CN201040923Y - Building elevation plane combined type mold - Google Patents

Building elevation plane combined type mold Download PDF

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Publication number
CN201040923Y
CN201040923Y CNU2007200378010U CN200720037801U CN201040923Y CN 201040923 Y CN201040923 Y CN 201040923Y CN U2007200378010 U CNU2007200378010 U CN U2007200378010U CN 200720037801 U CN200720037801 U CN 200720037801U CN 201040923 Y CN201040923 Y CN 201040923Y
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China
Prior art keywords
template
substrate
stiffener
elevation
box
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Expired - Fee Related
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CNU2007200378010U
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Chinese (zh)
Inventor
吴德忠
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Individual
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Individual
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Priority to CNU2007200378010U priority Critical patent/CN201040923Y/en
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Publication of CN201040923Y publication Critical patent/CN201040923Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building facade-plane combined template, which is mainly used in the cast-in-situ forming of the whole floors of building and bridge plane, the prefabrication of concrete members, the cast-in-situ forming of building and bridge wall column and the precast forming of concrete members. The utility model comprises a planar template (1), a facade template (4) and an internal corner template (2). The internal corner template (2) is right angle shape; the planar template (1) and the facade template (4) are respectively connected to the flanking of the two right angle sides of the internal corner template (2), the three templates form a right angle shape. The planar template (1) and the facade template (4) are formed by the splicing of middle reinforcing plate I (6) and middle reinforcing plate I (7) along width direction by a plurality of substrates (5), the two ends of each substrate (5) are sleeved with reinforcing sleeves (8). The utility model has the advantages that: the length of the template can be set arbitrarily, and the template can be arbitrarily assembled; the point of force applications of the two ends of the templates and the connection of the facade template and the planar template is easy, the cost is low, the weight is light and the operation is convenient.

Description

The box-like template of elevation of building set of planes
Technical field
The utility model relates to a kind of construction formwork, especially relate to the box-like template of a kind of elevation of building set of planes, be mainly used in the pre-formed of the cast-in-place moulding of the prefabricated and building of cast-in-place moulding, concrete component on the whole flooring of building and bridge plane and bridge metope column and concrete component.Belong to the building unit technical field.
Background technology
The cast-in-place template of building trade large tracts of land adopts steel form, wood plywood, bamboo plywood and other plasticity gang form mostly at present.For the requirement of aspects such as the intensity that guarantees template, mechanical property, they have common trait: uniform thickness surface plate, quality be heavy, easily sticking to mould, easily easily layering after suction, the moisture absorption, concrete surface quality is poor, access times are few, not recyclable, assembling is difficult.They also have the following disadvantages:
1, template length is fixed;
2, can not assemble arbitrarily;
3, generally thermoplastic composite template two ends origin of force is easy to crack;
4, the facade template is connected difficulty with flat formwork.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provide a kind of template length can set arbitrarily, can assemble arbitrarily, template two ends origin of force can not ftracture and facade template and flat formwork ease of connection, and the cost box-like template of elevation of building set of planes low, in light weight, easy to use.
The purpose of this utility model is achieved in that the box-like template of a kind of elevation of building set of planes, comprising: flat formwork, facade template and internal corner formwork,
The rectangular shape of described internal corner formwork,
Described flat formwork and facade template are connected to the side of internal corner formwork two right-angle sides, form right angle shape between the three,
Described flat formwork and facade template are spliced into one by polylith substrate broad ways with middle stiffener I and middle stiffener II, the head and the tail two ends suit reinforcing sleeve of every substrate.
The box-like template of the utility model elevation of building set of planes, described substrate is the non-slab that waits, substrate back evenly is furnished with some parallel reinforcing ribs along its length, and corresponding to this reinforcing rib, the fitting face of middle stiffener I with matching and middle stiffener II is provided with several grooves; Stiffener I has polylith in the middle of described, and the lateral separation embeds on each reinforcing rib of same substrate, and the groove on the middle stiffener I matches with the reinforcing rib on the substrate; Middle stiffener II also has polylith, and the lateral separation embeds on the reinforcing rib of adjacent substrate, and the groove on the described middle stiffener II matches with the reinforcing rib on the substrate; And middle stiffener I and middle stiffener II dislocation along its length on flat formwork and facade template is arranged.
The utlity model has following characteristics:
1, substrate length can be set arbitrarily according to user's needs;
2, middle stiffener can change the combination spacing arbitrarily and reach the needs that aspects such as intensity, mechanical property require for can load and unload part;
3, the two ends stiffener adopts steel construction piece to solve general thermoplastic composite template two ends origin of force shortcoming easy to crack, can compare U.S. with steel form;
4, the inner corner trim connector has solved the facade template and has been connected difficult shortcoming with flat formwork.
5, middle stiffener of the present utility model and two ends stiffener can repeatedly load and unload use for can load and unload part in construction, greatly reduce the consumption of template substrate, and cost is low, and is in light weight, easy to use.
Description of drawings
Fig. 1 is the cross-sectional structure schematic diagram of the box-like template of the utility model elevation of building set of planes.
Fig. 2 is the left side view of Fig. 1.
Fig. 3 is the cross-sectional structure schematic diagram of internal corner formwork of the present utility model.
Fig. 4 is the left side view of Fig. 3.
Fig. 5 is the cross-sectional structure schematic diagram of substrate of the present utility model.
Fig. 6 is the left side view of Fig. 5.
Fig. 7 is the structure schematic diagram of middle stiffener I of the present utility model.
Fig. 8 is the right side view of Fig. 7.
Fig. 9 is the structure schematic diagram of middle stiffener II of the present utility model.
Figure 10 is the right side view of Fig. 9.
Figure 11 is the vertical section structure schematic diagram of two ends of the present utility model stiffener.
Figure 12 is the left side view of Figure 11.
Among the figure: flat formwork 1, internal corner formwork 2, inner corner trim connector 3, facade template 4, substrate 5, middle stiffener I6, middle stiffener II7, reinforcing sleeve 8, reinforcing rib 5.1, groove 6.1 and 7.1.
The specific embodiment
Referring to Fig. 1~2, the utility model is the box-like template of a kind of elevation of building set of planes, mainly is made up of flat formwork 1, facade template 4 and internal corner formwork 2.
Described internal corner formwork 2 is a hollow thermoplastic composite material forming spare.Internal corner formwork 2 rectangular shapes, as Fig. 3~4, described flat formwork 1 and facade template 4 are arranged in the side of 2 liang of right-angle sides of internal corner formwork respectively, and be fixedly connected with inner corner trim connector 3 between the three.Described flat formwork 1 and facade template 4 are made up of substrate 5, middle stiffener I6, middle stiffener II7 and reinforcing sleeve 8 again.
Referring to Fig. 5~6, described substrate 5 is the thermoplastic composite plate, by extruding, compression molding.Substrate 5 is the non-slab that waits, substrate 5 fronts are the plane, or be that rectangle, square, rhombus or circle side's mixing shape are latticed, the back side evenly is provided with some parallel reinforcing ribs 5.1 along its length, corresponding to this reinforcing rib 5.1, the fitting face of stiffener I6 and middle stiffener II7 is provided with several grooves 6.1 and 7.1 in the middle of with matching, as Fig. 7~8 and Fig. 9~10.Described flat formwork 1 and facade template 4 are spliced with middle stiffener I6 and middle stiffener II7 by polylith substrate 5 broad ways.Middle stiffener I 6 and middle stiffener II7 are molded into template for hollow thermoplastic, middle stiffener I6 has polylith, the lateral separation embeds on each reinforcing rib 5.1 of same substrate 5, and the groove 6.1 on the middle stiffener I6 matches with reinforcing rib 5.1 on the substrate 5; Middle stiffener II7 also has polylith, and the lateral separation embeds on the reinforcing rib 5.1 of adjacent substrate 5, and the groove 7.1 on the middle stiffener II7 matches with reinforcing rib 5.1 on the substrate 5; And middle stiffener I6 and middle stiffener II7 dislocation along its length on flat formwork 1 and facade template 4 is arranged.
Described reinforcing sleeve 8 is a rigidity moulding reinforcing sleeve, and reinforcing sleeve 8 is set in the head and the tail two ends of each substrate 5 of flat formwork 1 and facade template 4, reinforcing sleeve 8 one end openings, and other end sealing is as Figure 11~12.

Claims (9)

1. box-like template of elevation of building set of planes is characterized in that it comprises: flat formwork (1), facade template (4) and internal corner formwork (2),
Described internal corner formwork (2) is shape at right angles,
Described flat formwork (1) and facade template (4) are connected to the side of internal corner formwork (2) two right-angle sides, form right angle shape between the three,
Described flat formwork (1) and facade template (4) are spliced into one by polylith substrate (5) broad ways with middle stiffener I (6) and middle stiffener II (7), the head and the tail two ends suit reinforcing sleeves (8) of every substrate (5).
2. the box-like template of a kind of elevation of building set of planes according to claim 1, it is characterized in that: described substrate (5) is the non-slab that waits, substrate (5) back side evenly is furnished with some parallel reinforcing ribs (5.1) along its length, corresponding to this reinforcing rib (5.1), the fitting face of middle stiffener I (6) with matching and middle stiffener II (7) is provided with several grooves (6.1) and (7.1); Stiffener I (6) has polylith in the middle of described, and the lateral separation embeds on each reinforcing rib (5.1) of same substrate (5), and the groove (6.1) on the middle stiffener I (6) matches with reinforcing rib (5.1) on the substrate (5); Middle stiffener II (7) also has polylith, and the lateral separation embeds on the reinforcing rib (5.1) of adjacent substrate (5), and the groove (7.1) on the described middle stiffener II (7) matches with the reinforcing rib (5.1) on the substrate (5); And middle stiffener I (6) and middle stiffener II (7) dislocation along its length on flat formwork (1) and facade template (4) is arranged.
3. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: be connected with inner corner trim connector (3) between described flat formwork (1) and facade template (4) and the internal corner formwork (2).
4. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: described substrate (5) is positive to be the plane, or is that rectangle, square, rhombus or circle side's mixing shape are latticed.
5. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: described substrate (5) is the thermoplastic composite plate.
6. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: stiffener I (6) and middle stiffener II (7) are molded into template for hollow thermoplastic in the middle of described.
7. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: described reinforcing sleeve (8) is a rigidity moulding reinforcing sleeve.
8. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: described reinforcing sleeve (8) one end openings, other end sealing.
9. the box-like template of a kind of elevation of building set of planes according to claim 1 is characterized in that: described internal corner formwork (2) is a hollow thermoplastic composite material forming spare.
CNU2007200378010U 2007-05-23 2007-05-23 Building elevation plane combined type mold Expired - Fee Related CN201040923Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200378010U CN201040923Y (en) 2007-05-23 2007-05-23 Building elevation plane combined type mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200378010U CN201040923Y (en) 2007-05-23 2007-05-23 Building elevation plane combined type mold

Publications (1)

Publication Number Publication Date
CN201040923Y true CN201040923Y (en) 2008-03-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200378010U Expired - Fee Related CN201040923Y (en) 2007-05-23 2007-05-23 Building elevation plane combined type mold

Country Status (1)

Country Link
CN (1) CN201040923Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852012A (en) * 2010-06-25 2010-10-06 山西惠丰型材有限公司 Plastic exposed concrete building template
CN105507575A (en) * 2014-09-25 2016-04-20 能诚集团有限公司 Hollow combined building formwork

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852012A (en) * 2010-06-25 2010-10-06 山西惠丰型材有限公司 Plastic exposed concrete building template
CN105507575A (en) * 2014-09-25 2016-04-20 能诚集团有限公司 Hollow combined building formwork
CN105507575B (en) * 2014-09-25 2018-01-12 能诚集团有限公司 A kind of hollow combined building shuttering

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C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080326

Termination date: 20100523