CN104775613B - External corner reinforcing system for concrete pouring in building construction - Google Patents
External corner reinforcing system for concrete pouring in building construction Download PDFInfo
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- CN104775613B CN104775613B CN201510198951.9A CN201510198951A CN104775613B CN 104775613 B CN104775613 B CN 104775613B CN 201510198951 A CN201510198951 A CN 201510198951A CN 104775613 B CN104775613 B CN 104775613B
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Abstract
The invention relates to an external corner reinforcing system for concrete pouring in the building construction. The external corner reinforcing system comprises a corner template; at least one pair of plane templates are symmetrically arranged by taking the corner template as the center; all the plane templates are fixedly connected with the corner template through handles, so that a right angle is formed by every two adjacent plane templates; a plurality of external corner reinforcing pieces are arranged on all the plane templates by end face fixing disks and split bolts; each external corner reinforcing piece comprises a first square tube and a second square tube; one end of each first square tube is fixedly connected with one end of the corresponding second square tube, so that each external corner reinforcing piece forms a right-angled piece; the inner right-angled side of each external corner reinforcing piece is also abutted against two outer side faces of the corner template. The external corner reinforcing system disclosed by the invention is simple in structure and convenient for use; a corner template system formed by using the plane templates has the advantages of high generality and wide application range, can be simultaneously used for connection of an internal corner, an external corner and a roof plate structure as well as the construction of a beam bottom structure, and meets the demands of wall bodies with different heights.
Description
Technical field
The present invention relates to construction implement, more particularly to a kind of exterior angle reinforcing for concrete cast in construction
System.
Background technology
Building template is necessary construction tool in cast concrete building structures, and traditional building template mainly has wooden model
Plate and steel form.Plank sheathing needs to be attached fixation with iron nail etc. when mounted, and easily together with concrete conglutination, peace
Dress, dismounting are inconvenient, waste time and energy, low construction efficiency.In addition, plank sheathing is easily corroded by water soda acid, then during form removal it is fragile,
Recycling rate of waterused is not high, increases construction cost, and plank sheathing expends a large amount of timber, is unfavorable for environmental protection.Although steel form structure
Firm, reusable number of times is more, but weight is larger, is unfavorable for depositing, transport and installing, and the demoulding is difficult, so as to affect
Efficiency of construction.In addition steel form also easy-to-rust affects flatness, and secondly its cost is higher, increased construction cost.It is existing in addition
Plank sheathing or steel form specification are single, and size is less, it is impossible to suitable for various building structure, if increasing new building structure,
Need design to meet the newly-built building mould of size, the production cost of enterprise is virtually increased again.
The content of the invention
The applicant is for these shortcomings in above-mentioned existing production, there is provided a kind of for concrete cast in construction
Exterior angle hardened system, its high recycling rate and can meet various sizes, applied widely, storage, transport and installation side
Just, efficiency of construction is substantially increased.
The technical solution adopted in the present invention is as follows：
A kind of exterior angle hardened system for concrete cast in construction, including Angle formwork, at least a pair of planar
Template is arranged symmetrically centered on the Angle formwork, and each plane template is affixed with the Angle formwork by handle, makes adjacent each other
Two pieces of plane templates between form right angle；Also install multiple outer by end face fixed disk, split bolt on each plane template
Angle reinforcing member, the exterior angle reinforcing member includes two the first independent square tubes and the second square tube, one end of first square tube with
One end of second square tube is affixed, make the exterior angle reinforcing member form angled piece, the interior right-angle side of the exterior angle reinforcing member also with angle
Two lateral surface of template are abutted.
Its further technical scheme is：
First square tube is different from the length of the second square tube, and in first square tube and the second square tube multiple passing through is provided with
Through hole, first square tube and the second square tube are made by steel；The Angle formwork is made using hollow square steel, described
Multiple handle connecting holes are had on four lateral surface of Angle formwork；
The plane template includes panel and frame, and the frame is enclosed in the surrounding of the panel, on the panel
Multiple first double-walled reinforcements are arranged, is connected many walings along the periphery of the first double-walled reinforcement and is laterally strengthened
The end of muscle, the waling and cross reinforcing abuts with the inwall of the frame；
The frame includes interior frame and outer rim, and the interior frame and outer rim combine to form the second double-walled reinforcement,
In outer rim, the interior frame is enclosed and forms rectangle frame support body the interior frame arranged offset by four inner panels, the outside
Frame is enclosed by four outside plates and forms rectangle frame support body, and between the interior frame and four corners of outer rim corner connector is connected,
Multiple handle connecting holes for installing handle are also provided with each inner panel and outside plate；
Many first dowels are also connected with each other between a parallel inner panel and an outside plate；
The first double-walled reinforcement is made up of the external reinforcing ribs and interior reinforcement of two arranged concentrics, many second connections
One end of muscle is along the circumferential direction uniform and is connected with the inwall of the external reinforcing ribs, and the other end of second dowel is through simultaneously
Stretch out the interior reinforcement；
It is inclined-plane that second dowel stretches out the end face of interior reinforcement, and each inclined-plane is circumferentially formed thereon right for installing
The split bolt hole of bolt is drawn, the split bolt hole is infundibulate；
The waling, cross reinforcing are downward-sloping with the junction of the frame inwall and along level side
Low level reinforcement is formed to extension；The waling and cross reinforcing are staggered to form " ten " font；
The external reinforcing ribs are circle with interior reinforcement；
The frame, panel, the first double-walled reinforcement, waling and cross reinforcing adopt high-strength polypropylene
Composite is made.
Beneficial effects of the present invention are as follows：
Present configuration is simple, easy to use, by the way that polylith plane template is spliced so as to highly versatile, be suitable for
The wide advantage of scope, can simultaneously be used for interior angle and exterior angle and the connection of Roofing slab structure, the construction of beam bottom structure, Angle formwork
Required that different length can be cut into according to site operation, meet the body of wall demand of differing heights.Exterior angle reinforcing member is only by two
The first vertical square tube and the affixed formation angled piece of the second square tube, high with intensity, the good advantage of connection reliability is substantially increased
Consolidation effect to body of wall.Plane template is made using High-strength polypropylene composite material and integrated injection molding, lightweight, by force
Degree is high, durability degree is high, increases substantially the number of turnover, improves efficiency of construction, convenient construction and carrying.By on plane template
Handle connecting hole, split bolt hole are set and are suitable for various connections and fixed form, meet national building template job specfication
Related request, has the advantages that convenient to disassembly.The splicing of polylith plane template can will be realized using handle connecting hole, it is full
The wall construction of sufficient different size specification, the template of each dimensions is attached by adnexa, can constitute exterior wall, interior angle,
Various building structure such as exterior angle, beam, post, Roofing slab.The arrangement of the first double-walled reinforcement meets the support of end face fixed disk, reinforces
Convenient, the second double-walled reinforcement ensures that the arrangement of the structural strength at edge of the present invention, waling and cross reinforcing is improved
The intensity of planar structure of the present invention, recoverable of the present invention in addition, and the use of timber is reduced, environmental protection is reliable.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the present invention.
Fig. 2 is the front view of the present invention.
Fig. 3 is the dimensional structure diagram of midplane template of the present invention.
Fig. 4 is the dimensional structure diagram of the first embodiment of the invention.
Fig. 5 is the dimensional structure diagram of second embodiment of the invention.
Fig. 6 is the dimensional structure diagram of the third embodiment of the invention.
Fig. 7 is the dimensional structure diagram of the 4th kind of embodiment of the invention.
Fig. 8 is the dimensional structure diagram of the 5th kind of embodiment of the invention.
Wherein：1st, handle connecting hole；2nd, the first double-walled reinforcement；21st, external reinforcing ribs；22nd, interior reinforcement；23rd, inclined-plane；3、
Second double-walled reinforcement；4th, the first dowel；5th, split bolt hole；6th, the second dowel；7th, low level reinforcement；8th, it is longitudinally reinforced
Muscle；9th, cross reinforcing；10th, panel；11st, frame；111st, outside plate；112nd, inner panel；113rd, corner connector；114th, outer rim；115、
Interior frame；12nd, plane template；13rd, Angle formwork；14th, handle；15th, split bolt；16th, interior angle reinforcing member；161st, the first square tube；
162nd, the second square tube；17th, end face fixed disk；18th, exterior angle reinforcing member；19th, through hole；201st, the first lateral support member；202、
Second lateral support member；203rd, connector；21st, external reinforcing ribs；22nd, interior reinforcement；211st, skewed horizontal load component；212nd, bottom
Plate；23rd, inclined-plane；24th, embedding complementary modulus plate.
Specific embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the present invention is illustrated.
As shown in figure 1, a kind of exterior angle hardened system for concrete cast in construction includes Angle formwork 13, angle mould
Plate 13 is made using hollow square steel, and on 13 4 lateral surface of Angle formwork multiple handle connecting holes 1 are had.At least
A pair of planar template 12 is arranged symmetrically centered on Angle formwork 13, and each plane template 12 is affixed with Angle formwork 13 by handle 14,
Make to form right angle between adjacent each other two piece plane template 12.Also by end face fixed disk 17, right on each plane template 12
Draw bolt 15 that multiple exterior angle reinforcing members 18 are installed, exterior angle reinforcing member 18 includes two independent the first square tubes 161 and the second square tube
162, the first square tube 161 is different from the length of the second square tube 162, and in the first square tube 161 and the second square tube 162 multiple passing through is provided with
Through hole 19, the first square tube 161 and the second square tube 162 are made by steel.One end of first square tube 161 and the second square tube 162
One end is affixed, make exterior angle reinforcing member form angled piece.The interior right-angle side of the exterior angle reinforcing member 18 and two outsides of Angle formwork 13
Face abuts.
As shown in Figure 2 and Figure 3, plane template 12 includes panel 10 and frame 11, and frame 11 is enclosed in the surrounding of panel 10,
Multiple first double-walled reinforcements 2 are arranged on the faceplate 10, and along the periphery of the first double-walled reinforcement 2 many walings 8 are connected
And the end of cross reinforcing 9, waling 8 and cross reinforcing 9 abuts with the inwall of frame 11.Above-mentioned frame 11 is wrapped
Interior frame 115 and outer rim 114 are included, interior frame 115 and the combination of outer rim 114 form the second double-walled reinforcement 3, interior frame 115
In outer rim 114, interior frame 115 is enclosed and forms rectangle frame support body arranged offset by four inner panels 112, and outer rim 114 is by four
Root outside plate 111 encloses to form rectangle frame support body, and between interior frame 115 and four corners of outer rim 114 corner connector is connected
113, multiple handle connecting holes 1 for installing handle are also provided with each inner panel 112 and outside plate 111.At parallel one each other
Many first dowels 4 are also connected between inner panel 112 and an outside plate 111.As shown in Fig. 2 above-mentioned first double-walled reinforcement 2 by
The external reinforcing ribs 21 and interior reinforcement 22 of two arranged concentrics are constituted, and external reinforcing ribs 21 are circle with interior reinforcement 22.Many
One end of second dowel 6 is along the circumferential direction uniform and is connected with the inwall of external reinforcing ribs 21, and the other end of the second dowel 6 is passed through
Wear and stretch out interior reinforcement 22.As shown in Figure 2 and Figure 3, the end face that the second dowel 6 stretches out interior reinforcement 22 is inclined-plane 23, each oblique
Face 23 is circumferentially formed thereon the split bolt hole 5 for installing split bolt, and split bolt hole 5 is infundibulate.
As shown in figure 1, the junction of above-mentioned waling 8, cross reinforcing 9 and the inwall of frame 11 it is downward-sloping,
And horizontally extending formation low level reinforcement 7；Waling 8 and cross reinforcing 9 are staggered to form " ten " font.
Above-mentioned frame 11, panel 10, the first double-walled reinforcement 2, waling 8 and cross reinforcing 9 adopt high-strength polypropylene
Composite is made.
The specific work process of the present invention is as follows：
Embodiment 1：
As shown in fig. 6, dock polylith plane template 12 to form left side metope template and right-side wall face die plate first, it is each flat
The outside plate 111 of face die plate 12 is abutted each other, then Angle formwork 13 is inserted between two pieces of plane templates 12, and Angle formwork 13 is hollow
Square steel, multiple handle connecting holes 1 are provided with Angle formwork 13, the handle connecting hole 1 on Angle formwork 13 and each plane mould
The position of handle connecting hole 1 being provided with plate 12 is corresponding.Then respectively by the first square tube 161 and the second square tube 162 constitute it is outer
Angle reinforcing member 18 is arranged on left side metope template, the back side of right-side wall face die plate, by through hole 19, split bolt 15 and end face
Fixed disk 17 is fixed on the square tube 162 of each first square tube 161 and second in left side metope template and right-side wall face die plate, is fixing
Before, one end of the first square tube 161 is affixed by securing member with one end of the second square tube 162, makes the first square tube 161 and second party
The combination of pipe 162 forms angled piece, and exterior angle hardened system is formed after installing.As shown in figure 1, being existed using above-mentioned same method
Interior angle reinforcing member 16, interior angle reinforcing member 16 are installed on other two pieces left side metope templates adjacent each other, right-side wall face die plate
It is made up of rectangular steel tube, multiple through holes 19 for installing split bolt 15 is provided with interior angle reinforcing member 16, is abutted each other
Two interior angle reinforcing members 16 connection and vertical each other, then many split bolts are run through the split bolt hole of plane template 12
5 and fixed by end face fixed disk 17 after interior angle reinforcing member 16, so as to constitute interior angle hardened system.Then in interior angle
Concrete is poured into a mould between hardened system and exterior angle hardened system, end face fixed disk 17, outer is removed one by one again after concrete setting
Angle reinforcing member 18, interior angle reinforcing member 16, finally by rotary handle 14 connection between each plane template 12 is released, and unloads lower plane
Template 12, completes the cast of corner concrete walls by cutting away unnecessary split bolt.
Can also combine to form following examples using midplane template of the present invention：
Embodiment 2：
As shown in figure 4, passing through handle between each adjacent plane template 12（Not shown in figure）, handle connecting hole 1 realize it is solid
Connect, one end of handle has the flange matched with handle connecting hole 1, the other end of handle is usually handle, handle is carried
One end of flange is stretched into after handle connecting hole 1, by the i.e. achievable two pieces of adjacent plane templates 12 in the one end for rotating handle
Splicing, by the way that polylith plane template 12 is spliced into composition lateral surface metope template, then again by the polylith plane template of opposite side
12 splicing composition medial surface metope templates, due to each cross reinforcing 9, waling 8 it is equal with the junction of the inwall of frame 11
Downward-sloping and horizontally extending formation low level reinforcement 7, the handle that avoids of low level reinforcement 7 is spent because of reinforcement height
The situation that height is obstructed and cannot rotate occurs, so as to ensure that the effectively connection between each plane template 12.Then passing through will be right
Draw bolt（Not shown in figure）Through the split bolt hole 5 of the plane template 12 of two block gaps, and by end face fixed disk（In figure
It is not shown）Fixed, split bolt reinforces both sides plane template 12 by way of tensing, it is ensured that metope it is vertical and smooth, so
Afterwards concrete is poured into a mould between outer side wall face die plate and inside wall face die plate, handle, end face fixed disk is unloaded after concrete setting,
And external wall face die plate and inside wall face die plate are removed respectively, the split bolt that concrete wall is exposed after dismounting cuts away i.e.
Can.
Embodiment 3：
As shown in figure 5, when highly higher body of wall is related to, two pieces of plane templates 12 are docked first, each plane template
12 outside plate 111 is abutted each other, then Angle formwork 13 is inserted between two pieces of plane templates 12, and Angle formwork 13 is hollow square
Steel, are provided with multiple handle connecting holes 1 on Angle formwork 13, on the handle connecting hole 1 on Angle formwork 13 and each plane template 12
The position of handle connecting hole 1 being provided with is corresponding.In the insertion process of Angle formwork 13, two adjacent faces that have of Angle formwork 13 begin
It is eventually that side with two pieces of plane templates 12 is fitted each other.Then as shown in figure 4, being respectively protruding into plane mould by multiple handles 14
In the handle connecting hole 1 of plate 12 and Angle formwork 13, so as to form Angle formwork system, in actual mechanical process, Angle formwork 13 can
To require the change for carrying out length according to site operation, according to the requirement of metope height, plane template 12 can be stacked and met
Differing heights size, then carries out concrete cast, and concrete placement is identical with the work progress of above-described embodiment 1.
Embodiment 4：
As shown in fig. 7, each plane template 12 is consolidated by handle 14, handle connecting hole 1 according to the installation process of embodiment 2
Inside wall face die plate, external wall face die plate are constituted after fixed, it is solid by split bolt 15, split bolt hole 5 and end face fixed disk 17
It is fixed, wherein passing through split bolt respectively on the adjacent plane template 12 of polylith in outer side wall face die plate, inside wall face die plate
15th, end face fixed disk 17 fixes the first lateral support member 201, the second lateral support member 202, wherein the second cross-brace group
Part 202 is located at the lower section of the first lateral support member 201, and the length of the second lateral support member 202 is more than the first cross-brace
Component 201, the first lateral support member 201 and the second lateral support member 202 are rectangular steel tube and make, and laterally prop up first
The through hole 19 run through for split bolt 15 is provided with the lateral support member 202 of support component 201 and second, in the first cross-brace
Affixed connector 203 on component 201, is then hinged one end of skewed horizontal load component 211 with connector 203, by skewed horizontal load
The other end of component 211 is hinged with base plate 212, and base plate 212 is fixed on a horizontal ground, with this to external wall face die plate, interior
Side wall face die plate exerts a force respectively reinforcing, smooth so as to ensure the concrete wall surface poured into a mould.Then in outer side wall face die plate and inner side
Pour into a mould concrete between metope template, unload after concrete setting handle, end face fixed disk 17, the first lateral support member 201,
Second lateral support member 202, skewed horizontal load component 211, connector 203 and base plate 212, and external wall face die plate is removed respectively
And inside wall face die plate, the split bolt that concrete wall is exposed after dismounting cuts away.
Embodiment 5：
When the structure for body of wall edge reduced size adds man-hour, need to splice embedding complementary modulus plate 24 and plane template 12,
As shown in figure 8, the overall dimension of embedding complementary modulus plate 24 is less than plane template 12, as shown in Figure 8 by 3 blocks of embedding complementary modulus plates 24 from lower to upper
Plane template of the composition with new length by stacking gradually, and short transverse is constant, then it is provided with handle on each embedding complementary modulus plate 24
Connecting hole 1, realizes being connected for each embedding complementary modulus plate 24 and plane template 12, by profit by handle connecting hole 1 and handle 14
Meet the needs of different construction sites with embedding complementary modulus plate 24, improve convenience.
Above description is explanation of the invention, is not the restriction to inventing, and limited range of the present invention is referring to right
Require, in the case of the basic structure without prejudice to the present invention, the present invention can make any type of modification.
Claims (3)
1. it is a kind of in construction concrete cast exterior angle hardened system, it is characterised in that：Including Angle formwork（13）, extremely
Rare a pair of planar template（12）With the Angle formwork（13）Centered on be arranged symmetrically, each plane template（12）By handle and institute
State Angle formwork（13）It is affixed, make adjacent each other two piece plane template（12）Between form right angle；In each plane template（12）On
Also pass through end face fixed disk（17）, split bolt（15）Multiple exterior angle reinforcing members are installed（18）, the exterior angle reinforcing member（18）Bag
Include two the first independent square tubes（161）With the second square tube（162）, first square tube（161）One end and the second square tube
（162）One end it is affixed, make the exterior angle reinforcing member（18）Form angled piece, the exterior angle reinforcing member（18）Interior right-angle side also
With Angle formwork（13）Two lateral surface abut；
First square tube（161）With the second square tube（162）Length it is different, in first square tube（161）And second square tube
（162）On be provided with multiple through holes（19）, first square tube（161）And second square tube（162）Made by steel；The angle
Template（13）Made using hollow square steel, in the Angle formwork（13）Multiple handle connections are had on four lateral surface
Hole（1）；
The plane template（12）Including panel（10）And frame（11）, the frame（11）Enclose in the panel（10）Four
Week, it is characterised in that：In the panel（10）It is upper to arrange multiple first double-walled reinforcements（2）, along the first double-walled reinforcement
（2）Periphery connect many walings（8）And cross reinforcing（9）, the waling（8）And cross reinforcing
（9）End with the frame（11）Inwall abut；The first double-walled reinforcement（2）By the additional of two arranged concentrics
Strong muscle（21）And interior reinforcement（22）Composition, many second dowels（6）One end it is along the circumferential direction uniform and additional with described
Strong muscle（21）Inwall connection, second dowel（6）The other end run through and stretch out the interior reinforcement（22）；
The frame（11）Including interior frame（115）And outer rim（114）, the interior frame（115）And outer rim（114）Combination
Form the second double-walled reinforcement（3）, the interior frame（115）Arranged offset is in outer rim（114）It is interior, the interior frame（115）
By four inner panels（112）Enclose to form rectangle frame support body, the outer rim（114）By four outside plates（111）Enclose to form rectangle
Frame body, in the interior frame（115）And outer rim（114）Four corners between connect corner connector（113）, in each inner panel
（112）And outside plate（111）On be also provided with multiple handle connecting holes for installing handle（1）；In a parallel inner panel each other
（112）With an outside plate（111）Between be also connected with many first dowels（4）；Second dowel（6）Stretch out interior reinforcement
（22）End face be inclined-plane（23）, each inclined-plane（23）It is circumferentially formed thereon the split bolt hole for installing split bolt（5）,
The split bolt hole（5）For infundibulate；The waling（8）, cross reinforcing（9）With the frame（11）Inwall
Junction it is downward-sloping and it is horizontally extending formation low level reinforcement（7）；The waling（8）And laterally add
Strong muscle（9）It is staggered to form " ten " font.
2. a kind of exterior angle hardened system for concrete cast in construction as claimed in claim 1, it is characterised in that：
The external reinforcing ribs（21）With interior reinforcement（22）It is circle.
3. a kind of exterior angle hardened system for concrete cast in construction as claimed in claim 1, it is characterised in that：
The frame（11）, panel（10）, the first double-walled reinforcement（2）, waling（8）And cross reinforcing（9）Using height
Strength polypropylene composite is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510198951.9A CN104775613B (en) | 2015-04-24 | 2015-04-24 | External corner reinforcing system for concrete pouring in building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510198951.9A CN104775613B (en) | 2015-04-24 | 2015-04-24 | External corner reinforcing system for concrete pouring in building construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104775613A CN104775613A (en) | 2015-07-15 |
| CN104775613B true CN104775613B (en) | 2017-05-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510198951.9A Expired - Fee Related CN104775613B (en) | 2015-04-24 | 2015-04-24 | External corner reinforcing system for concrete pouring in building construction |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245912B (en) * | 2016-07-28 | 2019-02-12 | 张峰 | The fixed standard harness in the angle of concrete blinding |
| CN106193599A (en) * | 2016-08-31 | 2016-12-07 | 河南省第二建设集团有限公司 | A kind of structure of building template piece corner brace correction |
| 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 |
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| KR200394606Y1 (en) * | 2005-06-15 | 2005-09-02 | 내쇼날푸라스틱주식회사 | Plastic plate for conerete mold which is combined the strength and light gauge |
| CN103243903A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped building template and concrete pouring device assembled by same |
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| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 中国人民武装警察部队水电第九支队 | Fast installation formwork and connection structure |
| CN104234421A (en) * | 2014-09-11 | 2014-12-24 | 张红亮 | Adapter coupling piece dedicated for internal and external corner molds and internal and external corner mold structures |
| CN204691230U (en) * | 2015-04-24 | 2015-10-07 | 江苏程禾高科模板有限责任公司 | A kind of exterior angle hardened system for pouring concrete in building operations |
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- 2015-04-24 CN CN201510198951.9A patent/CN104775613B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200394606Y1 (en) * | 2005-06-15 | 2005-09-02 | 내쇼날푸라스틱주식회사 | Plastic plate for conerete mold which is combined the strength and light gauge |
| CN103912119A (en) * | 2013-01-05 | 2014-07-09 | 青岛两仪环保工程有限公司 | Novel aluminum alloy template enclosed reinforcing device |
| CN103243903A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped building template and concrete pouring device assembled by same |
| CN103758338A (en) * | 2014-01-26 | 2014-04-30 | 湖南鑫隆模塑科技开发有限公司 | Building template system |
| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 中国人民武装警察部队水电第九支队 | Fast installation formwork and connection structure |
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| CN204691230U (en) * | 2015-04-24 | 2015-10-07 | 江苏程禾高科模板有限责任公司 | A kind of exterior angle hardened system for pouring concrete in building operations |
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|---|---|
| CN104775613A (en) | 2015-07-15 |
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