CN2491554Y - System building formwork - Google Patents

System building formwork Download PDF

Info

Publication number
CN2491554Y
CN2491554Y CN 00255325 CN00255325U CN2491554Y CN 2491554 Y CN2491554 Y CN 2491554Y CN 00255325 CN00255325 CN 00255325 CN 00255325 U CN00255325 U CN 00255325U CN 2491554 Y CN2491554 Y CN 2491554Y
Authority
CN
China
Prior art keywords
template
hole
floor
mould
level angle
Prior art date
Application number
CN 00255325
Other languages
Chinese (zh)
Inventor
苏汝培
Original Assignee
华汇系统板模有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 华汇系统板模有限公司 filed Critical 华汇系统板模有限公司
Priority to CN 00255325 priority Critical patent/CN2491554Y/en
Application granted granted Critical
Publication of CN2491554Y publication Critical patent/CN2491554Y/en

Links

Abstract

The utility model discloses a systematic architectural model used to concreting building structure. The utility model comprises a floor mould plate used to form a roof covering and a beam bottom board, a lateral beam of the floor mould, an adjustable supporting rod of the floor mould, central inserters of short tube type or short stick type, connecting bars of strip type, connecting chips, side-walls mould plates used to form side-walls mould or side mould of the beam, an inner horizontal corner, an outer horizontal corner, a basement horizontal corner, a skirt-board, a connecting iron bolt and a connecting iron pin, all of which are capable of being connected to be a concreting mould. The utility model has the advantages of low consumption of materials, besides the utility model can reduce the expense of management and cleaning, improve the efficiency, shorten the working period and cut down the costs.

Description

Systematization building template die

The utility model is about a kind of systematization building template die that is used for fluid concrete building structure.

In builing industry, the engineer adopts plank to construct the building template die as construction formwork all the time.But the shortcoming of timber shuttering is, the life-span is short, and precision is low, and the formality of setting up template and stripping jointly is numerous and diverse, construction long in time limit.

The purpose of this utility model is exactly at the problems referred to above, provides a kind of life-span long, and the precision height is set up template jointly and stripping is easy, and the systematization of reduction of erection time is built template die and is used for the template that template die is built in this systematization greatly.

Comprise following parts according to the systematization building template die that is used for fluid concrete building structure of the present utility model:

Floor template is constructed floor mould or beam bottom board week, and it is rectangle, and is made by aluminium alloys, comprises that a framework and four limits are connected an aluminium alloy plate on the framework, are formed with evenly spaced hole on four sides of framework;

Floor mould crossbeam, also make by aluminium alloys, the long limit of its length and floor template adapts, its shape of cross section roughly is " U " shape, middle form a cavity, two sides comprise straight portion and groove part respectively, be formed with on the straight portion with the floor template side on the even distribution hole of hole correspondence, after floor template and floor mould crossbeam coupled together, the end face of the surface of floor template and floor mould crossbeam flushed;

Adjustable floor mould pillar is the hollow elongate shape, and the pillar middle part is provided with lifting regulating mechanism, is provided with a bearing that floor space is bigger in the pillar lower end;

The middle insert of short tube or stub form can insert in the crossbeam middle part and in the hollow bulb of pillar, its circumferential profile cooperates with interior all profile phases of pillar;

The connection strap of rectangular form, can be solid also can be hollow, the groove part shape on the cross section of its cross section gabarit shape and floor mould crossbeam matches;

Brace is a thin sheet metal, can be made by iron and steel or aluminium alloys, has the hole at both ends, and the distance between the hole is according to the Thickness Design of wall;

The side wall template, be used for constructing side wall mould or beam side, it also is rectangle, make by aluminium alloys, comprise that a framework and four limits are connected an aluminium alloy plate on the framework, on four sides of framework, be formed with evenly spaced hole, and, be formed with the groove that the thickness with brace is complementary at the tapping than on the long side of side wall template;

Interior level angle, also make by aluminium alloys, its shape of cross section roughly is " C " shape, comprise four sides, have on two sides of interior level angle with the floor template side on the even distribution hole corresponding, hole with the hole on the side wall template side, and, after coupling together with floor template and side wall template, two sides of interior level angle respectively with the surface of floor template and the flush of side wall template;

Outer level angle is also made by aluminium alloys, and its shape of cross section is roughly L-shaped, the equal in length of two sides just, have on two of level angle sides outside with side wall template side on the even distribution hole of hole correspondence;

The foundation level angle, the lower end that is used in the interior wall mould plays the role of positioning, also make by aluminium alloys, its shape of cross section roughly is " C " shape, the lateral lip that comprises a level, a vertical side and a base portion, have on the lateral lip with side wall template side on the even distribution hole of hole correspondence, in addition, can with screw the foundation level angle be fixed on the ground by base portion, after coupling together with the side wall template, the flush of the side of foundation level angle and side wall template;

Baseboard, location and transitional function are played in the two ends up and down that are used in outer wall mould, also make by aluminium alloys, its shape of cross section is " U " shape, comprises three sides, have on two sides of baseboard with side wall template side on the even distribution hole of hole correspondence, the side that passes baseboard has the pin that can be cast in the concrete, and, after coupling together with the side wall template, the flush of the side of baseboard and side wall template;

Connect iron bolt and be connected the iron pin, an end that connects iron bolt is formed with flange, is formed with pin-and-hole near the other end, and the shape that connects the iron pin is wedge shape, can play fastening effect by regulating the degree of depth of inserting in the pin-and-hole.

Above-mentioned parts connect into a template die for the fluid concrete structure by following connected mode:

With connecting iron bolt and being connected the side wall template group of iron pin and standing in and form outer wall mould on the baseboard with suitable quantity, and also load onto baseboard at the exterior wall die tip, then, stand in the foundation level angle with connecting iron bolt and being connected the side wall template group of iron pin with suitable quantity) on formation interior wall mould, and load onto interior level angle at the interior wall die tip, and, in, couple together with brace between the outer wall mould, then, be connected on the interior level angle and form beam bottom board with connecting iron bolt and being connected the floor template of iron pin suitable quantity, and level angle outside in the other end connection of beam bottom board, then, with connecting iron bolt and being connected the side wall template group of iron pin and standing on the outer level angle and form beam side with suitable quantity, and install interior level angle on the top of beam side, next, adjustable floor mould pillar is holded up and is adjusted height, one end of middle insert is inserted in the hollow bulb of adjustable floor mould pillar, then the middle part with floor mould crossbeam is inserted on the other end of middle insert, use connection strap then, connect iron bolt and be connected the iron pin and fix, again next, be connected to the floor template of suitable quantity on the straight portion on the floor mould crossbeam and constitute the floor mould on the interior level angle with iron bolt and iron pin, like this, just formed a complete template die that can be used for fluid concrete, in template die, pour into concrete, just can form required concrete structure; Also have, can optionally arrange the template die of other structure beam.

According to the template that is used for described systematization building template die of the present invention; be used for constructing floor mould, beam bottom board, side wall mould or beam side; be rectangle; this template is made by aluminium alloys; comprise that a framework and four limits are connected an aluminium alloy plate on the framework, are formed with evenly spaced hole on four sides of framework.

Systematization construction panel mould of the present utility model has following advantage:

(1) can do planning in advance according to the structure of building, determine the minimum number of required parts, after being ready to, deliver to the job site, assemble and get final product, at the scene without any need for cutting processing operation, therefore, the proportion of goods damageds of material are low, and, can keep building site cleaning, attractive in appearance, reduce the expenditure of management and cleaning cost;

(2) systematization building template die of the present utility model adopts modular combining form, all available simple iron nail of each ingredient or coupling assembling connect to form, set up jointly with the required unique instrument of stripping be a light hammer, for traditional template die, do not need special skilled worker, thereby can raise the efficiency, the reduction of erection time, reduce cost;

(3) aluminum alloy materials that template adopted is light, and each template can not need heavy handbarrow by workman's transportation processing, and this also can reduce expenses;

(4) can utilize high characteristics of template precision and instrument subsidiary, make that to water the concrete structure ratio of precision that outpours higher, thereby can lower the spending of patch work in the future;

(5) because the aluminum alloy surface of template is smooth, can exempt the man-hour and the material consumption of cement flour light operation.

Below, with reference to accompanying drawing, in conjunction with specific embodiments, the utility model is explained in detail.

Fig. 1 is the schematic perspective view of the floor mould of systematization building template die of the present utility model;

Fig. 2 is that the B of Fig. 1 is to schematic diagram;

Fig. 3 is the A-A generalized section of Fig. 1;

Fig. 4 is the schematic perspective view of the side wall mould of systematization building template die of the present utility model;

Fig. 5 is the schematic diagram of the connected mode of side wall mould and floor mould;

Fig. 6 is the schematic diagram of the connected mode on side wall mould and ground;

Fig. 7 is the enlarged drawing of the foundation level angle shown in " C " among Fig. 6;

Fig. 8 is one of application schematic diagram of systematization building template die of the present utility model;

Fig. 9 be systematization of the present utility model building template die the application schematic diagram two;

Figure 10 is the schematic diagram of wherein a kind of lifting regulating mechanism of the adjustable floor mould pillar shown in " D " among Fig. 9;

Figure 11 be systematization of the present utility model building template die the application schematic diagram three;

As Fig. 1 to shown in Figure 11, systematization building template die of the present utility model mainly comprises the floor template 100, floor mould crossbeam 500, adjustable floor mould pillar 600A, middle insert 600, the connection strap 600B that are used for constructing at the bottom of flooring or the beam, be used for constructing the side of side wall or beam side wall template 300, brace 700C, interior level angle 400, outer level angle 800, foundation level angle 200, baseboard 900, connect iron bolt 700 and be connected parts such as iron pin 700B.In addition, selectively, also have side wall mould horizontal support 10 and side wall mould diagonal brace 20.

As shown in Figure 1, floor template 100 is rectangle, and is used for constructing floor mould and beam bottom board, is made by aluminium alloys, comprise that a framework 101 and four limits are connected an aluminium alloy plate 102 on the framework, are formed with evenly spaced hole 103 on four sides of framework 101.

Below, with reference to Fig. 2 and Fig. 3 explanation, floor mould crossbeam 500 is also made by aluminium alloys, the long limit of its length and floor template adapts, its shape of cross section as shown in Figure 3, the special-shaped shape that is symmetry, cavity of middle formation, two sides comprise straight portion 500-A and groove part 500-B respectively, be formed with on the straight portion with the floor template side on the even distribution hole of hole correspondence, after floor template 100 and floor mould crossbeam 500 coupled together, the end face of the surface of floor template and floor mould crossbeam flushed.

Adjustable floor mould pillar 600A is the hollow elongate shape, but the cross section fenestra can be square, the pillar middle part is provided with lifting regulating mechanism, adjustable diameter and screw adjusting mechanism for example shown in Figure 10 or pin-and-hole governor motion shown in Figure 11, certainly, the mechanism that also can take the adjusting lifting of other form, this is easy to accomplish, in addition, be provided with a bearing 600C as shown in Figure 8 in the lower end of pillar, the material of this pillar can be selected iron and steel or aluminium alloys for use.

Middle insert 600 is a short tube or stub, can insert in the crossbeam 500 middle part 500A and the hollow bulb of pillar 600A in, its circumferential profile cooperates with interior all profile phases of pillar, thereby can guarantee stability, and the material of this insert also can be selected iron and steel or aluminium alloys for use.

Connection strap 600B be one rectangular, can be solid also can be hollow, the groove part 500-B shape on the cross section of its cross section gabarit shape and floor mould crossbeam 500 matches.

Below, with reference to Fig. 4 explanation, brace 700C is a thin sheet metal, can be made by iron and steel or aluminium alloys, has hole 700D at both ends, the distance between the hole is according to the Thickness Design of wall.

Side wall template 300 is used for constructing side wall mould or beam side, and its structure is basic identical with the structure of floor template 100, and different places are, is formed with the groove 301 that the thickness with brace 700C is complementary at the tapping than on the long side of side wall template.

As shown in Figure 5, interior level angle 400 is used for playing interconnect function in the junction of the junction of the junction of side wall mould and floor mould, beam bottom board and floor mould and beam side and floor mould, also make by aluminium alloys, its shape of cross section as shown in Figure 5, roughly be " C " shape, comprise four sides 401,401,402,402.Have on two sides 401 of interior level angle with the floor template side on the even distribution hole corresponding, hole with the hole on the side wall template side, and, after coupling together with floor template 100 and side wall template 300, two sides 402 of interior level angle 400 respectively with the surface of floor template and the flush of side wall template.

As shown in Figure 8, outer level angle 800 is used for playing interconnect function in the junction of beam side and beam bottom board, is also made by aluminium alloys, and its shape of cross section as shown in Figure 8, and is roughly L-shaped, just the equal in length of two sides 801.Have on two of level angle sides 801 outside with side wall template side on the even distribution hole of hole correspondence.

As shown in Figure 6, foundation level angle 200 is used in the lower end of interior wall mould, play the role of positioning, also make by aluminium alloys, its shape of cross section roughly is " C " shape as shown in Figure 7, comprises the lateral lip of a level, a vertical side and a base portion, have on the lateral lip with side wall template side on the even distribution hole of hole correspondence.In addition, can foundation level angle 200 be fixed on the ground by base portion 204 usefulness screws, after coupling together with side wall template 300, the side 202 of foundation level angle 200 and the flush of side wall template.

As shown in Figure 8, baseboard 900 is used in the two ends up and down of outer wall mould, plays location and transitional function, is also made by aluminium alloys, and its shape of cross section is " U " shape as shown in Figure 8, comprises three sides 901,901,902.Have on two sides 901 of baseboard with side wall template side on the even distribution hole of hole correspondence, the side 902 that passes baseboard has the pin 903 that can be cast in the concrete, and, after coupling together with side wall template 300, the side 902 of baseboard 900 and the flush of side wall template.

As shown in Figure 5, an end that connects iron bolt 700 is formed with flange, is formed with pin-and-hole 700A near the other end, and the shape that connects iron pin 700B is wedge shape, can play fastening effect by regulating the degree of depth of inserting among the pin-and-hole 700A.

In addition, in order to strengthen the stability of side wall mould, shown in Fig. 8 and 11, can set up horizontal support 10 between the side wall mould or between side wall mould and ground, set up diagonal brace 20.The middle part of horizontal support 10 and diagonal brace 20 all is provided with length adjustment mechanism.

When using systematization building template die of the present utility model construction, can carry out advance planning to minimum how many each parts that will use earlier, be ready to by the quantity of determining then and transport to the building site, like this, can save manufacturing, transportation, take care of the spending of aspect.

On-site, systematization of the present utility model building template die is pressed the face program and is made up.

At first, by the hole on hole on side wall template 300 sides and baseboard 900 sides 901, with connecting iron bolt 700 and being connected the side wall template of iron pin 700B and standing on the baseboard 900 for 300 groups and form outer wall mould with suitable quantity, and at the exterior wall die tip also by above-mentioned hole with connecting iron bolt and being connected the iron pin and loading onto baseboard 900, then, by the hole on hole on side wall template 300 sides and foundation level angle 200 lateral lip, with connecting iron bolt 700 and being connected iron pin 700B the side wall template of suitable quantity is stood in formation interior wall mould on the foundation level angle 200 for 300 groups, and the inner wall panel top by the hole on the hole on side wall template 300 sides and interior level angle 400 sides be connected iron bolt 700 be connected iron pin 700B load onto in level angle 400, and, in, couple together with brace 700C between the outer wall mould, then, by the hole on hole on floor template 100 sides and interior level angle 400 sides, be connected on the interior level angle 400 and form beam bottom board with connecting iron bolt 700 and being connected the floor template 100 of iron pin 700B suitable quantity, and the other end of beam bottom board by the hole on the floor template side and outside hole on the level angle side with level angle 800 outside being connected iron bolt and being connected in the connection of iron pin, then, by the hole on hole on the side wall template side and the outer level angle side, with connecting iron bolt 700 and being connected the side wall template of iron pin 700B and standing on the outer level angle 800 for 300 groups and form beam side with suitable quantity, and on the top of beam side with level angle 400 in top identical mode is installed, next, adjustable floor mould pillar 600A is holded up and adjusts height, one end of middle insert 600 is inserted in the hollow bulb of adjustable floor mould pillar 600A, then the middle part 500A with floor mould crossbeam 500 is inserted on the other end of middle insert 600, use connection strap 600B then, connect iron bolt 700 and be connected iron pin 700B and fix by the hole on the floor mould crossbeam straight portion, again next, by the hole on the floor template side, hole on hole on the floor mould crossbeam straight portion and the interior aquatic products corner side, with iron bolt 700 and iron pin 700B the floor template 100 of suitable quantity is connected to that straight portion 500-A on the floor mould crossbeam 500 goes up and interior level angle 400 on constitute the floor mould, like this, just formed a complete template die that can be used for fluid concrete as shown in Figure 8, in template die, pour into concrete, just can form required concrete structure.

Also have, can optionally arrange the template die of other structure beam, as shown in Figure 9.

More than, in conjunction with the accompanying drawings embodiment of the present utility model is described.It should be explicitly made clear at this point that foregoing description only is an illustrative nature, those skilled in the art is done on the basis of the foregoing description does not anyly break away from the improvement of the utility model spirit essence all in the protection domain that claim of the present utility model limited.

Claims (2)

1. template die is built in a systematization that is used for fluid concrete building structure, it is characterized in that it comprises following parts:
Floor template (100), be used for constructing floor mould or beam bottom board, it is rectangle, and is made by aluminium alloys, comprise that a framework (101) and four limits are connected the aluminium alloy plate (102) on the framework, are formed with evenly spaced hole (103) on four sides of framework (101);
Floor mould crossbeam (500), also make by aluminium alloys, the long limit of its length and floor template adapts, its shape of cross section roughly is " U " shape, middle form a cavity, two sides comprise straight portion (500-A) and groove part (500-B) respectively, be formed with on the straight portion with the floor template side on the even distribution hole of hole correspondence, after floor template (100) and floor mould crossbeam (500) coupled together, the end face of the surface of floor template and floor mould crossbeam flushed;
Adjustable floor mould pillar (600A) is the hollow elongate shape, and the pillar middle part is provided with lifting regulating mechanism, is provided with a bearing (600B) that floor space is bigger in the pillar lower end;
The middle insert (600) of short tube or stub form can insert in crossbeam (500) middle part (500A) and in the hollow bulb of pillar (600A), its circumferential profile cooperates with interior all profile phases of pillar;
The connection strap of rectangular form (600B), can be solid also can be hollow, groove part (500-B) shape on the cross section of its cross section gabarit shape and floor mould crossbeam (500) matches;
Brace (700C) is a thin sheet metal, can be made by iron and steel or aluminium alloys, has hole (700D) at both ends, and the distance between the hole is according to the Thickness Design of wall;
Side wall template (300), be used for constructing side wall mould or beam side, it also is rectangle, make by aluminium alloys, comprise that a framework (301) and four limits are connected the aluminium alloy plate (302) on the framework, on four sides of framework (301), be formed with evenly spaced hole (303), and, at the groove (301) that the tapping than on the long side of side wall template is formed with and the thickness of brace (700C) is complementary;
Interior level angle (400), also make by aluminium alloys, its shape of cross section roughly is " C " shape, comprise four sides (401,401,402,402), have on two sides (401) of interior level angle with the floor template side on the even distribution hole corresponding, hole with the hole on the side wall template side, and, and after floor template (100) and side wall template (300) couple together, two sides (402) of interior level angle (400) respectively with the surface of floor template and the flush of side wall template;
Outer level angle (800) is also made by aluminium alloys, and its shape of cross section is roughly L-shaped, the equal in length of two sides (801) just, have on two of level angle sides (801) outside with side wall template side on the even distribution hole of hole correspondence;
Foundation level angle (200), the lower end that is used in the interior wall mould plays the role of positioning, also make by aluminium alloys, its shape of cross section roughly is " C " shape, the lateral lip that comprises a level, a vertical side and a base portion, have on the lateral lip with side wall template side on the even distribution hole of hole correspondence, in addition, can with screw foundation level angle (200) be fixed on the ground by base portion (204), after coupling together with side wall template (300), the side (202) of foundation level angle (200) and the flush of side wall template;
Baseboard (900), location and transitional function are played in the two ends up and down that are used in outer wall mould, also make by aluminium alloys, its shape of cross section is " U " shape, comprise three sides (901,901,902), two sides (901 at baseboard, 901) have on side wall template side on the even distribution hole of hole correspondence, the side (902) that passes baseboard has the pin (903) that can be cast in the concrete, and, after coupling together with side wall template (300), the side (902) of baseboard (900) and the flush of side wall template;
Connect iron bolt (700) and be connected iron pin (700B), an end that connects iron bolt (700) is formed with flange, be formed with pin-and-hole (700A) near the other end, the shape that connects iron pin (700B) is wedge shape, can play fastening effect by regulating the degree of depth of inserting in the pin-and-hole (700A);
Above-mentioned parts connect into a template die for the fluid concrete structure by following connected mode:
By hole on side wall template (300) side and the hole on baseboard (900) side (901), with connecting iron bolt (700) and being connected iron pin (700B) side wall template (300) group of suitable quantity is stood in formation outer wall mould on the baseboard (900), and at the exterior wall die tip also by above-mentioned hole with connecting iron bolt and being connected the iron pin and loading onto baseboard (900), then, by the hole on hole on side wall template (300) side and foundation level angle (200) lateral lip, with connecting iron bolt (700) and being connected iron pin (700B) side wall template (300) group of suitable quantity is stood in formation interior wall mould on the foundation level angle (200), and at the interior wall die tip by the hole on the hole on side wall template (300) side and interior level angle (400) side with being connected iron bolt (700) and being connected iron pin (700B) and loading onto interior level angle (400), and, in, couple together with brace (700C) between the outer wall mould, then, by the hole on hole on floor template (100) side and interior level angle (400) side, be connected to formation beam bottom board on the interior level angle (400) with connecting iron bolt (700) and being connected the floor template (100) of iron pin (700B) with suitable quantity, and the other end of beam bottom board by the hole on the floor template side and outside hole on the level angle side with level angle (800) outside being connected iron bolt and being connected in the connection of iron pin, then, by the hole on hole on the side wall template side and the outer level angle side, with connecting iron bolt (700) and being connected iron pin (700B) side wall template (300) group of suitable quantity is stood in formation beam side on the outer level angle (800), and on the top of beam side to install interior level angle (400) with top identical mode, next, adjustable floor mould pillar (600A) is holded up and is adjusted height, one end of middle insert (600) is inserted in the hollow bulb of adjustable floor mould pillar (600A), then the middle part (500A) with floor mould crossbeam (500) is inserted on the other end of middle insert (600), use connection strap (600B) then, connect iron bolt (700) and be connected iron pin (700B) and fix by the hole on the floor mould crossbeam straight portion, again next, by the hole on the floor template side, hole on the floor mould crossbeam straight portion and the hole on the interior level angle side, the floor template (100) of suitable quantity is connected to that straight portion (500-A) on the floor mould crossbeam (500) goes up and interior level angle (400) is gone up and constituted the floor mould with iron bolt (700) and iron pin (700B), like this, just formed a complete template die that can be used for fluid concrete, in template die, pour into concrete, just can form required concrete structure;
Also have, can optionally arrange the template die of other structure beam.
2. the system as claimed in claim 1 building template die, it is characterized in that: setting up horizontal support (10) between the side wall mould or set up diagonal brace (20) between side wall mould and ground, the middle part of horizontal support (10) and diagonal brace (20) all is provided with length adjustment mechanism.
CN 00255325 2000-10-09 2000-10-09 System building formwork CN2491554Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00255325 CN2491554Y (en) 2000-10-09 2000-10-09 System building formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00255325 CN2491554Y (en) 2000-10-09 2000-10-09 System building formwork

Publications (1)

Publication Number Publication Date
CN2491554Y true CN2491554Y (en) 2002-05-15

Family

ID=33612344

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00255325 CN2491554Y (en) 2000-10-09 2000-10-09 System building formwork

Country Status (1)

Country Link
CN (1) CN2491554Y (en)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102587639A (en) * 2012-01-20 2012-07-18 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN102767279A (en) * 2012-07-02 2012-11-07 广州毅昌科技股份有限公司 Modular wall top plastic template system
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
CN103276891A (en) * 2013-06-08 2013-09-04 广东台澳特种铝材有限公司 Aluminum template system for building
CN103556814A (en) * 2013-10-31 2014-02-05 林德亮 Building template frame system
CN103821352A (en) * 2014-01-25 2014-05-28 苏鸿飞 Installation method of aluminum mould plate building units and aluminum mould plate connector used by installation method
CN103866975A (en) * 2014-02-28 2014-06-18 苏鸿飞 Building formwork assembly method and used aluminium formwork connector
CN104120881A (en) * 2013-04-28 2014-10-29 深圳市特辰科技股份有限公司 Building formwork system capable of being disassembled or assembled fast
CN104196231A (en) * 2014-09-25 2014-12-10 成都市第六建筑工程公司 Concrete floor aluminum alloy template and construction method thereof
CN104234411A (en) * 2013-06-21 2014-12-24 深圳市特辰科技股份有限公司 Aluminum alloy form structural system for fabrication of beams and slabs
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106149885A (en) * 2015-04-16 2016-11-23 杨华 Simple building structure and the house containing its structure
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106401184A (en) * 2016-11-10 2017-02-15 湖北森峰铝模科技有限公司 Aluminum template connection piece

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101824907A (en) * 2010-04-30 2010-09-08 倪国荣 Connecting structure of aluminum alloy building template assembly
CN102828612B (en) * 2011-06-17 2015-06-24 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
CN102828612A (en) * 2011-06-17 2012-12-19 深圳汇林达科技有限公司 Building template system and construction method for fast assembling and locating templates
WO2013023330A1 (en) * 2011-08-12 2013-02-21 Lei Canbo Combined system of split building template
CN102587639B (en) * 2012-01-20 2014-09-17 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN102587639A (en) * 2012-01-20 2012-07-18 浙江天元建设(集团)股份有限公司 Double-layered skirting board and service method thereof
CN103255929A (en) * 2012-02-15 2013-08-21 天津三春科技有限公司 Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds
WO2014005369A1 (en) * 2012-07-02 2014-01-09 广州毅昌科技股份有限公司 Modular plastic template system for wall top
CN102767279A (en) * 2012-07-02 2012-11-07 广州毅昌科技股份有限公司 Modular wall top plastic template system
CN104120881B (en) * 2013-04-28 2016-09-07 深圳市特辰科技股份有限公司 The building template system of fast demountable
CN104120881A (en) * 2013-04-28 2014-10-29 深圳市特辰科技股份有限公司 Building formwork system capable of being disassembled or assembled fast
CN103276891A (en) * 2013-06-08 2013-09-04 广东台澳特种铝材有限公司 Aluminum template system for building
CN104234411B (en) * 2013-06-21 2017-03-15 深圳市特辰科技股份有限公司 Beam slab aluminum alloy mould plate structural system
CN104234411A (en) * 2013-06-21 2014-12-24 深圳市特辰科技股份有限公司 Aluminum alloy form structural system for fabrication of beams and slabs
CN103556814A (en) * 2013-10-31 2014-02-05 林德亮 Building template frame system
CN103821352A (en) * 2014-01-25 2014-05-28 苏鸿飞 Installation method of aluminum mould plate building units and aluminum mould plate connector used by installation method
CN103821352B (en) * 2014-01-25 2016-03-09 苏鸿飞 The mounting method of aluminum alloy pattern plate building unit and the aluminum alloy pattern plate connector used
CN103866975B (en) * 2014-02-28 2016-02-03 苏鸿飞 The mounting method of construction formwork and the aluminum alloy pattern plate connector used
CN103866975A (en) * 2014-02-28 2014-06-18 苏鸿飞 Building formwork assembly method and used aluminium formwork connector
CN104196231A (en) * 2014-09-25 2014-12-10 成都市第六建筑工程公司 Concrete floor aluminum alloy template and construction method thereof
CN106149885A (en) * 2015-04-16 2016-11-23 杨华 Simple building structure and the house containing its structure
CN105625708A (en) * 2015-12-31 2016-06-01 云南建工建材科技有限责任公司 Aluminum wood composite formwork system for buildings
CN106168065A (en) * 2016-07-04 2016-11-30 浙江谊科建筑技术发展有限公司 A kind of pouring auxiliary aluminum diaphragm system
CN106401184A (en) * 2016-11-10 2017-02-15 湖北森峰铝模科技有限公司 Aluminum template connection piece

Similar Documents

Publication Publication Date Title
US8235346B2 (en) Support bracket for a column
EP0653004B1 (en) Framework of a building
CN1107150C (en) Folding telescopic prefabricated framing units for non-load-bearing walls
US7445192B2 (en) Shear wall template
US7743580B2 (en) Tilt-up anchor and anchor pocket form
US6834471B2 (en) Extruded bracket with miter cut
US5678373A (en) Modular precast wall system with mortar joints
US6134861A (en) Foundation construction method
US5809726A (en) Foundation construction system
US7823858B2 (en) Method for forming masonry unit
US5611182A (en) Wall form system and apparatus
US7687005B2 (en) Masonry unit manufacturing method
US6036906A (en) Method for manufacturing an improved prestressed concrete joist
US20110131892A1 (en) Green Precast Mold
EP0972120B1 (en) Forming device for settable fluids for use in construction
US4156999A (en) Beam for concrete forming structures
US8066247B2 (en) Modular shoring assembly with length adjustable support
CN102605858B (en) Building structure and construction method
CA2372358C (en) Column hung truss system
EP1629160A1 (en) A structure and method for prefabricated construction
CN102127930B (en) Net die member for steel-concrete building and method for constructing enclosure by combining net die members and filling into a frame shear wall
US20060096202A1 (en) Pre-cast panel unibody building system
US5930970A (en) Panel construction use as a forming device for settable fluids in construction
CN102704672A (en) Installation construction method for large all-steel formwork at internal corner of shear wall
US5785419A (en) Lightweight building material and method of construction of cast-in-place structures

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20031114

Patentee after: Huahui system formwork Co Ltd

Patentee before: Huahui System Formwork Co Ltd

ASS Succession or assignment of patent right

Owner name: HUAHUI SYSTEM MODULE CO., LTD.

Free format text: FORMER OWNER: HUAHUI SYSTEM FORMWORK CO LTD

Effective date: 20031114

COR Change of bibliographic data

Free format text: CORRECT: PATENTEE; FROM: HUAHUI SYSTEM MODULE CO., LTD. TO: HUIHUI SYSTEM MOULD BOARD CO., LTD.

CU01 Correction of utility model patent

Correction item: Patentee

Correct: Hui Hui system board touch Co., Ltd.

False: Benson limited touch system board

Number: 52

Page: The title page

Volume: 19

ERR Gazette correction

Free format text: CORRECT: PATENTEE; FROM: HUAHUI SYSTEM MODULE CO., LTD. TO: HUIHUI SYSTEM MOULD BOARD CO., LTD.

CU03 Correction of utility model patent gazette

Correction item: Patentee

Correct: Hui Hui system board touch Co., Ltd.

False: Benson limited touch system board

Number: 52

Page: 349

Volume: 19

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