CN201040925Y - Building plane combined type mold - Google Patents

Building plane combined type mold Download PDF

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Publication number
CN201040925Y
CN201040925Y CNU2007200378025U CN200720037802U CN201040925Y CN 201040925 Y CN201040925 Y CN 201040925Y CN U2007200378025 U CNU2007200378025 U CN U2007200378025U CN 200720037802 U CN200720037802 U CN 200720037802U CN 201040925 Y CN201040925 Y CN 201040925Y
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CN
China
Prior art keywords
substrate
stiffener
combined type
middle stiffener
plane combined
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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CNU2007200378025U
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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 CNU2007200378025U priority Critical patent/CN201040925Y/en
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Publication of CN201040925Y publication Critical patent/CN201040925Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a building plane combined template, which is mainly used for the in-situ forming of whole floors of buildings and bridge planes, the prefabrication of concrete members, the in-situ forming of buildings and bridge wall columns, and the prefabrication forming of concrete members. The utility model includes a substrate (1), a middle strengthening plate I (2), a middle strengthening plate II (3) and a strengthening sleeve (4); the substrates (1) are spliced as one body by the middle strengthening plate I (2) and the middle strengthening plate II (3) along the width direction, the two ends of each substrate (1) are sleeved with the strengthening sleeve (4). The template length of the utility model can be arbitrarily set and assembled, the focus points of two ends of the template do not be cracked, and the utility model has the advantages of low cost, light weight and convenient using.

Description

Architectural plane combined type template
Technical field
The utility model relates to a kind of construction formwork, especially relate to a kind of architectural plane combined type template, 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.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provides that a kind of template length can be set arbitrarily, can assemble arbitrarily, template two ends origin of force can not ftracture, and cost architectural plane combined type template low, in light weight, easy to use.
The purpose of this utility model is achieved in that a kind of architectural plane combined type template, it is characterized in that it comprises: substrate, middle stiffener I, middle stiffener II and reinforcing sleeve, described substrate has polylith, polylith substrate broad ways is spliced into one with middle stiffener I and middle stiffener II, the head and the tail two ends suit reinforcing sleeve of every substrate.
The utility model architectural plane combined type template, 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 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, 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 utility model architectural plane combined type template.
Fig. 2 is the left side view of Fig. 1.
Fig. 3 is the cross-sectional structure schematic diagram of substrate of the present utility model.
Fig. 4 is the left side view of Fig. 3.
Fig. 5 is the structure schematic diagram of middle stiffener I of the present utility model.
Fig. 6 is the right side view of Fig. 5.
Fig. 7 is the structure schematic diagram of middle stiffener II of the present utility model.
Fig. 8 is the right side view of Fig. 7.
Fig. 9 is the vertical section structure schematic diagram of two ends of the present utility model stiffener.
Figure 10 is the left side view of Fig. 9.
Among the figure: substrate 1, middle stiffener I2, middle stiffener II3, reinforcing sleeve 4, reinforcing rib 1.1, groove 2.1 and 3.1.
The specific embodiment
Referring to Fig. 1~2, the utility model is a kind of architectural plane combined type template, mainly is made up of substrate 1, middle stiffener I2, middle stiffener II3 and reinforcing sleeve 4.
Referring to Fig. 3~4, described substrate 1 is the non-slab that waits, substrate 1 back side evenly is provided with some parallel reinforcing ribs 1.1 along its length, corresponding to this reinforcing rib 1.1, the fitting face of stiffener I2 and middle stiffener II3 is provided with several grooves 2.1 and 3.1 in the middle of with matching, as Fig. 5~6 and Fig. 7~8.
Described substrate 1 has polylith, and polylith substrate 1 broad ways is spliced into one with middle stiffener I2 and middle stiffener II3, the head and the tail two ends suit reinforcing sleeve 4 of every substrate 1.
Stiffener I2 has polylith in the middle of described, and the lateral separation embeds on each reinforcing rib 1.1 of same substrate 1, and the groove 2.1 on the middle stiffener I2 matches with reinforcing rib 1.1 on the substrate 1; Middle stiffener II3 also has polylith, and the lateral separation embeds on the reinforcing rib 1.1 of adjacent substrate 1, and the groove 3.1 on the middle stiffener II3 matches with reinforcing rib 1.1 on the substrate 1; And middle stiffener I2 and middle stiffener II3 dislocation along its length on flat formwork 1 and facade template 4 is arranged.
Described substrate 1 is the thermoplastic composite plate, by extruding, compression molding.Substrate 1 front is the plane, or is that rectangle, square, rhombus or circle side's mixing shape are latticed; Stiffener I2 and middle stiffener II3 are molded into template for hollow thermoplastic in the middle of described; Described reinforcing sleeve 4 is a rigidity moulding reinforcing sleeve, reinforcing sleeve 4 one end openings, and other end sealing is as Fig. 9~10.

Claims (7)

1. architectural plane combined type template, it is characterized in that it comprises: substrate (1), middle stiffener I (2), middle stiffener II (3) and reinforcing sleeve (4), described substrate (1) has polylith, polylith substrate (1) broad ways is spliced into one with middle stiffener I (2) and middle stiffener II (3), the head and the tail two ends suit reinforcing sleeves (4) of every substrate (1).
2. a kind of architectural plane combined type template according to claim 1, it is characterized in that: described substrate (1) is the non-slab that waits, substrate (1) back side evenly is furnished with some parallel reinforcing ribs (1.1) along its length, corresponding to this reinforcing rib (1.1), the fitting face of middle stiffener I (2) with matching and middle stiffener II (3) is provided with several grooves (2.1) and (3.1); Stiffener I (2) has polylith in the middle of described, and the lateral separation embeds on each reinforcing rib (1.1) of same substrate (1), and the groove (2.1) on the middle stiffener I (2) matches with reinforcing rib (1.1) on the substrate (1); Middle stiffener II (3) also has polylith, and the lateral separation embeds on the reinforcing rib (1.1) of adjacent substrate (1), and the groove (3.1) on the middle stiffener II (3) matches with reinforcing rib (1.1) on the substrate (1); And middle stiffener I (2) and middle stiffener II (3) dislocation along its length on flat formwork (1) and facade template (4) is arranged.
3. a kind of architectural plane combined type template according to claim 1 is characterized in that: described substrate (1) is positive to be the plane, or is that rectangle, square, rhombus or circle side's mixing shape are latticed.
4. a kind of architectural plane combined type template according to claim 1 is characterized in that: described substrate (1) is the thermoplastic composite plate.
5. a kind of architectural plane combined type template according to claim 1 is characterized in that: stiffener I (2) and middle stiffener II (3) are molded into template for hollow thermoplastic in the middle of described.
6. a kind of architectural plane combined type template according to claim 1 is characterized in that: described reinforcing sleeve (4) is a rigidity moulding reinforcing sleeve.
7. a kind of architectural plane combined type template according to claim 1 is characterized in that: described reinforcing sleeve (4) one end openings, other end sealing.
CNU2007200378025U 2007-05-23 2007-05-23 Building plane combined type mold Expired - Fee Related CN201040925Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200378025U CN201040925Y (en) 2007-05-23 2007-05-23 Building plane combined type mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200378025U CN201040925Y (en) 2007-05-23 2007-05-23 Building plane combined type mold

Publications (1)

Publication Number Publication Date
CN201040925Y true CN201040925Y (en) 2008-03-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007200378025U Expired - Fee Related CN201040925Y (en) 2007-05-23 2007-05-23 Building plane combined type mold

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CN (1) CN201040925Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541569A (en) * 2019-09-09 2019-12-06 北京市蓝宝新技术股份有限公司 Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member
CN114016732A (en) * 2021-12-03 2022-02-08 晟通科技集团有限公司 Floor formwork and floor formwork system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541569A (en) * 2019-09-09 2019-12-06 北京市蓝宝新技术股份有限公司 Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member
CN110541569B (en) * 2019-09-09 2021-08-24 北京市蓝宝新技术股份有限公司 Construction method for pouring light-transmitting concrete member in site and light-transmitting concrete member
CN114016732A (en) * 2021-12-03 2022-02-08 晟通科技集团有限公司 Floor formwork and floor formwork system

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Date Code Title Description
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