CN104196230A - Fast installation formwork and connection structure - Google Patents

Fast installation formwork and connection structure Download PDF

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Publication number
CN104196230A
CN104196230A CN201410454303.0A CN201410454303A CN104196230A CN 104196230 A CN104196230 A CN 104196230A CN 201410454303 A CN201410454303 A CN 201410454303A CN 104196230 A CN104196230 A CN 104196230A
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China
Prior art keywords
template
fast installation
pulling eye
reinforcing rib
formwork
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Application number
CN201410454303.0A
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Chinese (zh)
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CN104196230B (en
Inventor
曹钺
孙士国
李明辉
刘晓博
朱峰
高静
张昊
温永胜
薄果
Original Assignee
中国人民武装警察部队水电第九支队
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Priority to CN201410454303.0A priority Critical patent/CN104196230B/en
Publication of CN104196230A publication Critical patent/CN104196230A/en
Application granted granted Critical
Publication of CN104196230B publication Critical patent/CN104196230B/en

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Abstract

The invention discloses a fast installation formwork and a connection structure, and belongs to the field of installation formworks. The fast installation formwork and the connection structure are light, convenient to install, high in structural strength and suitable for emergency work or large-size concrete pouring projects. The structural strength of the formwork is improved by arranging main reinforcing ribs on the back of the formwork. Corresponding counter pull holes are formed in the formwork, and the installation strength and the stability of the formwork are improved through connection between the formwork and a reinforcing rod. Under the condition of meeting the use requirements for the formwork in the emergency work or the large-size concrete pouring projects, the mass of the formwork is lowered, and the formwork is more convenient to carry and install. When made of plastic, the formwork has more outstanding advantages and becomes lighter and more convenient to carry and install. The formwork is more convenient to produce and low in cost and does not rust easily.

Description

Fast Installation template and syndeton
Technical field
The present invention relates to installation form field, relate in particular to a kind of mixed earth of emergency repair engineering or large volume that can be used for and build Fast Installation template and the syndeton in engineering.
Background technology
In emergency repair engineering or the mixed earth of large volume, build in engineering at present; as increased the mixed earth of retaining works, road rehabilitation works, dam for concrete dam, build engineering etc.; for quick, safe and effective, remove the dangerous condition or carry out construction operation, conventionally can use that Fast Installation template is built the waterwall of phase factor, mixed earth is built barricade or other temporary structure.Because these environments for use there are certain requirements template strength, therefore traditional Fast Installation template adopts steel form conventionally, and its shortcoming mainly comprises quality weight, and transportation and use are inconvenient, and assembled complexity is not easy to store, easy-to-rust distortion etc.
In addition, consider at present and had and used light-duty Fast Installation template in the build process in interim arrangement house, this template has convenient transportation, can be mass, cost is low, the advantage such as easy for installation, most importantly can be so that the tabernacular speed of building obtains rapid raising.Yet its environment for use of Fast Installation template of building use due to one off houses is not high to the requirement of strength of template, thus the structures shape of template it directly cannot be applied to the mixed earth of emergency repair engineering or large volume and build in engineering.In addition, one off houses build in syndeton between each template can not directly apply to emergency repair engineering or the mixed earth of large volume is built in engineering, must adopt the higher syndeton of a kind of bonding strength.
The inventor of this patent takes into consideration with the light weight form that one off houses is built use building the steel form of engineering for the mixed earth of emergency repair engineering or large volume in prior art, designs a kind of light-duty emergency repair engineering or large volume of can be used for that has above-mentioned two kinds of common advantages of template concurrently and mixes earth and build Fast Installation template in engineering.
Summary of the invention
The technical problem that the present invention solves be to provide a kind of light-duty, easy for installation, structural strength is high is applicable to Fast Installation template and the syndeton that emergency repair engineering or the mixed earth of large volume are built engineering.
The technical solution adopted for the present invention to solve the technical problems is: Fast Installation template, the main reinforcing rib that comprises smooth panel and be positioned at shiny surface backboard portion; Also be included in template, arrange to pulling eye, described pulling eye is run through to template along template thickness direction; Main reinforcing rib comprises along the cross reinforcing of template length direction with along the vertical strengthening ribs of template width; Described cross reinforcing and vertical strengthening ribs cross mutually, and surround circumferential reinforcing rib on the edge, surrounding of template; The described intersection that pulling eye is positioned to cross reinforcing and vertical strengthening ribs.
Further: described Fast Installation template is plastics.
Further: described main reinforcing rib comprises two main ribs parallel to each other and between two main ribs and many auxiliary ribs that two main ribs are connected.
Further: pulling eye smooth panel is around being embedded in to stiffener.
Further: in the arranged outside to pulling eye, have ring stiffener, described the hole wall of pulling eye is connected with the ring stiffener in outside by radial reinforced rib; Described ring stiffener is also connected with vertical strengthening ribs with cross reinforcing respectively; The height of described ring stiffener and radial reinforced rib is consistent with main reinforcing rib.
Further: also comprise assistant reinforcement muscle, described assistant reinforcement muscle is positioned at the region that main reinforcing rib surrounds, and the height of assistant reinforcement muscle is lower than main reinforcing rib.
Further: the length of described template is 180cm, width is 60cm, and thickness is 8cm.
Further: described have four to pulling eye, and four pulling eye is distributed in along on the center line of template length direction.
In addition, the syndeton that adopts above-mentioned Fast Installation template to form; Comprise polylith Fast Installation template, and be provided with connecting hole on the circumferential reinforcing rib of every Fast Installation template surrounding; Polylith Fast Installation template is spliced mutually in length and/or width, and connects by connector; Also comprise reinforced pole and add fixing bolt, described reinforced pole is positioned at the back of two Fast Installation templates at least simultaneously, described in add fixing bolt by pulling eye is connected Fast Installation template with reinforced pole in Fast Installation template.
Further: described reinforced pole is comprised of two steel pipes, two steel pipes stagger and overlap, and leave gap between two steel pipes, described in add fixing bolt and snap onto on steel pipe by the gap between two steel pipes.
The invention has the beneficial effects as follows: by template back, main reinforcing rib being set, with this, strengthen template self structure intensity; And by the installation strength that pulling eye is strengthened to template is set in template, template is installed more firm.The fixed forms such as template when mounted can be by realizing drawing to pulling eye, oblique pull.Can also by adding fixing bolt, template be connected with reinforced pole by the reinforced pole arranging at template back, can make like this bonding strength of polylith template be greatly enhanced.Because template self structure intensity and installation strength all can be improved, therefore can reduce the intensity of mould material meeting build engineering for emergency repair engineering or the mixed earth of large volume in the situation that, and then template can be done thinner or can adopt composite material or the plastics that density is relatively low to replace stainless steel material; Template quality is reduced like this, can be so that the carrying of template and easier for installation quick.Especially in the situation that adopting plastics as mould material, play advantage obvious especially, not only template light-dutyer, the carrying and easier for installation that becomes; Also make the production of template convenient, and be difficult for getting rusty, with low cost.In addition, main reinforcing rib is by adopting by two main ribs parallel to each other and between two main ribs, and many structures that auxiliary rib forms that two main ribs are connected, and can make like this intensity of template further strengthen.In addition, can also, pulling eye smooth panel is around embedded in to stiffener, improve the intensity to pulling eye self; , can also adopt the fit structure of radial reinforced rib and ring stiffener to pulling eye around, make the structural strength of pulling eye higher.Fast Installation template of the present invention, it is light that it plays quality, and intensity is high, can meet the mixed earth of emergency repair engineering or large volume and build the requirement of engineering to template strength, and the carrying of template simultaneously and install very conveniently, therefore can effectively save the set-up time.Especially for emergency repair situation, can be the time that rescue wins more preciousnesses.
Accompanying drawing explanation
Fig. 1 is the 3-D view of Fast Installation template of the present invention;
Fig. 2 is the 3-D view of another angle;
Fig. 3 is the elevation of Fast Installation template;
Fig. 4 is the rear elevation of Fast Installation template;
Fig. 5 is the enlarged diagram of regional area Q in Fig. 4;
Fig. 6 is the sectional view shown in A-A cross section in Fig. 4;
Fig. 7 is the sectional view shown in B-B cross section in Fig. 4;
Fig. 8 is the enlarged diagram of regional area P in Fig. 7;
Fig. 9 is the syndeton schematic diagram of Fast Installation template when splicing along template length direction;
Figure 10 is the elevation of Fig. 9;
Figure 11 is the lateral view of Fig. 9;
Figure 12 is the rear elevation of Fig. 9;
Figure 13 is the sectional view described in C-C cross section in Figure 12;
Figure 14 is the enlarged diagram of regional area I in Figure 13;
Figure 15 is the syndeton schematic diagram while adopting two steel pipes as reinforced pole;
Figure 16 is the sectional view in the C-C cross section of Figure 15;
Figure 17 is the enlarged diagram of regional area N in Figure 16;
Figure 18 is the connection connecting structure schematic diagram between steel pipe while adopting two steel pipes that stagger as reinforced pole;
In figure, be labeled as: smooth panel 1, main reinforcing rib 2, circumferentially reinforcing rib 21, cross reinforcing 22, vertical strengthening ribs 23, ring stiffener 24, radial reinforced rib 25, main rib 201, auxiliary rib 202, to pulling eye 3, stiffener 4, assistant reinforcement muscle 5, connecting hole 6, connector 7, reinforced pole 8, steel pipe 81, add fixing bolt 9.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is further described.Wherein, with reference to shown in Fig. 1, stipulate template length direction, template width and template thickness direction.
As shown in Fig. 1 to Figure 17, Fast Installation template of the present invention, comprises smooth panel 1 and the main reinforcing rib 2 that is positioned at smooth panel 1 back; Also be included in template, arrange to pulling eye 3, described pulling eye 3 is run through to template along template thickness direction; Main reinforcing rib 2 comprises along the cross reinforcing 22 of template length direction with along the vertical strengthening ribs 23 of template width; Described cross reinforcing 22 and vertical strengthening ribs 23 cross mutually, and in the surrounding of template along the circumferential reinforcing rib 21 in besieged city; The described intersection that pulling eye 3 is positioned to cross reinforcing 22 and vertical strengthening ribs 23.
Fast Installation template of the present invention is by arranging the structural strength that main reinforcing rib 2 strengthens template at template back, stability when pulling eye 3 is increased the intensity of syndeton of template and template and installed is set simultaneously.Can, so that template can be selected the lower material of relatively stainless intensity, especially can select density lower light-duty material relatively like this.After finally making template install, can effectively reduce template quality meeting build engineering for emergency repair engineering or the mixed earth of large volume in the situation that.Therefore because template quality is reduced, for the carrying of template with install convenient.
As for the concrete structure of main reinforcing rib 2, can preferably include the structure of cross reinforcing 22 and vertical strengthening ribs 23, and in the surrounding of template along besieged city the structure of the circumferential reinforcing rib 21 of one circle.Cross reinforcing 22 and vertical strengthening ribs 23 can mutually cross or intersect, and concrete quantity is also unrestricted.
So-called light-duty material, refers to the lower material of the relative stainless steel of density.As selected various plastics, composite material, elastomeric material etc.As long as can meet the requirement of strength of phase factor after it uses Fast Installation template of the present invention, and make the relative conventional steel template die of template quality obtain effectively reducing.Certainly, such quality must not reduce the effective area losing after template is installed and is obtained; Both must not realize by reducing the size of template length and width.
In addition, Fast Installation template can preferably be adopted made of plastic, adopts that template after plastics has that quality is light, moulding is simple, easy to manufacture, convenient in carrying, the advantage such as quick for installation.Although after employing plastic material, its strength of materials, not as steel mould, arranges by the back at smooth panel 1 structural strength that main reinforcing rib 2 strengthens template; Increase and be provided with pulling eye 3 simultaneously, by pulling eye 3 being strengthened to the installation strength of template and the stability after template installation.Like this can so that template install successor so meet emergency repair engineering or the mixed earth of large volume build engineering in instructions for use to template.
To the effect of pulling eye 3, are the installation strength that strengthen template.And in order to increase the structural strength to pulling eye 3 self, will pulling eye 3 be arranged on the position that in main reinforcing rib 2, cross reinforcing 22 and vertical strengthening ribs 23 cross.As for to the quantity of pulling eye 3 and particular location, further can preferably arrange four to pulling eye 3, and four are distributed in along on the center line of template length direction to pulling eye 3; Certainly, such layout, requiring has a cross reinforcing 22 to be just positioned at along on the center line of template length direction.
Further, the structure of main reinforcing rib 2 can preferably adopt and comprise two main ribs 201 parallel to each other and between two main ribs 201, and many auxiliary ribs 202 that two main ribs 201 are connected; Shown in Fig. 5.Such structure can be so that the structure of a plurality of recessed skies in divided place between two main ribs 201, and it can provide higher structural strength, can reduce the quality of template again simultaneously.Certain auxiliary rib 202 can relatively main rib 201 tilt distribution.
In addition, in order further to improve the intensity to pulling eye 3, and durability, can also be embedded in stiffener 4 to pulling eye 3 smooth panel 1 around.The intensity of stiffener 4 naturally need to be higher than the template strength of plastic material, as adopted the stiffener 4 of steel plate material.Stiffener 4 can adopt rectangular configuration also can adopt circular configuration, and it is distributed in each to pulling eye 3 smooth panel 1 inside around, therefore from outside, can't see stiffener 4.Certainly, on stiffener 4, need to arrange a circular hole with corresponding to pulling eye 3.
In addition, consider the intersection that pulling eye 3 is arranged on to cross reinforcing 22 and vertical strengthening ribs 23, and pulling eye 3 is generally to circular, so inner wall surface thereof is also circular; In order to make can better to be connected with vertical strengthening ribs 23 with cross reinforcing 22 pulling eye 3, to the outside of pulling eye 3 by ring stiffener 24 is set, and will be connected with the ring stiffener 24 in outside by radial reinforced rib 25 hole wall of pulling eye 3; Again ring stiffener 24 is connected with vertical strengthening ribs 23 with cross reinforcing 22 respectively; Such structure can be so that higher to the intensity of pulling eye 3, also make simultaneously between pulling eye 3 and cross reinforcing 22 and vertical strengthening ribs 23 to be connected transition relation better.Certainly, the height of ring stiffener 24 and radial reinforced rib 25 is general and main reinforcing rib 2 is consistent.
In addition, assistant reinforcement muscle 5 can also be set, with further enhancement mode plated construction intensity.Assistant reinforcement muscle 5 can be arranged in the region that in main reinforcing rib 2, cross reinforcing 22 and vertical strengthening ribs 23 surround.Assistant reinforcement muscle 5 can also adopt and the same structure of main reinforcing rib 2, is that the height of common assistant reinforcement muscle 5 or rib thickness are lower than main reinforcing rib 2.
In addition, the concrete size of Fast Installation template of the present invention, can adopt various sizes structure in theory.In the situation that adopting plastic material, and consider in the situation that facilitates transportation, installation and structural strength, can preferably adopt the structure of 180cm * 60cm * 8cm.180cm finger print plate length wherein, 60cm finger print plate width, 8cm finger print plate thickness, wherein template thickness 8cm comprises the thickness of smooth panel 1 and the height of main reinforcing rib 2, as shown in reference to Fig. 6.As for the thickness of smooth panel 1, and the height of main reinforcing rib 2 is conventionally according to actual conditions selection, as can be further preferably adopted the smooth panel 1 of 1cm thickness and the main reinforcing rib 2 of 7cm height; In addition, assistant reinforcement muscle 5 also can be chosen the height of 1cm.Such dimensional structure, makes the moderate dimensions of template, weight also relatively meet ordinary person's carrying, therefore installs very convenient, quick; Certainly, its concrete size can be chosen other dimensional structures in the situation that meeting convenient carrying, installation; But avoid adopting excessive size as far as possible, because oversize, may cause carrying inconvenient, install relatively more difficult; Also need to avoid adopting small size, can cause like this installation rate to decline.
Specific embodiment 1:
As shown in Figure 1 to Figure 4, Fast Installation formwork integral is selected the dimensional structure of 180cm * 60cm * 8cm, and its material is plastics; Its back is provided with three cross reinforcings 22 and seven vertical strengthening ribs 23.Wherein two cross reinforcings 22 and two vertical strengthening ribs 23 form circumferential reinforcing rib 21; In template, be provided with four to pulling eye 3, and on four center lines that pulling eye 3 are positioned to template length direction; Its two ends to the nearest side of pulling eye 3, be 5cm, and middle two divided equally formwork integral to pulling eye 3; Pulling eye 3 is all positioned to the intersection of cross reinforcing 22 and vertical strengthening ribs 23, and, pulling eye 3 is being provided with to the structure of ring stiffener 24 and radial reinforced rib 25 around.Pulling eye 3 smooth panel 1 is around being embedded in to the stainless steel stiffener 4 of circular configuration.And the thickness of smooth panel 1 is 1cm, the height of main reinforcing rib 2 is 7cm, and the height of assistant reinforcement muscle 5 is 1cm.The thickness of all main reinforcing ribs and assistant reinforcement muscle is 0.5cm.In addition, also on the circumferential reinforcing rib 21 of template surrounding, be provided with the structure of a plurality of connecting holes 6, to facilitate the splicing between template.
In conjunction with the concrete size of template in above-described embodiment 1, in the density of supposing plastics, be about 1.5g/cm 3time, the quality of the template obtaining is greatly about 20KG left and right; Such quality is very moderate when reality carrying and installation exercise.
The syndeton that adopts above-mentioned Fast Installation template to form, is about to polylith Fast Installation template and mutually splices, and its connecting method can be along template length direction and/or template width; Between polylith template, first by the connecting hole 6 arranging, realize preliminary connection on the circumferential reinforcing rib 21 of template surrounding, and use connector 7; The concrete connected mode of connector 7 can adopt bolt or other connected modes of the prior art; Certainly, for installation connection easily and fast, conventionally select the connector 7 of Fast Installation.After polylith template tentatively connects, back in template arranges reinforced pole 8 again, reinforced pole 8 needs be positioned at the back of two templates at least simultaneously, and on reinforced pole 8, is provided with and the position that adds fixing bolt 9 and is connected, by adding fixing bolt 9, template can be connected with reinforced pole 8 realizations; And because reinforced pole 8 is positioned at the back of at least two templates simultaneously, so reinforced pole 8 is actually the effect of polylith template being played to reinforcement by connection, finally improves the stability of template installation strength and installation.In addition, reinforced pole 8 can laterally and/or on vertical arrange respectively.In addition, can also be connected with reinforced pole 8 by stay cord one end, other end oblique pull is fixed on the ground, realizes the oblique pull of installation form is fixed.In addition, if reinforced pole 8 needs to extend, can adopt flanges to connect two reinforced poles or the direct mode such as welding.
In addition, reinforced pole 8 can preferably adopt two steel pipes 81 to form; And to the connection between steel pipe 81, two steel pipes 81 stagger after certain distance and overlap, and leave gap between two steel pipes, add fixing bolt 9 and snap onto on steel pipe 81 by the gap between two steel pipes 81 for convenient.Now may need to use the structures such as corresponding fastener.Concrete as shown in Figure 15 to Figure 17.When adopting two steel pipes 81 to stagger the structure overlapping, reinforced pole 8, when connecting, can connect by the steel pipe 81 staggering, and structure, makes the prolongation of reinforced pole 8 convenient so as shown in Figure 18.In addition, on the position of die plate corner, adopt the also convenient connection of steel pipe 81 of staggering and arranging.
As above, when selecting the template of 180cm * 60cm * 8cm size, can select length is that two steel pipes of 500cm stagger after 100cm and are stitched together as 8, two steel pipes of reinforced pole, and spliced like this reinforced pole 8 entire length are 600cm.This reinforced pole bar 8 is distributed in template back along template length direction, and it can be positioned at the back of three templates, and is connected with three templates simultaneously.After connecting like this, the bonding strength between three templates will be enhanced.Certainly, if there is more template splicing, after above-mentioned three template splicings, elongatedness direction continues splice template again, now also can increase reinforced pole 8, and between in the reinforced pole 8 increasing and former reinforced pole 8, by staggering, extend the mutual snapping of steel pipe of 100cm out, and realize and connecting by the connection fastener of steel pipe special use.
To sum up, Fast Installation template of the present invention, it can adopt plastic material, make template there is the advantages such as quality is lighter, convenience is transported, easy for installation, simultaneously, by corresponding reinforcing rib and the structure to pulling eye 3 are set, can strengthen the intensity of template, it is met for emergency repair engineering or the mixed earth of large volume and build the requirement of engineering to template strength.

Claims (10)

1. Fast Installation template, the main reinforcing rib (2) that comprises smooth panel (1) and be positioned at smooth panel (1) back, it is characterized in that: be also included in template, arrange to pulling eye (3), described pulling eye (3) is run through to template along template thickness direction; Main reinforcing rib (2) comprises along the cross reinforcing (22) of template length direction with along the vertical strengthening ribs (23) of template width; Described cross reinforcing (22) and vertical strengthening ribs (23) cross mutually, and surround circumferential reinforcing rib (21) on the edge, surrounding of template; The described intersection that pulling eye (3) is positioned to cross reinforcing (22) and vertical strengthening ribs (23).
2. Fast Installation template as claimed in claim 1, is characterized in that; Described Fast Installation template is plastics.
3. Fast Installation template as claimed in claim 2, is characterized in that: described main reinforcing rib (2) comprises two main ribs (201) parallel to each other and is positioned between two main ribs (201) and many auxiliary ribs (202) that two main ribs (201) are connected.
4. Fast Installation template as claimed in claim 2, is characterized in that: pulling eye (3) smooth panel (1) is around being embedded in to stiffener (4).
5. Fast Installation template as claimed in claim 2, it is characterized in that: the arranged outside of pulling eye (3) is being had to ring stiffener (24), described the hole wall of pulling eye (3) is being connected with the ring stiffener (24) in outside by radial reinforced rib (25); Described ring stiffener (24) is also connected with vertical strengthening ribs (23) with cross reinforcing (22) respectively; The height of described ring stiffener (24) and radial reinforced rib (25) is consistent with main reinforcing rib (2).
6. Fast Installation template as claimed in claim 2, it is characterized in that: also comprise assistant reinforcement muscle (5), described assistant reinforcement muscle (5) is positioned at the region that main reinforcing rib (2) surrounds, and the height of assistant reinforcement muscle (5) is lower than main reinforcing rib (2).
7. Fast Installation template as claimed in claim 2, is characterized in that: the length of described template is 180cm, and width is 60cm, and thickness is 8cm.
8. the Fast Installation template as described in any one in claim 1 to 7, is characterized in that: described have four to pulling eye (3), and four are distributed in along on the center line of template length direction pulling eye (3).
9. adopt the syndeton that in claim 1 to 8, the Fast Installation template described in any one forms, it is characterized in that: comprise polylith Fast Installation template, and be provided with connecting hole (6) on the circumferential reinforcing rib (21) of every Fast Installation template surrounding; Polylith Fast Installation template is spliced mutually in length and/or width, and connects by connector (7); Also comprise reinforced pole (8) and add fixing bolt (9), described reinforced pole (8) is positioned at the back of two Fast Installation templates at least simultaneously, described in add fixing bolt (9) by pulling eye (3) is connected Fast Installation template with reinforced pole (8) in Fast Installation template.
10. syndeton as claimed in claim 9, it is characterized in that: described reinforced pole (8) is comprised of two steel pipes (81), two steel pipes (81) stagger and overlap, and between two steel pipes (81), leave gap, described in add fixing bolt (9) and snap onto on steel pipe (81) by the gap between two steel pipes.
CN201410454303.0A 2014-09-05 2014-09-05 Fast installation formwork and connection structure CN104196230B (en)

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CN104196230B CN104196230B (en) 2017-01-18

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Cited By (9)

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Publication number Priority date Publication date Assignee Title
CN104763146A (en) * 2015-04-24 2015-07-08 江苏程禾高科模板有限责任公司 Novel corner template system
CN104763139A (en) * 2015-04-13 2015-07-08 河北润林新材料科技有限公司 Flat plastic molding board
CN104775613A (en) * 2015-04-24 2015-07-15 江苏程禾高科模板有限责任公司 External corner reinforcing system for concrete pouring in building construction
CN104790658A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Internal corner reinforcing system for concrete pouring in building construction
CN104790653A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Composite material plane building formwork
CN104790654A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Combined type plane building template structure
CN104847107A (en) * 2015-03-19 2015-08-19 蔡舒廷 Composite side wall flat mold
CN106545160A (en) * 2015-09-18 2017-03-29 重庆合筑实业发展有限公司 A kind of outer wall template composite reinforcement system
CN108425492A (en) * 2018-02-28 2018-08-21 福建省华银铝业有限公司 A kind of top plate supporting structure of building template

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CN202299400U (en) * 2011-08-11 2012-07-04 聂云龙 Plastic combined type template for building construction
CN203257089U (en) * 2013-03-13 2013-10-30 青岛三林塑料模板有限公司 Modularized plastic formwork
CN203475815U (en) * 2013-08-11 2014-03-12 丛建敏 Building plastic formwork
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CN2653043Y (en) * 2003-08-20 2004-11-03 叶昌财 Building formwork with easy pull ring
CA2488259C (en) * 2003-12-03 2011-03-22 Geoplast S.P.A. Re-usable modular formwork with improved ribs
CN202299400U (en) * 2011-08-11 2012-07-04 聂云龙 Plastic combined type template for building construction
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104847107A (en) * 2015-03-19 2015-08-19 蔡舒廷 Composite side wall flat mold
CN104763139A (en) * 2015-04-13 2015-07-08 河北润林新材料科技有限公司 Flat plastic molding board
CN104775613A (en) * 2015-04-24 2015-07-15 江苏程禾高科模板有限责任公司 External corner reinforcing system for concrete pouring in building construction
CN104790658A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Internal corner reinforcing system for concrete pouring in building construction
CN104790653A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Composite material plane building formwork
CN104790654A (en) * 2015-04-24 2015-07-22 江苏程禾高科模板有限责任公司 Combined type plane building template structure
CN104763146A (en) * 2015-04-24 2015-07-08 江苏程禾高科模板有限责任公司 Novel corner template system
CN104775613B (en) * 2015-04-24 2017-05-17 江苏程禾高科模板有限责任公司 External corner reinforcing system for concrete pouring in building construction
CN106545160A (en) * 2015-09-18 2017-03-29 重庆合筑实业发展有限公司 A kind of outer wall template composite reinforcement system
CN108425492A (en) * 2018-02-28 2018-08-21 福建省华银铝业有限公司 A kind of top plate supporting structure of building template

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