CN107268995A - Cast template splices bridge plate and its application method - Google Patents
Cast template splices bridge plate and its application method Download PDFInfo
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- CN107268995A CN107268995A CN201710614052.1A CN201710614052A CN107268995A CN 107268995 A CN107268995 A CN 107268995A CN 201710614052 A CN201710614052 A CN 201710614052A CN 107268995 A CN107268995 A CN 107268995A
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- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000003780 insertion Methods 0.000 claims abstract description 3
- 230000037431 insertion Effects 0.000 claims abstract description 3
- 238000003860 storage Methods 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 7
- 238000009415 formwork Methods 0.000 abstract description 16
- 238000010276 construction Methods 0.000 abstract description 7
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 241000406668 Loxodonta cyclotis Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 201000001371 inclusion conjunctivitis Diseases 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 206010044325 trachoma Diseases 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention provides a kind of cast template splicing bridge plate and its application method, described bridge plate includes the rectangular plate-and-frame for the strip being encircled into by lath, some support columns are provided with the sheet frame, the two ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, axial taper hole is provided with the support column, the taper hole is the bolt jack hole of insertion, is provided with deep floor between two adjacent support columns, is provided with the deep floor and wears the connecting hole for connecing lock pin.The bridge plate of the present invention is clipped between two pieces of templates, coordinates lock pin, lock to be fixedly connected with two templates of bridge plate and its both sides with cushion block by the identical connecting hole of setting, easy for installation, simple and easy to apply；Bridge plate is first built in construction, template is connected in the both sides of bridge plate again after being fixed using through-wall bolt, the problem of through-wall bolt is difficult to contraposition is solved, greatly reduces the technical difficulty of formwork reinforcement.
Description
Technical field
The present invention relates to a kind of architectural engineering formwork for placing and its application method, specifically a kind of cast template is spelled
Connect bridge plate and its application method.
Background technology
Building template is necessary construction tool in casting concrete configuration process, mainly there is plank sheathing, steel template
And plastic formwork, wherein, plastic formwork is because its is lightweight, processing technology is simple, plasticity is strong, surface is easily handled, repeat
Using often the advantages of and be widely used.At present, pacified in architectural engineering concrete structure construction in through-wall bolt mode
The way for filling fixed plastics template is very universal, and split bolt is widely used in concrete column, wall, small-sized basic template and applied
In work, the relative position of two side templates is can effectively ensure that, simplifies shuttering supporting and uses manpower and material resources sparingly.
But, in actual application, in order to ensure effective device to hole, many bolt jack holes need to be reserved in template,
And each bolt jack hole need to be positioned according to strict designing and arranging plate, this undoubtedly considerably increases the production cost of template, even if such as
This, due to installation form during there is human error with can not avoiding, therefore still occur in work progress through walls
The problem of bolt is difficult to contraposition, increase the technical difficulty of formwork reinforcement, low construction efficiency.Reserved bolt is additionally, since to wear
Connect that hole is more, and use it is less, thus need in work progress to block the bolt jack hole largely taken less than, this
Not only need to consume substantial amounts of manpower and materials, and occur that tight, port lid does not loosen the problems such as dropping for capping unavoidably, so as to cause
Spillage, causes trachoma, influences construction quality；Even so, even if capping is tight, it can also be left in the surface of wall poured
Multiple port lid prints, very big inconvenience is brought to subsequent construction operation.
The content of the invention
It is an object of the invention to provide a kind of cast template splicing bridge plate and its application method, to solve existing building mould
The problem of through-wall bolt is difficult to device to hole and then increases formwork reinforcement technical difficulty in plate installation process.
What the present invention was realized in：
A kind of cast template splices bridge plate, includes the rectangular plate-and-frame for the strip being encircled into by lath, is set in the sheet frame
There are some support columns, the two ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, in the support column
In be provided with axial taper hole, the taper hole is the bolt jack hole of insertion, and ribs is provided between two adjacent support columns
Plate, is provided with the deep floor and wears the connecting hole for connecing lock pin.
Form removal hole is offered in the column side face of the support column, the form removal hole is communicated with the bolt jack hole.
The port lid storage tank extended out is provided with the portlet of the bolt jack hole, in the inner side of the port lid storage tank
It is relative on wall to offer two vertical guide grooves.
Some plate face muscle are being provided with where bolt jack hole portlet on the lateral surface of long lath, the plate face muscle is parallel
In the width of the long lath.
The bridge plate of the present invention is adjusted flexibly bolt jack hole position when realizing template assembly, during reducing formwork
Device to hole difficulty, solve the problem of through-wall bolt can not be aligned quick and precisely.The bridge plate of the present invention can meet different operating modes
Under any modular dimension template splicing demand so that the splicing mounting technique difficulty for solving non-standard modulus template is big and work
The problem of sequence is complicated.The bridge plate of the present invention is clipped between two pieces of templates, by the identical connecting hole of setting coordinate lock pin, lock and
Two templates of bridge plate and its both sides are fixedly connected by cushion block, easy for installation, simple and easy to apply.The global sections of batten of the present invention are used to
Property square it is big, bending strength is high, and lightweight, service life is long.
After bridge plate of the present invention, without prepared screw-bolt hole in the template used in template system, so as to greatly reduce
The setting of bolt hole, simplifies the operation for blocking useless bolt hole, can not only greatly improve efficiency of construction, and to pour
The surface of wall built is more attractive in appearance, it is ensured that the molding effect of concrete board wall.
Present invention also offers the application method that cast template splices bridge plate, comprise the following steps：First cast template is spelled
Connect bridge plate and big face die plate and be spliced into the first face cast template, then splice pair of bridge plate in the cast template of the first face cast template
Face sets the small of the bolt jack hole on the cast template splicing bridge plate of the second face cast template, two cast template splicing bridge plates
Port is relative, through-wall bolt is sequentially passed through into two relative bolt jack holes, and the two ends of through-wall bolt are separately fixed at
On each self-corresponding cast template splicing bridge plate, the portlet that cast template splices the bolt jack hole vacated on bridge plate is sealed
Lid is blocked one by one；Big face die plate is set respectively in the both sides of the cast template splicing bridge plate of the second face cast template again.
The inventive method is by using the bridge plate of strap bolt jack hole, bolt jack hole position when realizing template assembly
It is adjusted flexibly, reduces the device to hole difficulty during formwork, solve the problem of through-wall bolt can not be aligned quick and precisely；And this
Without prepared screw-bolt hole on invention big face die plate used, the closure work of useless bolt hole during formwork is greatly reduced,
And then formwork step is enormously simplify, formwork efficiency is improved, meanwhile, the cost of manufacture of big face die plate is also reduced, and subtract
The hole printing amount on the surface of wall for pouring shaping is lacked（Many holes print is left by traditional corresponding position of every piece of template
It is changed into only there are a small number of Kong Yin at the corresponding position of bridge plate）, the apparent mass of the wall poured is greatly improved, it is ensured that mixed
The molding effect of concrete board wall.
The bridge plate of the present invention（50mm）It is the plate being difficult to realize in current typified form as a unit of template
Type, it carries bolt hole, forms through-wall bolt strip, spiral shell through walls is completed in the case where not increasing connection amount using X50 pins
The flexible arrangement of bolt, can realize top, drawing, sizing, integration, and with convex compared with existing template bolt system
The flexible and efficient characteristic gone out；And in addition to vertically arranged, this bridge plate can also be used for the arrangement for wearing beam bolt of the higher beam of deck-molding
In, it is simple to operate and practical；This bridge plate can carry out form removal as the device of vertical or horizontal form removal, and form removal process is to mould
The loss of plate is very small；The inventive method and the bridge plate used in the present invention can be used in all typified forms.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention.
Fig. 2 is another angled arrangement schematic diagram of the present invention.
Fig. 3 is the sectional view of the present invention.
Fig. 4 is the attachment structure schematic diagram of big face die plate and bridge plate.
Fig. 5 is formwork system schematic diagram.
Fig. 6 is the structural representation for laterally setting bridge plate.
In figure：1st, bridge plate, 2, big face die plate, the 3, first lath, the 4, second lath, the 5, the 3rd lath, the 6, the 4th lath,
7th, support column, 8, bolt jack hole, 9, form removal hole, 10, port lid storage tank, 11, guide groove, 12, deep floor, 13, connecting hole,
14th, plate face muscle, 15, panel, 16, side frame, 17, main floor, 18, secondary floor, 19, reinforcement, 20, butt hole, 21, set through walls
Pipe, 22, through-wall bolt, 23, support member.
Embodiment
Embodiment 1：Cast template splices bridge plate.
As shown in Fig. 1 ~ Fig. 3, bridge plate of the invention includes the rectangular plate-and-frame for the strip being encircled into by lath, the two of sheet frame
The long lath that bar is parallel to each other is respectively the first lath 3 and the second lath 4, and two batten endses being parallel to each other of sheet frame are respectively
3rd lath 5 and the 4th lath 6.
Some support columns 7, length direction of each support column 7 along bar frame are provided between the first lath 3 and the second lath 4
Arrangement is in alignment, and the spacing between two support columns 7 of arbitrary neighborhood is equal, and the top surface of support column 7 is connected to first
On the lower face of lath 3, the bottom surface of support column 7 is connected on the upper face of the second lath 4.Support column 7 can be with rectangular plate-and-frame
Collective effect, increases overall cross sectional moment of inertia, strengthens overall bending strength, effectively reduces the thickness of each batten, mitigates bridge
The weight of plate.Offer the bolt jack hole 8 of taper respectively on each support column 7, the portlet of bolt jack hole 8 is opened to
On the plate body of first lath 3, the large port of bolt jack hole 8 is opened on the plate body of the second lath 4, and spiral shell through walls is connect to wear
Bolt.Set tapered one side to be easy to penetrating for through-wall bolt bolt jack hole 8, be on the other hand easy into when making bridge plate
It is stripped after type.
The port lid storage tank 10 extended out is formed with the portlet of bolt jack hole 8, to house port lid, port lid storage tank 10
Side wall be in inverted cone surface, it is relative on the madial wall of port lid storage tank 10 to offer two vertical guide grooves 11, with hole
The flange covered coordinates, and convex shoulder is provided with the madial wall of the bolt jack hole 8 of the lower section of port lid storage tank 10, to blocked hole
The flange covered, prevents it from coming off.When in the bolt jack hole 8 split bolt need not be worn, port lid need to be used to wear bolt
The upper port closure for connecing hole 8 is tight, it is to avoid spillage.Lateral direction penetrating bolt is offered on the side wall of each support column 7 wear connect
The form removal hole 9 in hole 8, its purposes is after end is poured, to coordinate form removal instrument by bridge plate and big face die plate from the wall poured
On pull down.
Between the 3rd lath 5 and support column 7 adjacent thereto, between the 4th lath 6 and support column 7 adjacent thereto with
And deep floor 12 is respectively equipped between two adjacent support columns 7, the upper edge of deep floor 12 is connected on the first lath 3,
The lower edge of deep floor 12 is connected on the second lath 4, each deep floor 12 at grade, and parallel to the frame mouthful of bar frame
Place plane.Connecting hole 13 is offered respectively on each deep floor 12, to realize bridge plate and other templates（Big face die plate）
Between effective connection, make the pin of lock（That is lock pin）It can pass through, and form spacing.Each connecting hole 13 is arranged in one directly
Spacing between line, two connecting holes 13 of arbitrary neighborhood is equal.
On the lateral surface of the first lath 3, the both sides of each portlet of bolt jack hole 8 are respectively equipped with plate face muscle 14, respectively
Plate face muscle 14 forms arranged in column rectangle each parallel to the width of the first lath 3 on the lateral surface for making the first lath 3
Lattice, to improve the intensity of the first lath 3 and the aesthetics of casting area.
Embodiment 2：Cast template splices the application method of bridge plate.
The cast template of the present invention splices the application method of bridge plate, comprises the following steps：
1st, the setting of first layer cast template：
Bridge plate 1 and some big face die plates 2 described in 1-1, some embodiments 1 of preparation, as shown in Fig. 4 ~ 5, big face die plate 2 is in square
The back side surrounding of shape panel 15 is provided with the side frame 16 perpendicular with the plate face of panel 15, and side frame 16 is plate body, in side
Some butt holes 20 being connected with bridge plate are provided with frame 16；Some main floors 17, each main rib are provided with the back side of panel 15
Plate 17 is crisscross, and the end of each main floor 17 is connected on the side frame 16 of respective side, and the back side of panel 15 is separated into
The rectangular area that some shapes are essentially identical, area is of substantially equal, is respectively arranged with what is be distributed in length and breadth in each rectangular area
Floor 18 several times, the end of each floor 18 is connected to the side of the main floor 17 of respective side, by above-mentioned each main floor 17
Back rib plate is referred to as with secondary floor 18, some reinforcements 19 are provided with the front of panel 15, reinforcement 19 is bar shape, and with
The position of the back rib plate at the back side of panel 15 is corresponded, in the positive crisscross formation fenestral fabric of panel 15, and the net
Each grid in grating texture is identical, equal in magnitude with the rectangular grid shape on bridge plate on the first lath lateral surface.Above-mentioned knot
Structure can strengthen the anti-bending bearing capacity of template, eliminate the epitome problem in Shooting Technique, improve the aesthetics of casting area.
1-2, first piece of bridge plate uprightly set, and big face die plate is set respectively in the both sides of first piece of bridge plate, by two
Big face die plate sets the both sides to same bridge plate, and the side frame of big face die plate and the side of bridge plate are along pairing, the panel of big face die plate
The lateral surface of first lath of front and bridge plate at grade, is formed on the cast plane of closing, big face die plate side frame
Butt hole and bridge plate on connecting hole it is relative one by one；Then lock pin is sequentially passed through into the docking on the big face die plate in bridge plate side
The butt hole on connecting hole and the big face die plate of bridge plate opposite side on hole, bridge plate, will with lock finally on the end set of lock pin
It is locked, so as to two big face die plate is fixed together with middle bridge plate, as shown in Figure 4.
1-3, second piece of bridge plate of the upright setting in outside in the big face die plate connected, are set in the outside of second piece of bridge plate
The big face die plate extended out, mode is fixedly connected with according in step 1-2, by second piece of bridge plate and the big face die plate positioned at its both sides
It is fixed together；So circulation, the erection until completing the first face cast template；
1-4, the second face cast template of opposite erection in the first face cast template set up, to surround casting space.Such as Fig. 5
It is shown, in first piece of bridge plate for being provided opposite to the second face cast template of first piece of bridge plate of the first face cast template, make two
The lateral surface of first lath of bridge plate is just right, and the portlet of the bolt jack hole on two bridge plates is relative one by one；In wall bushing
21 two ends are respectively mounted the composition backform structure of support member 23, and selection needs to penetrate the bolt jack hole of through-wall bolt 22, by two
The base of individual support member 23, which is respectively perpendicular, to be covered in the plate face of each self-corresponding bolt jack hole periphery, passes through wall bushing 21
The bolt jack hole on two bridge plates is connected with two support members 23, bolt is formed and wears connection road, then by through-wall bolt 22
Penetrate the bolt and wear connection road, then the two ends of through-wall bolt 22 are separately fixed at the back side of each self-corresponding bridge plate, so that will
Two bridge plates are fixed, to limit the distance between two pieces of bridge plates, it is ensured that the bonding strength of two pieces of bridge plates, it is to avoid mould is fried during cast and is showed
The generation of elephant.Port lid is covered at the portlet of bolt jack hole for not wearing through-wall bolt, is blocked tight, it is to avoid hole
Mouth spillage.
1-5, in the both sides of first piece of bridge plate of the second face cast template for securing through-wall bolt the second face is set respectively
The big face die plate of the big face die plate of cast template, the big face die plate of the second face cast template and the first face cast template is plate face phase
To setting, mode is fixedly connected with according in step a-2, by first piece of bridge plate of the second face cast template and the big face mould in its both sides
Plate is fixedly connected.
1-6, according to the setting in step a-4 and connected mode, on the opposite of second piece of bridge plate of the first face cast template
Second piece of bridge plate of the second face cast template, and fixed through-wall bolt are set, and the portlet of the bolt jack hole to vacating is entered
Row closure；In the outside of second piece of bridge plate of the second face cast template for securing through-wall bolt, the second face cast template is set
The big face die plate extended out, mode is fixedly connected with according in step a-2, by second piece of bridge plate of the second face cast template with being located at
The big face die plate of its both sides is fixed together；So circulation, the erection until completing the second face cast template, that is, complete the
The erection of one layer of cast template.
2nd, the setting of second layer cast template：
2-1, according to the set-up mode in step 1-2 and 1-3, the top of the first face cast template in first layer cast template
First face cast template of second layer cast template is set, and utilizes two big face mould above and below the cooperation of lock pin and lock, progress
Being fixedly connected for plate, that is, complete the erection of the first face cast template of second layer cast template.
2-2, according to the set-up mode in step 1-4 ~ 1-6, in pair of the first face cast template of second layer cast template
Face（The top of second face cast template of first layer cast template）Second face cast template of second layer cast template is set, and
Using the cooperation of lock pin and lock, two big face die plates are fixedly connected above and below progress, i.e. the of completion second layer cast template
The erection of two face cast templates.
So circulation, until the template erection height of setting, completes the erection of main body cast template.
3rd, according to design requirement, bridge plate is laterally set between two layers neighbouring of cast template, cast template is improved
The bulk strength of system, concrete operations are：
The top of the first face cast template in lower floor's cast template laterally sets the first horizontal bridge plate, the downside of bridge plate along with
Side frame pairing at the top of big face die plate, the big face die plate of upper strata cast template is then set in the top of the bridge plate, is made on this
The side frame of big face die plate bottom of layer cast template and the upside of bridge plate are along pairing, then using lock pin and snap fit
Being fixedly connected with mode, the big face die plate of both sides is fixed together by bridge plate and above and below bridge plate；In the second face cast template
The second horizontal bridge plate for laterally setting of top, the second horizontal bridge plate is relative with the plate face of the first transverse direction bridge plate, afterwards according to step
Rapid 1-4 is operated, that is, completes the horizontal lateral arrangement set with through-wall bolt of bridge plate, as shown in Figure 6.
4th, according to design requirement, in the setting position of main body cast template, three external angle formworks, three internal corner formworks are utilized
And/or the connection of negative and positive Angle formwork, complete the specific formwork for pouring body.
It should be noted that the bezel height all same for all templates being previously mentioned in the present invention, this is that template system is total to
The characteristics of having, in order to the connection between template and template.
Claims (5)
1. a kind of cast template splices bridge plate, it is characterized in that, include the rectangular plate-and-frame for the strip being encircled into by lath, described
Some support columns are provided with sheet frame, the two ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame,
Axial taper hole is provided with the support column, the taper hole is the bolt jack hole of insertion, is set between two adjacent support columns
Deep floor is equipped with, is provided with the deep floor and wears the connecting hole for connecing lock pin.
2. cast template according to claim 1 splices bridge plate, it is characterized in that, opened up in the column side face of the support column
There is form removal hole, the form removal hole is communicated with the bolt jack hole.
3. cast template according to claim 1 splices bridge plate, it is characterized in that, set in the portlet of the bolt jack hole
The port lid storage tank extended out is equipped with, it is relative on the madial wall of the port lid storage tank to offer two vertical guide grooves.
4. cast template according to claim 1 splices bridge plate, it is characterized in that, the long slab where bolt jack hole portlet
Some plate face muscle, width of the plate face muscle parallel to the long lath are provided with the lateral surface of bar.
5. the cast template described in claim 1 splices the application method of bridge plate, it is characterized in that, cast template is first spliced into bridge plate
The first face cast template is spliced into big face die plate, then splices being provided opposite to for bridge plate in the cast template of the first face cast template
The portlet phase of bolt jack hole on the cast template splicing bridge plate of second face cast template, two cast template splicing bridge plates
It is right, through-wall bolt is sequentially passed through into two relative bolt jack holes, and the two ends of through-wall bolt are separately fixed at it is each right
On the cast template splicing bridge plate answered, the portlet that cast template splices the bolt jack hole vacated on bridge plate is used into capping one by one
Closure；Big face die plate is set respectively in the both sides of the cast template splicing bridge plate of the second face cast template again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710614052.1A CN107268995A (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710614052.1A CN107268995A (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate and its application method |
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| Publication Number | Publication Date |
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| CN107268995A true CN107268995A (en) | 2017-10-20 |
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| CN201710614052.1A Pending CN107268995A (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate and its application method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339442A (en) * | 2018-12-05 | 2019-02-15 | 曹海峰 | Bridge plate with limit structure and method of using the same |
| CN109537890A (en) * | 2019-01-25 | 2019-03-29 | 河北润林新材料科技有限公司 | A kind of through-wall bolt locating system and building template construction method |
| CN109537882A (en) * | 2019-01-25 | 2019-03-29 | 河北润林新材料科技有限公司 | A kind of yin-yang angle constructive system based on universal plate and the yin-yang angle construction method based on universal plate |
| CN109537889A (en) * | 2019-01-25 | 2019-03-29 | 曹海峰 | A kind of linked system based on universal plate building |
| CN109555315A (en) * | 2019-01-25 | 2019-04-02 | 河北润林新材料科技有限公司 | A kind of the demoulding system and demoulding method of building template |
| CN109653489A (en) * | 2019-01-25 | 2019-04-19 | 曹海峰 | A kind of multi-use architecture universal plate |
| CN110700584A (en) * | 2019-10-25 | 2020-01-17 | 曹海峰 | A connection system between haunches and haunches for construction |
| CN113027119A (en) * | 2021-03-30 | 2021-06-25 | 杨元东 | Building template construction wall and |
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