CN206267523U - 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
- Publication number
- CN206267523U CN206267523U CN201621246827.1U CN201621246827U CN206267523U CN 206267523 U CN206267523 U CN 206267523U CN 201621246827 U CN201621246827 U CN 201621246827U CN 206267523 U CN206267523 U CN 206267523U
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- template
- constructional column
- poured
- wall
- rear pattern
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- Expired - Fee Related
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- 238000009415 formwork Methods 0.000 claims abstract description 23
- 239000002023 wood Substances 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 8
- 238000000465 moulding Methods 0.000 claims abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 16
- 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 13
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000000151 deposition Methods 0.000 abstract description 2
- 230000011218 segmentation Effects 0.000 abstract description 2
- 238000012546 transfer Methods 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect 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
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model is poured there is provided a kind of constructional column based on standard knot combination and uses template,Including front template,Pour funnel,Rear pattern plate and fixture,The front template includes preceding standard form,Preceding motor-driven template,Top formwork for placing,The fixture includes Screw arbor with nut at both-ends,Bolt,The lumps of wood erects stupefied,It is horizontal stupefied,The front template and rear pattern plate are separately positioned on wall both sides,It is brought into close contact with wall respectively by fixture,The front template and rear pattern plate are collectively forming the molding space for pouring constructional column with corresponding wall,The utility model is constructed using standard knot composite assembly,Can freely assemble and disassemble and folding,Segmentation can be carried out to pour and vibrate,Prevent concrete from honeycomb occur,Pitted skin,Empty situation,And when constructional column top is constructed,Both can conveniently be poured using depositing funnel,Also ensure that concrete is fully closely knit,Improve all transfer efficients of material,Greatly facilitate construction.
Description
Technical field
The utility model is related to a kind of construction instrument, specially a kind of constructional column based on standard knot combination to pour use
Template.
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.
Utility model content
For Shortcomings in the prior art, the utility model can effectively ensure that constructional column concrete is poured there is provided one kind
Quality is built, and is convenient to mount and dismount, improved the constructional column of operating efficiency and pour and use template.
The utility model 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 utility model 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) present apparatus 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 described in the utility model is poured for constructional column.
Fig. 2 is a whole set of constructing device rearview that template described in the utility model is poured for constructional column.
Fig. 3 is the structural representation of preceding standard form described in the utility model.
Fig. 4 is the structural representation of preceding motor-driven template described in the utility model.
Fig. 5 is the structural representation of top formwork for placing described in the utility model.
Fig. 6 is the profile of Fig. 5.
Fig. 7 is the structural representation of funnel described in the utility model.
Fig. 8 is the left view of Fig. 7.
Fig. 9 is the structural representation that funnel described in the utility model is used for top formwork for placing.
Figure 10 is the structural representation that front template described in the utility model 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 is further described to the utility model, but guarantor of the present utility model
Shield scope is 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.
The embodiment for it is of the present utility model preferred embodiment, but the utility model is not limited to above-mentioned embodiment party
Formula, in the case of without departing substantially from substance of the present utility model, it is any apparent that those skilled in the art can make
Improvement, replace or modification belong to protection domain of the present utility model.
Claims (8)
1. a kind of constructional column based on standard knot combination is poured and uses template, it is characterised in that including front template, pour funnel (4),
Rear pattern plate (5) and fixture (6), the front template include preceding standard form (1), preceding motor-driven template (2) and top formwork for placing
(3)；
The preceding standard form (1) is including the first plate body (101), two respectively positioned at the of the first plate body (101) upper and lower ends
One cross rib (102) and two the first longitudinal ribs (103), first cross rib (102) and the first longitudinal rib (103) respectively with the first plate body
(101) it is integrally formed, first cross rib (102) is provided with the first keyhole (104), the preceding standard form (1) and preceding motor-driven
The shape of template (2) is identical, and the height of the preceding motor-driven template (2) has multiple choices；
The top formwork for placing (3) including the 3rd plate body (301), three respectively be located at the 3rd plate body (301) upper and lower ends with
And the 3rd cross rib (302), two the 3rd longitudinal ribs (303) of centre, the 3rd cross rib (302) and the 3rd longitudinal rib (303) are respectively
It is integrally formed with the 3rd plate body (301), the 3rd cross rib (302) at the 3rd plate body (301) two ends is provided with the 3rd keyhole
(304), offered in the middle of the 3rd plate body (301) upper end and pour mouth, the mouth that pours is provided with to pour mouth-shaped identical
Frid 306, three sides of the frid 306 are respectively equipped with draw-in groove 307, and closing flap 308 is detachably connected with frid 306, envelope
Closing flashboard 308 can will pour mouth sealing by the screens of frid 306；
The funnel (4) that pours includes blanking funnel (401), funnel flashboard (402) and bell mouth, the blanking funnel (401)
It is detachably connected with frid (306) by draw-in groove (307), the funnel flashboard (402) being capable of closing funnel mouthful；
The preceding standard form (1), preceding motor-driven template (2), top formwork for placing are detachably connected between (3)；
The front template is brought into close contact by fixture (6) with rear pattern plate (5) with wall (7)；
The front template is collectively forming the molding space for pouring constructional column with rear pattern plate (5) and corresponding wall (7).
2. the constructional column based on standard knot combination as claimed in claim 1 is poured and uses template, it is characterised in that the preceding standard
The height of template (1) is 600mm, and the height of the preceding motor-driven template (2) is 150mm or 300mm.
3. the constructional column based on standard knot combination as claimed in claim 1 is poured and uses template, it is characterised in that the fixture
(6) stupefied (603) are erected including Screw arbor with nut at both-ends (601), bolt (602), the lumps of wood and horizontal stroke is stupefied (604), the front template is arranged on wall
(7) side, the rear pattern plate (5) is arranged on the other side of wall (7), and the rear pattern plate (5) is wooden, on a front template left side
The right side is respectively provided on two sides with the lumps of wood and erects stupefied (603), and erecting stupefied (603) front end in the lumps of wood is provided with horizontal stupefied (604), the rear pattern plate (5) with
Front template correspondence position also is provided with the lumps of wood and erects stupefied (603), the screw rod (601) through horizontal stupefied (604), the lumps of wood erect stupefied (603) with
And wall (7), screw rod (601) both sides are connected to nut (602), and front template, rear pattern plate (5) is tight with wall (7) respectively
Closely connected conjunction.
4. the constructional column based on standard knot combination as claimed in claim 1 is poured and uses template, it is characterised in that the preceding standard
Connected by keyhole and hole pin between template (1), preceding motor-driven template (2), top formwork for placing (3).
5. the constructional column based on standard knot combination as claimed in claim 1 is poured and uses template, it is characterised in that the preceding standard
Two the first longitudinal rib (103) outsides are located on first plate body (101) of template (1) and are provided with the first nail (105), preceding standard form
(1) the secondary fixation before being realized by the first nail (105) and iron nail between standard form (1) and wall (7).
6. the constructional column based on standard knot combination as claimed in claim 1 is poured and uses template, it is characterised in that poured on the top
Two the 3rd longitudinal rib (303) outsides are located on 3rd plate body (301) of building mould (3) and are provided with the 3rd nail (305), top pours
Template (3) realizes the secondary fixation between top formwork for placing (3) and wall (7) by the 3rd nail (305) and iron nail.
7. the constructional column based on standard knot combination as described in claim any one of 1-6 is poured and uses template, it is characterised in that also
Including two-sided sponge leakproof adhesive tape, the two-sided sponge leakproof adhesive tape be located at wall (7) and front template and rear pattern plate (5) it
Between.
8. the constructional column based on standard knot combination as described in claim any one of 1-6 is poured and uses template, it is characterised in that institute
State preceding standard form (1), preceding motor-driven template (2), top formwork for placing (3) making material be steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621246827.1U CN206267523U (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 |
|---|---|---|---|
| CN201621246827.1U CN206267523U (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 |
|---|---|
| CN206267523U true CN206267523U (en) | 2017-06-20 |
Family
ID=59041123
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621246827.1U Expired - Fee Related CN206267523U (en) | 2016-11-22 | 2016-11-22 | A kind of constructional column based on standard knot combination is poured uses template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206267523U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| 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 |
-
2016
- 2016-11-22 CN CN201621246827.1U patent/CN206267523U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760503A (en) * | 2016-11-22 | 2017-05-31 | 江苏大学 | A kind of constructional column based on standard knot combination is poured uses template |
| 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 |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170620 |
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| CF01 | Termination of patent right due to non-payment of annual fee |