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof |
CN102587639A (en) * | 2012-01-20 | 2012-07-18 | 浙江天元建设(集团)股份有限公司 | Double-layered skirting board and service method thereof |
CN102605948A (en) * | 2012-03-14 | 2012-07-25 | 李三猛 | Reinforcing equipment for independent column formwork |
CN106769765A (en) * | 2016-12-21 | 2017-05-31 | 安徽省建筑工程质量监督检测站 | Heat-insulation system impermeability testing mould |
-
1993
- 1993-06-28 CN CN 93217268 patent/CN2155403Y/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100340725C (en) * | 2002-10-18 | 2007-10-03 | 普立万公司 | Insert panel for concrete fillable formwork wall |
CN100374669C (en) * | 2004-12-06 | 2008-03-12 | 大韩住宅公社 | Built-up type box-shaped steel column for filling concrete therein and manufacturing method thereof |
CN102587639A (en) * | 2012-01-20 | 2012-07-18 | 浙江天元建设(集团)股份有限公司 | Double-layered skirting board and service method thereof |
CN102587639B (en) * | 2012-01-20 | 2014-09-17 | 浙江天元建设(集团)股份有限公司 | Double-layered skirting board and service method thereof |
CN102605948A (en) * | 2012-03-14 | 2012-07-25 | 李三猛 | Reinforcing equipment for independent column formwork |
CN102605948B (en) * | 2012-03-14 | 2014-08-27 | 李三猛 | Reinforcing equipment for independent column formwork |
CN106769765A (en) * | 2016-12-21 | 2017-05-31 | 安徽省建筑工程质量监督检测站 | Heat-insulation system impermeability testing mould |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201474164U (en) | Combined corrugated web box girder | |
CN2155403Y (en) | Spile form | |
CN2535492Y (en) | Adjustable combination type building large form-board | |
CN2367690Y (en) | Section-adjustable rectangular column formboard | |
CN215518324U (en) | Distribution beam connecting structure | |
CN217151235U (en) | Beam bottom template supporting system | |
CN109797893A (en) | The fast mold changing systems of building heat preservation integrated template | |
CN2216106Y (en) | Self-locking light steel shuttering | |
CN212865817U (en) | Stagnant water steel sheet reinforcing apparatus | |
CN109057318B (en) | Assembly type building template system and wall body module | |
CN2304714Y (en) | Assembled steel frame coating formwork | |
CN2714709Y (en) | Building template supporting assembly structure | |
CN216840588U (en) | Assembled grid support frame | |
CN221193893U (en) | Disassembly-free steel bar truss floor support plate | |
CN110424732A (en) | The construction method of template system for concreting | |
CN202266015U (en) | Building side template system with framework structure | |
CN221298352U (en) | Quick-assembling steel bar truss floor support plate | |
CN218083286U (en) | Prefabricated wallboard mould device | |
CN218623296U (en) | Supporting template for downward turning beam construction | |
CN217581242U (en) | Novel template support system | |
CN216552530U (en) | Single-face laminated slab concrete shear wall structure with detachable formwork | |
CN219837952U (en) | Arc concrete wall template | |
CN216516856U (en) | Grid support frame for building | |
CN215564404U (en) | Steel formwork for cast-in-place pile concrete hanging plate wall | |
CN218748486U (en) | Case roof beam roof bar ligature assistance-localization real-time device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |