CN106760503A - A kind of constructional column based on standard knot combination is poured uses template - Google Patents
A kind of constructional column based on standard knot combination is poured uses template Download PDFInfo
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- CN106760503A CN106760503A CN201611025339.2A CN201611025339A CN106760503A CN 106760503 A CN106760503 A CN 106760503A CN 201611025339 A CN201611025339 A CN 201611025339A CN 106760503 A CN106760503 A CN 106760503A
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- template
- standard
- plate
- constructional column
- poured
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- 238000009415 formwork Methods 0.000 claims abstract description 23
- 239000002023 wood Substances 0.000 claims abstract description 14
- 239000000203 mixtures Substances 0.000 claims abstract description 13
- 239000000463 materials Substances 0.000 claims abstract description 8
- 230000000875 corresponding Effects 0.000 claims abstract description 5
- 238000000465 moulding Methods 0.000 claims abstract description 4
- 210000000614 Ribs Anatomy 0.000 claims description 33
- 210000000282 Nails Anatomy 0.000 claims description 23
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 239000011514 iron Substances 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 8
- 239000002390 adhesive tape Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 14
- 210000003660 Reticulum Anatomy 0.000 abstract description 2
- 210000003491 Skin Anatomy 0.000 abstract description 2
- 239000002131 composite materials Substances 0.000 abstract description 2
- 238000000151 deposition Methods 0.000 abstract description 2
- 230000011218 segmentation Effects 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 3
- 238000005516 engineering processes Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solids Substances 0.000 description 1
- 239000000126 substances Substances 0.000 description 1
- 239000002699 waste materials Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
- E04G13/028—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for columns' capital
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/025—Buckets specially adapted for use with concrete
Abstract
Description
Technical field
The present invention relates to a kind of construction instrument, specially a kind of constructional column based on standard knot combination is poured uses mould Plate.
Background technology
With continuing to develop for building construction technology, the requirement more and more higher to building wall Forming Quality.Existing building In the construction of engineering construction post, plank sheathing is typically close to the casting space that wall both sides form constructional column, Ran Houcong in advance Artificial concrete in the opening for setting is stayed in construction column template upper end, and the construction of wall structure post uses a formwork to top, once Complete concrete placings.Because construction column space is smaller and reinforcing bar is closeer, constructed using the above method, the middle and lower part position of constructional column Concreting and inconvenience of vibrating, easily cause concrete perception and entity after shaping of poor quality, and mixed at mouth due to being poured Solidifying soil cannot effectively vibrate, and effectively connection cannot be produced between constructional column top and agent structure, so as to cause Antiseismic building Performance reduction influence safety.In operation, model sheetinstallat, dismounting trouble, the material number of turnover are low, and human and material resources are wasted Phenomenon is serious.
The patent of Application No. 201510272937.9 discloses a kind of construction column template, is again based on standardization section Thought, including front face template and backside template, although efficiency of construction can be improved, but the height of backside template and front face template Size needs matching, and the fixing means of front face template and backside template to require synchronously to carry out, and increased template and fixes link Operating time；Additionally, due to the detailing requiments of front cast template, the aperture position for pouring mouth is on the lower side, is easily caused constructional column upper end Concrete cannot be poured effectively.
The patent of application number 201110285923.2 discloses a kind of masonry project constructional column section construction method, it is necessary to elder generation Technical parameter is determined according to constructional column, template processing and fabricating is then carried out, re-segmenting is installed and concrete placings.The method is more numerous It is trivial, it is accomplished by reserved opening to take into account during masonry panel, time and material resources are relatively costly, without stronger universality, The phenomenon of waste of material is difficult to than more serious, and because job site workman's total quality is not universal high in operation accuracy To guarantee.
The content of the invention
For Shortcomings in the prior art, constructional column concreting matter is can effectively ensure that the invention provides one kind Amount, and be convenient to mount and dismount, improve the constructional column of operating efficiency and pour and use template.
The present invention is to realize above-mentioned technical purpose by following technological means.
A kind of constructional column based on standard knot combination is poured and uses template, including front template, pours funnel 4, rear pattern plate 5 and folder Tool 6, the front template includes preceding standard form, preceding motor-driven template and top formwork for placing；
The preceding standard form includes the first plate body, two the first cross ribs and two for being located at the first plate body upper and lower ends respectively Individual first longitudinal rib, first cross rib and the first longitudinal rib are integrally formed with the first plate body respectively, and first cross rib is provided with One keyhole, the preceding standard form is identical with the shape of preceding motor-driven template, and the height of the preceding motor-driven template has multiple choices；
The top formwork for placing, including the 3rd plate body, three be located at the 3rd plate body upper and lower ends and centre respectively 3rd cross rib and two the 3rd longitudinal ribs, the 3rd cross rib and the 3rd longitudinal rib are integrally formed with the 3rd plate body respectively, and the described 3rd 3rd cross rib at plate body two ends is provided with the 3rd keyhole, is offered in the middle of the 3rd plate body upper end and pours mouth, described to pour mouth Mouth-shaped identical frid is provided with and pours, three sides of the frid are respectively equipped with draw-in groove, and closing flap is detachable with frid Connection, closing flap can will pour mouth and seal by frid screens；
The funnel that pours includes blanking funnel, funnel flashboard and bell mouth, and the blanking funnel passes through draw-in groove and frid It is detachably connected, the funnel flashboard being capable of closing funnel mouthful；
It is detachably connected between the preceding standard form, preceding motor-driven template, top formwork for placing；
The front template is brought into close contact by fixture with rear pattern plate with wall；
The front template is collectively forming the molding space for pouring constructional column with rear pattern plate and corresponding wall.
Preferably, the height of the preceding standard form is 600mm, the height of the preceding motor-driven template for 150mm or 300mm。
Preferably, the fixture includes that Screw arbor with nut at both-ends, bolt, the lumps of wood erect that stupefied and horizontal stroke is stupefied, and the front template is arranged on wall Side, the rear pattern plate puts the other side in wall, and the rear pattern plate is wooden, is respectively arranged on the left side and the right side in front template The lumps of wood erects stupefied, and erecting stupefied front end in the lumps of wood is provided with horizontal stupefied, and the rear pattern plate also is provided with the lumps of wood and erects stupefied with front template correspondence position, described Screw rod passes through the horizontal stupefied, lumps of wood to erect stupefied, rear pattern plate and wall, and screw rod both sides are connected to nut, by front template, rear pattern plate point It is not brought into close contact with wall.
Preferably, connected by keyhole and hole pin between the preceding standard form, preceding motor-driven template, top formwork for placing Connect.
Preferably, two the first longitudinal rib outsides are located on the first plate body of the preceding standard form and are provided with the first nail, it is preceding Standard form realizes preceding secondary fixation between standard form and wall by the first nail and iron nail.
Preferably, two the 3rd longitudinal rib outsides are located on the 3rd plate body of the top formwork for placing and are provided with the 3rd nail, Top formwork for placing realizes the secondary fixation between top formwork for placing and wall by the 3rd nail and iron nail.
Preferably, also including two-sided sponge leakproof adhesive tape, the two-sided sponge leakproof adhesive tape be located at wall and front template with And between rear pattern plate, arranged along wall Longitudinal extending.
Preferably, the preceding standard form, preceding motor-driven template, the making material of top formwork for placing are steel.
The present invention has advantages below compared with prior art：
1) when the present apparatus is used to pour constructional column concrete, constructed using standard knot composite assembly, segmentation can be carried out and poured With vibrate, prevent concrete from honeycomb, pitted skin, empty situation occur；
2) when constructional column top is constructed, both can conveniently be poured using depositing funnel, also ensure that concrete was fully closely knit；
3) device can be assembled and disassembled freely and folding, it is not necessary to manually cut unnecessary coagulation at funnel after concrete initial set Soil, it is possible to increase all transfer efficients of material, greatly facilitates construction.
Brief description of the drawings
Fig. 1 is a whole set of constructing device front view that template of the present invention is poured for constructional column.
Fig. 2 is a whole set of constructing device rearview that template of the present invention is poured for constructional column.
Fig. 3 is the structural representation of preceding standard form of the present invention.
Fig. 4 is the structural representation of preceding motor-driven template of the present invention.
Fig. 5 is the structural representation of top formwork for placing of the present invention.
Fig. 6 is the profile of Fig. 5.
Fig. 7 is the structural representation of funnel of the present invention.
Fig. 8 is the left view of Fig. 7.
Fig. 9 is the structural representation that funnel of the present invention is used for top formwork for placing.
Figure 10 is the structural representation that front template of the present invention and rear pattern plate fixture are fixed on wall.
Figure 11 is horizontal stupefied front view in Figure 10.
Wherein：1. standard form before；101. first plate bodys；102. first is horizontal stupefied；103. first longitudinal ribs；104. first bolts Hole；105. first nail；2. motor-driven template before；204. second keyholes；205. second nail；3. top formwork for placing；301. Three plate bodys；302. the 3rd cross ribs；303 the 3rd longitudinal ribs；304. the 3rd keyholes；305. the 3rd nail；306. frids；307. draw-in grooves； 308. closing flaps 4. pour funnel；401. blanking funnels；402. funnel flashboards；5. rear pattern plate；6. stationary fixture；601. pairs of drawings Screw rod；602. nuts；603. lumps of wood erect stupefied；604. is horizontal stupefied；7. wall.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the present invention is further illustrated, but protection scope of the present invention is simultaneously Not limited to this.
As shown in Figure 1, 2, a kind of constructional column casting concrete template based on standard knot combination, including front template, pour Funnel 4, rear pattern plate 5 and fixture 6 are built, the front template includes preceding standard form 1, preceding motor-driven template 2, top formwork for placing 3, institute State fixture 6 and erect stupefied 603, horizontal stupefied 604 including Screw arbor with nut at both-ends 601, the bolt 602, lumps of wood, the front template and rear pattern plate are respectively provided with The molding space for pouring constructional column is collectively forming in the both sides of wall 7 and with corresponding wall.The front template and rear pattern plate 5 are logical Fixture 6 is crossed to be brought into close contact with wall 7 respectively.The front template is steel, and rear pattern plate 5 is wooden.Wall 7 with it is forward and backward Template joint place is provided with the two-sided sponge leakproof adhesive tape arranged along the Longitudinal extending of wall 7, by fixture 6 by the leakproof adhesive tape It is pressed between forward and backward template and corresponding wall 7.
As shown in figure 3, the preceding standard form 1 includes the first plate body 101, two respectively positioned at the first plate body about 101 First cross rib, 102, two first longitudinal ribs 103 at two ends, first cross rib 102 is provided with the first keyhole 104.As shown in figure 4, The preceding standard form 1 is identical with the shape of preceding motor-driven template 2, the preceding motor-driven template 2 it is Height Adjustable.
As shown in Figure 5 and Figure 6, the top formwork for placing 3, including the 3rd plate body 301, three is located at the 3rd plate body respectively 302, two the 3rd longitudinal ribs 303 of the 3rd cross rib of 301 upper and lower ends and centre, the 3rd horizontal stroke at the two ends of the 3rd plate body 301 Rib 302 is provided with the 3rd keyhole 304, is offered in the middle of the upper end of the 3rd plate body 301 and pours mouth, it is described pour mouth be provided with Mouth-shaped identical frid 306 is poured, three sides of the frid 306 are respectively equipped with draw-in groove 307, closing flap 308 and frid 306 It is detachably connected, closing flap 308 can will pour mouth and seal by the screens of frid 306.
As shown in Figure 7 and Figure 8, the funnel 4 that pours includes blanking funnel 401, funnel flashboard 402 and bell mouth, described Blanking funnel 401 is detachably connected by draw-in groove 307 with frid 306, and the funnel flashboard 402 being capable of closing funnel mouthful.
When practice of construction is operated, two-sided sponge leakproof adhesive tape is pasted in advance, as shown in Figure 10, using the He of Screw arbor with nut at both-ends 601 The lumps of wood of both sides erects stupefied 603 before and after the logical rear pattern plate high 5 of the fixation of nut 602 and wall 7, and now reinforcing bar colligation sets up in constructional column Complete, its space is sealed by wall 7 and the face of rear pattern plate 5 three.Then standard form 1 before lowermost end is installed, also known as the first standard knot, The height of the first standard knot is 600mm in the present embodiment, is fixed using horizontal stupefied 604 and nut 602, and nail can be used if necessary 105 and iron nail realize the secondary fixation of plate and wall, horizontal stupefied 604 front view is as shown in figure 11.Now constructional column lowermost end four Week sealing, inside casting concrete simultaneously vibrates, and due to the concrete whereabouts discrepancy in elevation less, can effectively prevent concrete by under eminence Fall caused segregation phenomenon, and effectively vibrating for concrete can prevent the generation of voids and pits, so as to ensure that constructional column Pouring quality.
First standard knot is installed after the completion of pouring and installs the second standard knot, same solid using horizontal stupefied 604 and the compression of nut 602 It is fixed, the secondary fixation of plate and wall can be realized with the first nail 105 and iron nail if necessary, using the first keyhole 104 and hole pin The connection between the first standard knot and the second standard knot is realized, with after-pouring vibrated concrete.Three, the 4th standard knots are with second Standard knot is operated.
Preceding motor-driven template 2 is identical with preceding standard form 1 with use also known as the installation of motor-driven section, using horizontal stupefied 604 and nut 602 are fixed, and second nail 205 and iron nail of motor-driven template 2 realize the secondary fixation of plate and wall before can use if necessary, adopt The connection between motor-driven section and standard knot or motor-driven section and motor-driven section is realized with keyhole the 2nd 204 and hole pin, is shaken with after-pouring Smash concrete.Motor-driven sections can be formed by the different form assembly of some block sizes, and the height of motor-driven section is in the present embodiment 150mm or 300mm, its main purpose is to pour masterplate setting height(from bottom) to adjust top, is constructed with guarantee with convenient working Quality.
The installation of top formwork for placing 3 is identical with standard knot, is fixed with horizontal stupefied 604 and bolt 602, can use if necessary 3rd nail 305 and iron nail realize the secondary fixation of plate and wall, and standard knot or machine are realized using the 3rd keyhole 304 and hole pin Connection between dynamic section.
The mouth that pours of top formwork for placing 3 is the conveying of constructional column middle and upper part and vibrated concrete passage, as shown in figure 9, opening Open closing flap 308 and funnel flashboard 402, blanking funnel 401 is installed, concrete is conveyed and from opening by blanking funnel 401 Place's insertion vibrating spear is vibrated, until concrete surface is higher than constructional column top, close closing flap 308 and funnel flashboard successively 402, blanking funnel 401 is dismantled, carry out concrete enclosing maintenance.Any excess concrete is reclaimed in blanking funnel 401, blanking leakage Bucket 401 can be recycled.So as to ensure that the pouring quality of constructional column, and the after-treatment of top concrete need not be carried out, Greatly improve construction working efficiency.
Preferred embodiment but the present invention is not limited to above-mentioned implementation method to the embodiment for of the invention, not In the case of substance of the invention, any conspicuously improved, replacement that those skilled in the art can make Or modification belongs to protection scope of the present invention.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611025339.2A CN106760503A (en) | 2016-11-22 | 2016-11-22 | A kind of constructional column based on standard knot combination is poured uses template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611025339.2A CN106760503A (en) | 2016-11-22 | 2016-11-22 | A kind of constructional column based on standard knot combination is poured uses template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106760503A true CN106760503A (en) | 2017-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611025339.2A CN106760503A (en) | 2016-11-22 | 2016-11-22 | A kind of constructional column based on standard knot combination is poured uses template |
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| CN (1) | CN106760503A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661240A (en) * | 2018-05-22 | 2018-10-16 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN108798004A (en) * | 2018-06-28 | 2018-11-13 | 中国建筑局（集团）有限公司 | A kind of constructional column formwork for placing component for exempting to pick chisel |
| CN108999407A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of constructional column concreting top uses the construction method of funnel |
| CN110206303A (en) * | 2019-06-05 | 2019-09-06 | 南通鑫金建设集团有限公司 | Hollow elastic sealing strip secondary structure template construction method is installed |
| CN111042386A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Novel constructional column anti-slurry-overflowing construction process |
-
2016
- 2016-11-22 CN CN201611025339.2A patent/CN106760503A/en active Search and Examination
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661240A (en) * | 2018-05-22 | 2018-10-16 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN108661240B (en) * | 2018-05-22 | 2019-06-28 | 中国矿业大学 | A kind of straight type wall structure column construction method |
| CN108798004A (en) * | 2018-06-28 | 2018-11-13 | 中国建筑局（集团）有限公司 | A kind of constructional column formwork for placing component for exempting to pick chisel |
| CN108999407A (en) * | 2018-09-29 | 2018-12-14 | 北京首钢建设集团有限公司 | A kind of constructional column concreting top uses the construction method of funnel |
| CN110206303A (en) * | 2019-06-05 | 2019-09-06 | 南通鑫金建设集团有限公司 | Hollow elastic sealing strip secondary structure template construction method is installed |
| CN111042386A (en) * | 2019-11-28 | 2020-04-21 | 江苏永联精筑建设集团有限公司 | Novel constructional column anti-slurry-overflowing construction process |
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