CN109944439A - The adjustable steel cord girder device reinforced for column template - Google Patents

The adjustable steel cord girder device reinforced for column template Download PDF

Info

Publication number
CN109944439A
CN109944439A CN201910379529.1A CN201910379529A CN109944439A CN 109944439 A CN109944439 A CN 109944439A CN 201910379529 A CN201910379529 A CN 201910379529A CN 109944439 A CN109944439 A CN 109944439A
Authority
CN
China
Prior art keywords
stupefied
back cord
column template
outside
cord
Prior art date
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.)
Granted
Application number
CN201910379529.1A
Other languages
Chinese (zh)
Other versions
CN109944439B (en
Inventor
杨建中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Rili Technology Co Ltd
Original Assignee
Shenzhen Rili Technology Co Ltd
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 Shenzhen Rili Technology Co Ltd filed Critical Shenzhen Rili Technology Co Ltd
Priority to CN201910379529.1A priority Critical patent/CN109944439B/en
Publication of CN109944439A publication Critical patent/CN109944439A/en
Application granted granted Critical
Publication of CN109944439B publication Critical patent/CN109944439B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

That the invention discloses a kind of structures is simple, versatility is good, mobility is good, the construction adjustable steel cord girder device convenient for disassembly and assembly quickly reinforced for column template, this is used for the adjustable steel cord girder device that column template is reinforced and is not necessarily to Screw arbor with nut at both-ends, artificial and material is reduced, the column template that can be used for multiple section size is reinforced.The present invention includes the corner back cord (1) for (9) four corners of column template, flexible back cord (2) for connecting the adjacent corner back cord (1) in four sides of the column template (9), for the corner back cord (1) and the flexible back cord (2) to be integrally formed the flexible fastener connector (3) of formula annular truss circumferentially connecting and fasten, the depth that the flexible back cord (2) is inserted into the corner back cord (1) can adjust by grafting between the flexible back cord (2) and the corner back cord (1), it is reinforced with adapting to the column template of different length and width.It the composite can be widely applied to building template field.

Description

The adjustable steel cord girder device reinforced for column template
Technical field
The present invention relates to a kind of adjustable steel cord girder devices reinforced for column template.
Background technique
With the continuous development of building trade, the specific gravity of cast-in-place concrete structure increasingly increases.Traditional plank sheathing intensity It is low, can the number of turnover it is few, need to consume a large amount of timber and human resources;Then weight is big for steel form, and demoulding is difficult, and construction needs machine Tool equipment is assisted.Aluminum alloy building template is a kind of novel building template, it has light-weight, and dismounting speed is fast, turnover time Number is more, repeatedly has enough to meet the need at low cost, the advantages that formation of concrete surface is clean and tidy, obtains extensive concern and applies.
The pillar of buildings in general is higher, during casting concrete column, concrete lateral pressure that column template is subject to compared with Greatly, it is difficult to meet related request since it deforms Forming Quality that is larger thus easily leading to concrete column, it is therefore desirable to add and add Firmware does not influence the construction period of form work engineering to improve the bearing capacity of column template as far as possible.It is existing to be used for reinforced column mould The back cord of plate is specially designed for the concrete column with specific dimensions, due to the difference of pillar section type, and not With the variation of floor pillar section type, column template is caused to reinforce back cord difference size model number excessive, therefore its versatility is poor, Mobility is poor, and the value of recycling and reusing is lower, and some structures are very complicated.The existing back cord periphery reinforced for column template Will Screw arbor with nut at both-ends, waste material and artificial.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art and provide, a kind of structure is simple, versatility Well, mobility is good, the adjustable steel cord girder device convenient for disassembly and assembly quickly reinforced for column template of constructing, this is used for column template The adjustable steel cord girder device of reinforcing is not necessarily to Screw arbor with nut at both-ends, reduces artificial and material, can be used for the column mould of multiple section size Plate is reinforced.
The technical scheme adopted by the invention is that: the present invention include include for four corners of column template corner carry on the back It is stupefied, for four sides of the column template by the flexible back cord that the adjacent corner back cord connects, be used for described turn Angle back cord and the flexible back cord are integrally formed the flexible fastener connector of formula annular truss circumferentially connecting and fasten, described to stretch The depth that the flexible back cord is inserted into the corner back cord can adjust by grafting between contracting back cord and the corner back cord, with suitable The column template of different length and width is answered to reinforce.
The corner back cord include two the first parallel outsides it is stupefied stupefied with the first inner edge and two parallel second outside Side is stupefied and the second inner edge is stupefied, and first inner edge is stupefied stupefied perpendicular with second inner edge and is connivent in the corner of the column template Place, first outside is stupefied and the stupefied through-hole being equipped with for the flexible fastener connector break-through in the second outside, and described the Stupefied and described second outside is stupefied outside one is not directly connected together, and is equipped with therebetween for the flexible fastener connector turn To and the space that is fastened and fixed.
The corner back cord includes two components, and first component includes that first outside is stupefied, first inner edge is stupefied And first connecting plate, second component include that second outside is stupefied, second inner edge is stupefied and the second connecting plate, described first Connecting plate is connect with second connecting plate by being combined, so that first component and the fixed company of second component It is connected into as an entirety.
The flexible back cord include two parallel thirds while it is stupefied, by two thirds while stupefied middle part link together Transverse connection, the stupefied both ends in two third sides are stupefied with first outside respectively, second outside is stupefied, in first Slideable grafting adaptation is formed between side is stupefied, second inner edge is stupefied, stupefied be equipped in the third side positioned at outside is used for institute State the through-hole of flexible fastener connector break-through.
The transverse connection includes connecting rod and the casing for being fixedly connected on the connecting rod both ends, and the third side is stupefied It plugs and is adapted to described sleeve pipe, the third side is stupefied perpendicular with the connecting rod.
First outside of the corner back cord is stupefied, second outside is stupefied, first inner edge is stupefied, in described second While stupefied, the described transverse connection described sleeve pipe and the flexible back cord the third while it is stupefied be tubulose profile.
The flexible fastener connector includes wirerope, the screw rod being fixedly connected with the wirerope both ends and the spiral shell The compatible nut of bar, baffle, the wirerope circumferentially sequentially pass through each first outside stupefied, described the along the column template Two stupefied and positioned at outside the third side in outsides are stupefied, between wherein one first outside is stupefied and second outside is stupefied Space at draw two screw rods, two baffles by this it is described first outside it is stupefied and it is described second outside it is stupefied End face is blocked, and the screw portion is pierced by the baffle, is adapted by the nut with the screw rod and is connect fastening, will be described Wirerope tenses.
The adjustable steel cord girder device reinforced for column template further includes several supporting plates, and the supporting plate is described in The surrounding of column template is fixedly connected on the column template, and first inner edge of the corner back cord is stupefied and/or described second The stupefied and/or third side positioned inside of inner edge is stupefied to be set up on the supporting plate.
The stupefied length stupefied with second outside in first outside of the corner back cord is unequal, first inner edge The stupefied length stupefied with second inner edge is unequal.
The corner back cord, the flexible back cord are made of aluminium alloy or steel.
The beneficial effects of the present invention are: due to the present invention include include for four corners of column template corner back cord, For four sides of the column template by the flexible back cord that the adjacent corner back cord connects, be used to carry on the back the corner The stupefied and described flexible back cord is integrally formed the flexible fastener connector of formula annular truss circumferentially connecting and fasten, the flexible back It is stupefied that the depth that the flexible back cord is inserted into the corner back cord can adjust by grafting between the corner back cord, to adapt to not Column template with length and width is reinforced;Invention passes through adjustable by grafting between the flexible back cord and the corner back cord The flexible back cord is inserted into the depth of the corner back cord, is reinforced with adapting to the wall form of different length and width, is not only constructed Simply, and rigidity is larger, and bearing capacity is strong, is easy to dismount, flexible in application, improves the assembled speed of column template, and accessory Type is few, and standardization level is high, recycling that can be easy in disparity items;Therefore the configuration of the present invention is simple, versatility are good, motor-driven Property it is good, construction is convenient for disassembly and assembly quickly, is not necessarily to Screw arbor with nut at both-ends, reduces artificial and material, can be used for the column template of multiple section size It reinforces.
Detailed description of the invention
Fig. 1 is the stereochemical structure after the adjustable steel cord girder device installation of the embodiment of the present invention reinforced for column template Schematic diagram;
Fig. 2 is the positive structure schematic of the embodiment of the present invention shown in Fig. 1;
Fig. 3 is the overlooking structure diagram of the embodiment of the present invention shown in Fig. 2;
Fig. 4 is the schematic perspective view of the corner back cord of the embodiment of the present invention;
Fig. 5 is the schematic perspective view of another angle of the corner back cord of the embodiment of the present invention;
Fig. 6, Fig. 7 are the schematic perspective views of two building blocks of the corner back cord of the embodiment of the present invention;
Fig. 8 is the schematic perspective view of the flexible back cord of inventive embodiments;
Fig. 9 is the schematic perspective view of the transverse connection of the embodiment of the present invention;
Figure 10 is the structural schematic diagram that the wirerope of the flexible fastener connector of the embodiment of the present invention is connect with screw rod;
Figure 11 is the schematic perspective view of the supporting plate of the embodiment of the present invention;
Figure 12 is the whole stereochemical structure for the adjustable steel cord girder device of the embodiment of the present invention reinforced for column template Schematic diagram.
Specific embodiment
As shown in Fig. 1~Figure 12, the adjustable steel cord girder device reinforced for column template of the present embodiment includes being used for The corner back cord 1 of 9 four corners of column template, in four sides of the column template 9 by the adjacent corner back cord 1 The flexible back cord 2 of connection, for circumferentially connecting and fastening the formula of being integrally formed the corner back cord 1 and the flexible back cord 2 The flexible fastener connector 3 of annular truss, it is adjustable described by grafting between the flexible back cord 2 and the corner back cord 1 Flexible back cord 2 is inserted into the depth of the corner back cord 1, is reinforced with adapting to the column template of different length and width.
The corner back cord 1 includes that two the first parallel outsides stupefied 11 are parallel with the first inner edge stupefied 12 and two Second outside stupefied 81 and the second inner edge stupefied 82, first inner edge stupefied 12 is perpendicular with second inner edge stupefied 82 and is connivent in institute The corner of column template 9 is stated, first outside stupefied 11 and second outside stupefied 81 are equipped with and connect for the flexible fastener The through-hole of 3 break-through of part, first outside stupefied 11 and second outside stupefied 81 are not directly connected together, and are equipped with therebetween The space for turning to and being fastened and fixed for the flexible fastener connector 3;The corner back cord 1 can be an integral solder structure Part, in the present embodiment, the corner back cord 1 includes two components, first component include first outside it is stupefied 11, described the One inner edge stupefied 12 and the first connecting plate 13, second component include second outside stupefied 81, second inner edge stupefied 82 and the Two connecting plates 83, first connecting plate 13 are connect with second connecting plate 83 by being combined, so that first structure Part is fixedly connected as an entirety with second component, in the present embodiment, first outside of the corner back cord 1 Stupefied 11 is unequal with the length of second outside stupefied 81, and the length of first inner edge stupefied 12 and second inner edge stupefied 82 is not Equal, i.e., the size on two sides of the described corner back cord 1 differs, when installation, can respectively correspond the length for giving square cross section column type mould 9 and Width, certainly, outside first outside stupefied 11 and described second of the corner back cord 1 in stupefied 81 length and described first It side stupefied 12 can be equal with the length of second inner edge stupefied 82;The flexible back cord 2 include two parallel third sides it is stupefied 21, The transverse connection 22 that the middle part on two third sides stupefied 21 is linked together, the both ends point on two third sides stupefied 21 Not with first outside is stupefied 11, second outside is stupefied 21, first inner edge is stupefied 12, shape between second inner edge stupefied 22 It is adapted at slideable grafting, the third side stupefied 21 positioned at outside is equipped with for 3 break-through of flexible fastener connector Through-hole;The transverse connection 22 includes connecting rod 26 and is fixedly connected on the casing 28 at 26 both ends of connecting rod, and described the Three sides stupefied 21 are plugged with described sleeve pipe 28 to be adapted to, and the third side stupefied 21 and the connecting rod 26 are perpendicular;The corner back Stupefied 1 first outside is stupefied 11, second outside is stupefied 81, first inner edge is stupefied 12, second inner edge is stupefied 82, described The third side stupefied 21 of the described sleeve pipe 28 of transverse connection 22 and the flexible back cord 2 is tubulose profile, this implementation It is rectangular tube structural section in example, reduces the type of material, gets ready the goods, is easily manufactured, naturally it is also possible to be round tube profile;It is described soft Property fastening connection piece 3 include wirerope 31, be fixedly connected with 31 both ends of wirerope screw rod 32, with 32 phase of screw rod fit Nut 33, the baffle 34 matched, the wirerope 31 circumferentially sequentially pass through stupefied 11, institute outside each described first along the column template 9 State the second outside stupefied 81 and positioned at the third side stupefied 21 in outside, wherein first outside stupefied 11 and described second At space between outside stupefied 81 draw two screw rods 32, two baffles 34 by this it is described first outside stupefied 11 And the end face of second outside stupefied 81 is blocked, 32 part of screw rod is pierced by the baffle 34, passes through the nut 33 and institute It states screw rod 32 and is adapted connection fastening, the wirerope 31 is tensed, is used between the nut 33 and the screw rod 32 Trapezoidal thread engagement, intensity are high;The adjustable steel cord girder device reinforced for column template further includes several supporting plates 7, The supporting plate 7 is fixedly connected on the column template 9 along the surrounding of the column template 9, the corner back cord 1 described first in It stupefied 12 and/or second inner edge stupefied 82 and/or stupefied 21 is being set up on the supporting plate 7 when positioned at the third of inside;This In embodiment, the corner back cord 1, the flexible back cord 2 are all made of aluminium alloy and are made, naturally it is also possible to other using steel etc. The structural material of material is made.When 9 section of column template changes, two thirds of the flexible back cord 2 are adjusted First outside of stupefied 21 insertion in the side corner back cord 1 is stupefied 11, second outside is stupefied 21, first inner edge is stupefied 12, The depth of second inner edge stupefied 22, and length by adjusting the wirerope 31 or the nut 33 are to the wirerope 31 Length adjustment is completed the reinforcing to column template and is locked, reinforces to realize to the column template of multiple section size.
The present invention is by can adjust the flexible back cord 2 by grafting between the flexible back cord 2 and the corner back cord 1 It is inserted into the depth of the corner back cord 1, is reinforced with adapting to the wall form of different length and width, not only simple structure, Er Qiegang To spend larger, bearing capacity is strong, is easy to dismount, and it is flexible in application, the assembled speed of column template is improved, and accessory type is few, standard Change degree is high, recycling that can be easy in disparity items;Therefore the configuration of the present invention is simple, versatility is good, mobility is good, construction It is convenient for disassembly and assembly to be quickly not necessarily to Screw arbor with nut at both-ends, reduce artificial with material, the column template that can be used for multiple section size is reinforced, can be with Various sizes of column template is reinforced with the adjustable steel cord girder device of a set of size.
It the composite can be widely applied to building template field.

Claims (10)

1. a kind of adjustable steel cord girder device reinforced for column template, it is characterised in that: including being used for column template (9) four The corner back cord (1) of corner is used to connect the adjacent corner back cord (1) in four sides of the column template (9) Flexible back cord (2), for the corner back cord (1) and the flexible back cord (2) to be integrally formed circumferentially connecting and fasten The flexible fastener connector (3) of formula annular truss, can by grafting between the flexible back cord (2) and the corner back cord (1) The depth that the flexible back cord (2) is inserted into the corner back cord (1) is adjusted, is added with adapting to the column template of different length and width Gu.
2. the adjustable steel cord girder device according to claim 1 reinforced for column template, it is characterised in that: described turn Angle back cord (1) includes two the first parallel outsides stupefied (11), second outside parallel with the first inner edge stupefied (12) and two Stupefied (81) and the second inner edge are stupefied (82), and first inner edge stupefied (12) is perpendicular with second inner edge stupefied (82) and is connivent in institute The corner of column template (9) is stated, first outside stupefied (11) and second outside stupefied (81) are equipped with for described flexible tight The through-hole of connected fitting (3) break-through, first outside stupefied (11) and second outside stupefied (81) are not directly connected together, Therebetween it is equipped with the space for turning to and being fastened and fixed for the flexible fastener connector (3).
3. the adjustable steel cord girder device according to claim 2 reinforced for column template, it is characterised in that: described turn Angle back cord (1) includes two components, and first component includes first outside stupefied (11), first inner edge stupefied (12) and the One connecting plate (13), second component include second outside stupefied (81), second inner edge stupefied (82) and the second connecting plate (83), first connecting plate (13) connect with second connecting plate (83) by being combined, so that first component It is fixedly connected with second component as an entirety.
4. the adjustable steel cord girder device according to claim 2 or 3 reinforced for column template, it is characterised in that: institute State flexible back cord (2) include two parallel thirds while stupefied (21), by two thirds while stupefied (21) in the middle part of be connected to one The transverse connection (22) risen, the both ends of two articles of third sides stupefied (21) respectively with first outside stupefied (11), described the Two outsides stupefied (21), the first inner edge stupefied (12) form slideable grafting adaptation between second inner edge stupefied (22), are located at outer The third side stupefied (21) of side is equipped with the through-hole for flexible fastener connector (3) break-through.
5. the adjustable steel cord girder device according to claim 4 reinforced for column template, it is characterised in that: the cross It include connecting rod (26) and the casing (28) for being fixedly connected on the connecting rod (26) both ends, the third side to connector (22) Stupefied (21) plug with described sleeve pipe (28) and are adapted to, and the third side stupefied (21) and the connecting rod (26) are perpendicular.
6. the adjustable steel cord girder device according to claim 5 reinforced for column template, it is characterised in that: described turn First outside stupefied (11), the second outside stupefied (81), first inner edge stupefied (12), described second of angle back cord (1) The third side of inner edge stupefied (82), the described sleeve pipe (28) of the transverse connection (22) and the flexible back cord (2) is stupefied It (21) is tubulose profile.
7. the adjustable steel cord girder device according to claim 4 reinforced for column template, it is characterised in that: described soft Property fastening connection piece (3) include wirerope (31), the screw rod (32) being fixedly connected with the wirerope (31) both ends, with the spiral shell The compatible nut (33) of bar (32), baffle (34), the wirerope (31) circumferentially sequentially pass through each institute along the column template (9) It is stupefied (81) and stupefied (21) positioned at the third side in outside to state the first outside stupefied (11), second outside, wherein an institute It states and draws two screw rods (32) at the space between the first outside stupefied (11) and second outside stupefied (81), described in two Baffle (34) blocks the end face of first outside stupefied (11) and second outside stupefied (81) at this, the screw rod (32) Part is pierced by the baffle (34), is adapted by the nut (33) with the screw rod (32) and connect fastening, by the steel wire Rope (31) tenses.
8. the adjustable steel cord girder device according to claim 4 reinforced for column template, it is characterised in that: the use It further include several supporting plates (7) in the adjustable steel cord girder device that column template is reinforced, the supporting plate (7) is along the column template (9) surrounding is fixedly connected on the column template (9), first inner edge stupefied (12) of the corner back cord (1) and/or institute It states the second inner edge stupefied (82) and/or is set up on the supporting plate (7) positioned at the third side stupefied (21) of inside.
9. the adjustable back cord device according to claim 2 reinforced for column template, it is characterised in that: the corner back cord (1) it is described first outside stupefied (11) and it is described second outside stupefied (81) length it is unequal, first inner edge stupefied (12) and The length of second inner edge stupefied (82) is unequal.
10. the adjustable steel cord girder device according to claim 1 reinforced for column template, it is characterised in that: described Corner back cord (1), the flexible back cord (2) are made of aluminium alloy or steel.
CN201910379529.1A 2019-05-08 2019-05-08 Adjustable steel wire rope truss device for column formwork reinforcement Active CN109944439B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910379529.1A CN109944439B (en) 2019-05-08 2019-05-08 Adjustable steel wire rope truss device for column formwork reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910379529.1A CN109944439B (en) 2019-05-08 2019-05-08 Adjustable steel wire rope truss device for column formwork reinforcement

Publications (2)

Publication Number Publication Date
CN109944439A true CN109944439A (en) 2019-06-28
CN109944439B CN109944439B (en) 2024-03-05

Family

ID=67017190

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910379529.1A Active CN109944439B (en) 2019-05-08 2019-05-08 Adjustable steel wire rope truss device for column formwork reinforcement

Country Status (1)

Country Link
CN (1) CN109944439B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110397275A (en) * 2019-08-20 2019-11-01 山东智模工程技术有限公司 A kind of shear-wall strengthening part
CN112012484A (en) * 2020-07-31 2020-12-01 中国建筑第八工程局有限公司 Reinforcing device and reinforcing method for column template
CN112343332A (en) * 2020-10-24 2021-02-09 广东冠雄建设集团有限公司 Fastening system of concrete rectangular column template and construction method of concrete column

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101575912A (en) * 2009-06-11 2009-11-11 中建一局集团建设发展有限公司 Girder spliced type back arris and column template thereof
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN204552087U (en) * 2015-03-23 2015-08-12 中冶天工上海十三冶建设有限公司 A kind of steel column foot concrete blinding construction equipment
CN106121219A (en) * 2016-06-23 2016-11-16 中国建筑第二工程局有限公司 Stiff giant column screw-free aluminum alloy template system
CN109723214A (en) * 2017-10-27 2019-05-07 五冶集团上海有限公司 A kind of frame column tie support system
CN209891717U (en) * 2019-05-08 2020-01-03 深圳市鈤励科技有限公司 Adjustable steel wire rope truss device for reinforcing column formwork

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101575912A (en) * 2009-06-11 2009-11-11 中建一局集团建设发展有限公司 Girder spliced type back arris and column template thereof
CN104533079A (en) * 2015-01-17 2015-04-22 新八建设集团有限公司 Annular hoop for fixing concrete square column template with quick assembly-disassembly and without opposite pulling rod
CN204552087U (en) * 2015-03-23 2015-08-12 中冶天工上海十三冶建设有限公司 A kind of steel column foot concrete blinding construction equipment
CN106121219A (en) * 2016-06-23 2016-11-16 中国建筑第二工程局有限公司 Stiff giant column screw-free aluminum alloy template system
CN109723214A (en) * 2017-10-27 2019-05-07 五冶集团上海有限公司 A kind of frame column tie support system
CN209891717U (en) * 2019-05-08 2020-01-03 深圳市鈤励科技有限公司 Adjustable steel wire rope truss device for reinforcing column formwork

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110397275A (en) * 2019-08-20 2019-11-01 山东智模工程技术有限公司 A kind of shear-wall strengthening part
CN112012484A (en) * 2020-07-31 2020-12-01 中国建筑第八工程局有限公司 Reinforcing device and reinforcing method for column template
CN112012484B (en) * 2020-07-31 2022-05-20 中国建筑第八工程局有限公司 Column formwork reinforcing device and reinforcing method thereof
CN112343332A (en) * 2020-10-24 2021-02-09 广东冠雄建设集团有限公司 Fastening system of concrete rectangular column template and construction method of concrete column

Also Published As

Publication number Publication date
CN109944439B (en) 2024-03-05

Similar Documents

Publication Publication Date Title
CN109944439A (en) The adjustable steel cord girder device reinforced for column template
CN205531343U (en) Wall post external corner template reinforcing apparatus
CN205531311U (en) Shear force wall end template reinforcing apparatus
CN212452589U (en) Underground continuous wall guide wall template device for subway station
CN207063181U (en) A kind of diagonal brace of precast facade template and demoulding dual-purpose built-in fitting
CN205777482U (en) A kind of back cord formula aluminum alloy mould plate
CN209369051U (en) A kind of pre-embedded device in concrete
CN204626966U (en) A kind of deformation joint formwork erection device
CN209891717U (en) Adjustable steel wire rope truss device for reinforcing column formwork
CN107419897B (en) Reinforcing die for windowsill coping template
CN206599989U (en) The formwork erecting structure of shear wall
CN212984631U (en) Plate lowering hanging die
CN213062942U (en) Close rib roof beam mould shell fixing device for construction
CN209817441U (en) Aluminum alloy template pull rod fixing device
CN207647181U (en) A kind of wall hangs mould template reinforcing device
CN2711307Y (en) Active wall-thorugh crew-bolt device
CN209308417U (en) A kind of quick production and for building half prefabricated system automatically docked
CN209323958U (en) Dismountable aluminum alloy mould plate
CN202644998U (en) Wall concrete formwork fixing device
CN207727982U (en) A kind of building wall corner Constructional Col-umn Construction template
CN207362876U (en) Build aluminum alloy mould plate piping lane corner combined structure
KR200292761Y1 (en) The fixers of horizontal supporting bars to construct Al-forms for a wall
CN212053746U (en) Novel bathroom hangs mould device
CN206495493U (en) Aluminum alloy building template assembly
CN214785921U (en) Groove inflatable template

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant