CN2440887Y - Assembled plastic frameworks for construction - Google Patents
Assembled plastic frameworks for construction Download PDFInfo
- Publication number
- CN2440887Y CN2440887Y CN 00248247 CN00248247U CN2440887Y CN 2440887 Y CN2440887 Y CN 2440887Y CN 00248247 CN00248247 CN 00248247 CN 00248247 U CN00248247 U CN 00248247U CN 2440887 Y CN2440887 Y CN 2440887Y
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- template
- groove
- draw
- connection card
- support edge
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Abstract
The utility model relates to an assembled plastic framework for construction engineering, which comprises a framework, support side ribs of the framework and connecting clamps, wherein, the framework is composed of a standard framework, a beam side formwork and a reentrant corner connecting board, wherein, support side ribs of the standard framework are provided with full-length concave grooves and clamping grooves; support side ribs of the beam side formwork and the reentrant corner connecting board are provided with clamping grooves, full-length concave grooves and joint tongues which are in mutual connection by that the joint tongues are inserted into the corresponding full-length concave grooves, or he frameworks can be in mutual connection by the connecting clamps which are inserted into the clamping grooves. The utility model has the advantages of timber and steel saving, corrosion and rust prevention, light weight, high turnover frequency, convenient assembly, etc.
Description
The utility model relates to the template of using in a kind of construction work, is to be formed or integral one-step molding by engineering plastics sheet material and special plastic material bonding.Make multiple dimensions according to certain modulus, carry out composite assembly to the job site.
Adopting maximum form of structure in construction work is reinforced concrete structure, in the majority with reinforced concrete frame structure and frame-shear wall structure especially.When building these structures, should first Zhi Haomo, placing of concrete in mould again treats that concrete coagulation has after the certain intensity the form removable moulding.Therefore basic demand is to template: guarantee physical dimension, firmly, stable, mounting or dismounting are convenient, the number of turnover is many etc.
The present template of using is based on wooden model, and the punching block of some.Wooden model mostly is wooden veneer and wooden a tree, used in making timber for boats, on-the-spot cut out to cut by real size bind, need a large amount of timber, the waste and old template that uses up is used as rubbish and abandons or burn material, has caused the significant wastage of timber, is unfavorable for conserving forests and protects the realization of environmental guideline.And wooden model installs time-consumingly, of poor quality, and the number of turnover is low, and damaged easily rotting is difficult for long-time the preservation.Though punching block has certain advantage, its weight is big, easy-to-rust, maintenance cost height, waste steel.
The purpose of this utility model, provide a kind of reasonable in design, firm, stable, combination mounting or dismounting convenient, be fit to the sectional construction engineering plastics template of various concrete structure members (plate, beam, wall, post etc.).
Realize the technical scheme of above-mentioned purpose: a kind of sectional construction engineering plastics template, comprise the support edge rib and the Connection Card of plate, plate, plate is made up of standard form and side template.Have elongated groove on the support edge finned surface of standard form, the inboard of support edge rib has draw-in groove, have draw-in groove on the one support edge finned surface of side template, there is the joint tongue corresponding to elongated groove in the outside of this support edge rib, connect by the Connection Card that inserts draw-in groove between the standard form, insert with respective slot by joint tongue between side template and the standard form and be connected.
Have draw-in groove on the face of the symmetric support limit rib of described side template, the outside of symmetric support limit rib has elongated groove, has draw-in groove on the finned surface of bilateral symmetry limit in addition, and insertion is connected with respective slot by joint tongue between the side template.
Sectional construction engineering plastics template also comprises the inner corner trim junction plate, have draw-in groove on the one support edge finned surface of inner corner trim junction plate, there is the joint tongue corresponding to elongated groove in the outside of this support edge rib, have elongated groove on the face of other three support edge ribs, article three, the inboard of support edge rib has the draw-in groove corresponding to joint tongue, connect by the Connection Card that inserts draw-in groove between the inner corner trim junction plate, insertion is connected with respective slot by joint tongue between inner corner trim junction plate and side template and the standard form.
Have Connection Card wedging mouth on the draw-in groove.
Connection Card is " G " shape Connection Card, on " G " shape Connection Card handle is arranged.
The upper side and the downside of " G " shape connector have handle.
The below right flank of " G " shape connector has handle.
There is the fixing card of pipe fitting at the left surface middle part of " G " shape Connection Card.
Between " G " shape connector and the fixing card of pipe fitting, be connected to the adjusting bolt.
Between the rib of the support edge of side template, be provided with middle rib, on middle rib, be fixed with connector, fixing threaded hole is arranged on the connector.
Adopt technique scheme, the tangible technique effect of the utility model is: 1, utilize plastics replacing wood, steel, can be country and save a large amount of timber, to conserving forests, protect the big effect of environment lifting; 2, the waste or used plastics template can reclaiming, makes full use of resource, reduces cost; 3, adopt plastic plate and plastic material bonding to form, processing and fabricating is flexible, adapts to the diversity of template size specification, and processing and fabricating is convenient; 4, plastic formwork be stale-proof, stainless, be convenient to preserve, maintenance cost is low; 5, use this plastic formwork fast assembling and disassembling, accurate, can improve workmanship, accelerate speed of application, reduce labor strength, improve the template number of turnover.In sum, the utility model is a kind of practical, New Type Architecture Mode of having development prospect.
Below in conjunction with accompanying drawing, its structure is described in detail in detail by embodiment:
Fig. 1 is the structural representation of the utility model standard form.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the B-B sectional view of Fig. 1.
Fig. 4 is the structural representation of the utility model inner corner trim junction plate.
Fig. 5 is the C-C sectional view of Fig. 4.
Fig. 6 is the structural representation of the utility model side template.
Fig. 7 is the D-D sectional view of Fig. 6.
Fig. 8 is the E-E sectional view of Fig. 6.
Fig. 9 is the structure for amplifying schematic diagram of connector among Fig. 6.
Figure 10 is a kind of structural representation of Connection Card.
Figure 11 is the another kind of structural representation of Connection Card.
Figure 12 is another structural representation of Connection Card.
Figure 13 is another structural representation of Connection Card.
Figure 14 is another structural representation of Connection Card.
Figure 15 is a syndeton schematic diagram between the standard form.
Figure 16 is a syndeton schematic diagram between standard form and inner corner trim junction plate, the side template.
Figure 17 is the syndeton schematic diagram of structure external corner between the standard form.
Figure 18 is a syndeton schematic diagram between side template and the standard form.
Figure 19 is a syndeton schematic diagram between the side template.
Figure 20 is a kind of user mode reference diagram of the present utility model.
Figure 21 is an another kind of user mode reference diagram of the present utility model.
Figure 22 is another user mode reference diagram of the present utility model.
Figure 23 is another user mode reference diagram of the present utility model.
Figure 24 is a kind of user mode reference diagram of the present utility model.
Embodiment: in conjunction with Fig. 1～Figure 24, a kind of sectional construction engineering plastics template, template with three kinds of citation forms, standard form (1), inner corner trim connect (2), side template (3), constitute by panel and rib, form or disposal integral molding with engineering plastics sheet material and special plastic material bonding, standard form (1) can be used as template die, wall mould, post mould and beam bottom board; Inner corner trim junction plate (2) is as the corner template between wall corner or wall top and floor; Side template (3) is as side template.Support edge finned surface at standard form (1) is provided with elongated groove (4), and medial surface is provided with draw-in groove (5), and draw-in groove is provided with draw-in groove wedge-shaped indentation (6) at a certain distance; Be provided with elongated joint tongue (7) in the rib outside, the support edge of the inner corner trim link of inner corner trim junction plate (2), its side also is provided with draw-in groove (5) and draw-in groove wedge-shaped indentation (6), the same standard form of other three limits rib; The outside at the support edge, upper end of side template (3) finned surface also is provided with elongated joint tongue (7), leading flank also is provided with draw-in groove (5) and draw-in groove wedge-shaped indentation (6), the rib outside, lower support limit also is provided with elongated groove (4), leading flank is provided with draw-in groove (5) and draw-in groove wedge-shaped indentation (6), the leading flank of dual-side rib also is provided with draw-in groove (5) and draw-in groove wedge-shaped indentation (6), and middle rib is provided with junction plate (10) and bolt hole (8,9).Joint tongue (7) should be inserted in the elongated groove (4) when connecting between the template, slip into draw-in groove (5) with connection fastener (11) by draw-in groove wedge-shaped indentation (6) and connect.
Connect as shown in figure 15 between the standard form (1), adopt Connection Card (11) to connect.Connect with being connected of supporting steel pipe (19) with Connection Card (14).During connection Connection Card (11) or (14) are snapped in the draw-in groove wedge-shaped indentation (6), push draw-in groove (5) then and get final product.Relative position as two side bayonet slot wedge-shaped indentation (6) does not line up and can earlier a side be snapped in, and advances in draw-in groove (5), when opposite side runs into draw-in groove wedge-shaped indentation (6) it is snapped in, and continues to be pushed forward in the draw-in groove (5) to get final product.Opposite during dismounting, Connection Card (11) or (14) are drawn in draw-in groove breach (6) taking-up from draw-in groove (5).Connection Card (14) gets final product with the most round snap ring that directly steel pipe is snapped in Connection Card that is connected to of steel pipe (19), and template is connected with the steel pipe support system, and the correct position that guarantees template is with stable.
Inner corner trim junction plate (2) and side template (3) are connected as shown in figure 16 with standard form (1), adopt Connection Card (12) to connect, joint tongue (7) with edges of boards inserts in the connection groove (4) earlier, Connection Card (12) is snapped in the same Connection Card of method (11) again.
Standard form (1) external corner each other connects as shown in figure 17, adopts Connection Card (13) to connect the same Connection Card of method (11).Can snap in or pull down for ease of Connection Card (13), the angle is provided with hinge (17) thereon.
Side template (3) is connected as shown in figure 18 with beam bottom board plate (1) and supporting steel pipe (19), adopt connector (15) to connect, method is the same, is provided with adjustable bolt (18) on connector (15), in order to regulate the depth of beam size, satisfy various different size requirements.Drawknot bolt (20) draws solid beam side by connector (10) outside beam bottom board, do not wear in the beam easy accessibility.This scheme can be implemented in and remove beam side under the situation of not removing beam bottom board in advance, quickens the beam side turnover.Method is to untie drawknot bolt (20), takes off Connection Card (12), loosens the adjusting bolt (18) of connector (15), and side template (3) is pulled down.
Side template (3) is connected as shown in figure 19 with side template (3).When depth of beam is bigger, in the time of can not meeting the demands with a side template, two or more than two side template (3) need be connected.Connect by the Connection Card (12) that inserts draw-in groove (5) between the plate, insertion is connected with respective slot (4) by joint tongue (7) between the side template (3).Utilize Connection Card (12) to be connected with connector (10), in the connection groove (4) above at first the joint tongue (7) on following side template (3) limit being inserted on side template (3) limit, the connector (12) of packing into, the middle rib alignment of side template this moment (3), connector (10) has been enclosed within the middle rib junction, the bolt hole of its side aligns with middle rib side bolt holes (9), penetrates connecting bolt (21) and is connected firmly.It is firm to penetrate split bolt (20) drawknot by the bolt hole on the middle rib end face (8).Carry out on the contrary during dismounting.
Connecting fastener (10,11,12,13,14,15) makes of steel plate.When installing beam form, wall mould, post mould, need bolt hole (8) is set on template, when sealing shutoff with plastic eyelet when not required.
All size is all made by certain modulus in the template of three kinds of citation forms of the present utility model (1), (2), (3), to satisfy the needs of combination.Also can be according to the real size "one off" production, convenient, flexible.
Figure 20 is cast-in-place beam forms package assembly schematic diagram, mainly by standard form (1), side template (3) and Connection Card (12,15) form, water between the top standard form (1) of beam and the side template (3) and connect by Connection Card (12), water between the below standard form (1) of beam and the side template (3) and connect by Connection Card (15), Connection Card (15) gets final product with the most round snap ring that directly steel pipe is snapped in Connection Card (15) that is connected to of steel pipe (19), template is supported with steel pipe to be connected, the correct position that guarantees template is with stable, drawknot bolt (20) draws solid beam side by connector (10) outside beam bottom board, do not wear in the beam easy accessibility.
Figure 21 is cast-in-place side bar template group assembling structure schematic diagram, wherein, except the right top side template (3) omits high, do not need to pour into a mould the beam limit, cancellation standard form (1), set up between top side template (3) outside the drawknot bolt (20), other structure is with the cast-in-place beam forms package assembly of Figure 20 (summary).
Figure 22 is a cast-in-situ crossbeam template group assembling structure schematic diagram, size needs during according to the big beam form of cast, only need on the basis of Figure 20, increase side template (3) in crossbeam to be cast both sides, adopt Connection Card 12 to connect between the side template (3), and with bolt connector (10), between two side templates (3), be fixed with drawknot bolt (20), increase standard form (1) in crossbeam to be cast bottom side, adopt Connection Card 14 to connect between the standard form (1), other structure is with the cast-in-place beam forms package assembly of Figure 20 (summary).
Figure 23 is cast-in-place wall corner template group assembling structure schematic diagram, when cast-in-place wall corner, adopt standard form (1), outside wall, adopt Connection Card (13) to connect between the standard form of corner (1), adopting Connection Card (12) to connect within the walls between the standard form of corner (1), adopt Connection Card (11) to connect between other standard form (1), between two side templates (1), be provided with drawknot bolt (20).
Figure 24 is cast-in-place column template package assembly schematic diagram, adopts standard form (1) when watering post, adopts Connection Card (13) to connect between the standard form (1) of annotating the post corner, is provided with drawknot bolt (20) between two side templates (1).
The support of template adopts general steel pipe frame to support.
Claims (10)
1, a kind of sectional construction engineering plastics template, the support edge rib and the Connection Card that comprise plate, plate, it is characterized in that: plate is made up of standard form and side template, have elongated groove on the support edge finned surface of standard form, the inboard of support edge rib has draw-in groove, have draw-in groove on the one support edge finned surface of side template, there is the joint tongue corresponding to elongated groove in the outside of this support edge rib, connect by the Connection Card that inserts draw-in groove between the standard form, insert with respective slot by joint tongue between side template and the standard form and be connected.
2, according to the described sectional construction engineering plastics of claim 1 template, it is characterized in that: have draw-in groove on the face of the symmetric support limit rib of the support edge rib of described side template, the outside of symmetric support limit rib has elongated groove, have draw-in groove on the finned surface of bilateral symmetry limit in addition, insertion is connected with respective slot by joint tongue between the side template.
3, according to the described sectional construction engineering plastics of claim 1 template, it is characterized in that: also comprise the inner corner trim junction plate, have draw-in groove on the one support edge finned surface of inner corner trim junction plate, there is the joint tongue corresponding to elongated groove in the outside of this support edge rib, the inboard of other three support edge ribs has draw-in groove, article three, have elongated groove on the face of support edge rib corresponding to joint tongue, the inner corner trim junction plate connects by the Connection Card that inserts draw-in groove, inserts with respective slot by joint tongue between inner corner trim junction plate and the standard form to be connected.
4, according to claim 1,2 or 3 described sectional construction engineering plastics templates, it is characterized in that: have Connection Card wedging mouth on the draw-in groove.
5, according to claim 1,2 or 3 described sectional construction engineering plastics templates, it is characterized in that: Connection Card is " G " shape Connection Card, on " G " shape Connection Card handle is arranged.
6, according to the described sectional construction engineering plastics of claim 5 template, it is characterized in that: the upper side and the downside of " G " shape connector have handle.
7, according to the described sectional construction engineering plastics of claim 6 template, it is characterized in that: the below right flank of " G " shape connector has handle.
8, according to the described sectional construction engineering plastics of claim 6 template, it is characterized in that: there is the fixing card of pipe fitting at the left surface middle part of " G " shape Connection Card.
9, described according to Claim 8 sectional construction engineering plastics template is characterized in that: be connected to the adjusting bolt between " G " shape connector and the fixing card of pipe fitting.
10, according to the described sectional construction engineering plastics of claim 2 template, it is characterized in that: between the rib of the support edge of side template, be provided with middle rib, on middle rib, be fixed with connector, fixing threaded hole is arranged on the connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00248247 CN2440887Y (en) | 2000-08-30 | 2000-08-30 | Assembled plastic frameworks for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00248247 CN2440887Y (en) | 2000-08-30 | 2000-08-30 | Assembled plastic frameworks for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2440887Y true CN2440887Y (en) | 2001-08-01 |
Family
ID=33606938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00248247 Expired - Fee Related CN2440887Y (en) | 2000-08-30 | 2000-08-30 | Assembled plastic frameworks for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2440887Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101050668B (en) * | 2006-11-01 | 2010-05-26 | 陈元发 | Building form support beam and its combining device and method for form |
| CN102296811A (en) * | 2011-06-15 | 2011-12-28 | 天颂建设集团有限公司 | Cushion block for fixing concrete flanged side mold |
| CN102672809A (en) * | 2012-06-06 | 2012-09-19 | 许金锔 | Plate fastener device for pressing buckle type rapidly-attached-detached concrete template |
| CN104179350A (en) * | 2014-08-25 | 2014-12-03 | 江苏长生环保科技有限公司 | Plastic construction formwork and steel structure construction system technology |
| CN104405126A (en) * | 2012-06-26 | 2015-03-11 | 江苏省电力公司常州供电公司 | Internal corner template for plastic building templates |
-
2000
- 2000-08-30 CN CN 00248247 patent/CN2440887Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101050668B (en) * | 2006-11-01 | 2010-05-26 | 陈元发 | Building form support beam and its combining device and method for form |
| CN102296811A (en) * | 2011-06-15 | 2011-12-28 | 天颂建设集团有限公司 | Cushion block for fixing concrete flanged side mold |
| CN102296811B (en) * | 2011-06-15 | 2014-04-02 | 天颂建设集团有限公司 | Cushion block for fixing concrete flanged side mold |
| CN102672809A (en) * | 2012-06-06 | 2012-09-19 | 许金锔 | Plate fastener device for pressing buckle type rapidly-attached-detached concrete template |
| CN104405126A (en) * | 2012-06-26 | 2015-03-11 | 江苏省电力公司常州供电公司 | Internal corner template for plastic building templates |
| CN104405126B (en) * | 2012-06-26 | 2016-12-07 | 江苏省电力公司常州供电公司 | The internal corner formwork of plastic building template |
| CN104179350A (en) * | 2014-08-25 | 2014-12-03 | 江苏长生环保科技有限公司 | Plastic construction formwork and steel structure construction system technology |
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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 |