CN206942138U - Cast template splices bridge plate - Google Patents
Cast template splices bridge plate Download PDFInfo
- Publication number
- CN206942138U CN206942138U CN201720908195.9U CN201720908195U CN206942138U CN 206942138 U CN206942138 U CN 206942138U CN 201720908195 U CN201720908195 U CN 201720908195U CN 206942138 U CN206942138 U CN 206942138U
- Authority
- CN
- China
- Prior art keywords
- plate
- bridge plate
- hole
- bolt
- bridge
- 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.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a kind of cast template splicing bridge plate, its structure includes the rectangular plate-and-frame for the strip being encircled into by lath, some support columns are provided with the sheet frame, the both 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.Bridge plate of the present utility model 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；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, solves the problems, such as that through-wall bolt is difficult to contraposition, greatly reduces the technical difficulty of formwork reinforcement.
Description
Technical field
A kind of architectural engineering formwork for placing is the utility model is related to, specifically a kind of cast template splicing bridge plate.
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 in light weight, processing technology is simple, plasticity is strong, surface is easily handled, repeats
Using often the advantages that and be widely used.At present, pacified in architectural engineering concrete structure construction in a manner of through-wall bolt
The way of dress 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 position 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
Bolt is difficult to the problem of contraposition, increases the technical difficulty of formwork reinforcement, low construction efficiency.Reserved bolt is additionally, since to wear
Connect that hole is more, and use less, thus need to block the bolt jack hole largely taken less than in work progress, this
Not only need to consume substantial amounts of manpower and materials, and the problems such as capping is not tight, port lid loosening is dropped occurs unavoidably, so as to cause
Spillage, trachoma is caused, influence construction quality；Even so, even if capping is tight, can also be left in the surface of wall poured
Multiple port lid prints, very big inconvenience is brought to subsequent construction operation.
Utility model content
The purpose of this utility model is just to provide a kind of cast template splicing bridge plate, to solve existing building model sheetinstallat mistake
The problem of through-wall bolt is difficult to device to hole and then increases formwork reinforcement technical difficulty in journey.
What the purpose of this utility model 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, in the sheet frame
Some support columns are provided with, the both ends of the support column are connected in the plate face of two long laths of rectangular plate-and-frame, in the branch
Axial taper hole is provided with dagger, the taper hole is the bolt jack hole of insertion, is provided with and adds between two adjacent support columns
Strong floor, it 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 communicates 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.
During construction, cast template is first spliced by bridge plate according to the drawing planned and is spliced into the cast of the first face with big face die plate
Template, then the cast template for being provided opposite to the second face cast template of the cast template splicing bridge plate in the first face cast template are spelled
Connect bridge plate, the portlet of the bolt jack hole on two bridge plates is relative, and through-wall bolt is sequentially passed through into two relative bolts and worn
Hole is connect, and the both ends of through-wall bolt are separately fixed on each self-corresponding bridge plate, by the bolt jack hole vacated on bridge plate
Portlet is blocked one by one with capping；Big face mould is set respectively in the both sides of the cast template splicing bridge plate of the second face cast template again
Plate, by the butt hole and the connecting hole face of bridge plate on big face die plate side frame, lock pin is penetrated, cushion block is penetrated in the end of lock pin
Tightened afterwards using lock.
Bolt jack hole position is adjusted flexibly when bridge plate of the present utility model realizes template assembly, reduces formwork mistake
Device to hole difficulty in journey, solve the problems, such as that through-wall bolt can not be aligned quick and precisely.Bridge plate of the present utility model can meet
The template splicing demand of any modular dimension under different operating modes, so as to solve the splicing mounting technique of non-standard modulus template hardly possible
The problem of spending big and complex procedures.Bridge plate of the present utility model is clipped between two pieces of templates, is matched somebody with somebody by the identical connecting hole of setting
Two templates of bridge plate and its both sides are fixedly connected by conjunction lock pin, lock with cushion block, easy for installation, simple and easy.This practicality is new
The global sections the moment of inertia of type batten is big, and bending strength is high, in light weight, service life length.
After bridge plate of the present utility model, without prepared screw-bolt hole in the template used in template system, so as to big
The big setting quantity for reducing bolt hole, simplifies the operation for blocking useless bolt hole, can not only greatly improve efficiency of construction,
And the apparent mass of the wall poured is greatly improved, ensure the molding effect of concrete board wall.
Bridge plate of the present utility model（50mm）As a unit of template, it is difficult to realize in current typified form
Template, it carries bolt hole, forms through-wall bolt strip, is completed using X50 pins in the case where not increasing connection amount through walls
The flexible arrangement of bolt, top, drawing, sizing, integration can be realized, and had compared with existing template bolt system
The flexible and efficient characteristic of protrusion；And in addition to vertically arranged, this bridge plate can also be used for the cloth for wearing beam bolt of the higher beam of deck-molding
It is simple to operate and practical in putting；This bridge plate can carry out form removal, form removal process pair as the device of vertical or horizontal form removal
The loss of template is very small；Bridge plate used in the utility model can be used in all typified forms.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is another angled arrangement schematic diagram of the present utility model.
Fig. 3 is sectional view of the present utility model.
Fig. 4 is the attachment structure schematic diagram of big face die plate and bridge plate.
Fig. 5 is formwork system schematic diagram.
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
As shown in Fig. 1 ~ Fig. 3, bridge plate of the present utility model includes the rectangular plate-and-frame for the strip being encircled into by lath, sheet frame
Two long laths being parallel to each other be respectively the first lath 3 and the second lath 4, two batten endses being parallel to each other point of sheet frame
Wei not the 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
Arrange in alignment, 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, increase overall cross sectional moment of inertia, strengthen overall bending strength, effectively reduce the thickness of each batten, mitigate 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 opens 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, bolt need to be worn using port lid
It is tight to connect the upper port closure in hole 8, avoids spillage.Lateral direction penetrating bolt is offered in the side wall of each support column 7 wear connect
The form removal hole 9 in hole 8, its purposes are after end is poured, and 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 mouth 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）Can be by, and formed spacing.Each connecting hole 13 is arranged in one directly
Line, the spacing between two connecting holes 13 of arbitrary neighborhood are 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 makes to form arranged in column rectangle on the lateral surface of the first lath 3 each parallel to the width of the first lath 3
Lattice, to improve the aesthetics of the intensity of the first lath 3 and casting area.
The application method of cast template splicing bridge plate of the present utility model, comprises the following steps：
1-1, prepare some bridge plates 1 as described above and some big face die plates 2, as shown in Fig. 4 ~ 5, big face die plate 2 be
The back side surrounding of rectangular 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 master are provided with the back side of panel 15
Floor 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, it is respectively arranged with each rectangular area and is distributed in length and breadth
Floor 18 several times, the end of each secondary floor 18 is connected to the side of the main floor 17 of respective side, by above-mentioned each main floor
17 are referred to as back rib plate with time floor 18, and some reinforcements 19 are provided with the front of panel 15, and reinforcement 19 is bar shape, and
Corresponded with the position of the back rib plate at the back side of panel 15, in the positive crisscross formation fenestral fabric of panel 15, and should
Each grid in fenestral fabric and the rectangular grid shape on bridge plate on the first lath lateral surface are identical, equal in magnitude.It is above-mentioned
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, the side frame of big face die plate and the side of bridge plate along pairing, the panel of big face die plate
The lateral surface of front and the first lath of bridge plate at grade, forms the cast plane of closing, on 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 set of the end of lock pin
It is locked, so as to which two big face die plate and the bridge plate of centre are fixed together, as shown in Figure 4.
1-3, in the outside of the big face die plate connected second piece of bridge plate is uprightly set, 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 first face cast template set up opposite set up the second face cast template, to surround casting space.
As shown in figure 5, first piece of bridge plate for being provided opposite to the second face cast template of first piece of bridge plate in the first face cast template, makes
The lateral surface face of first lath of two bridge plates, the portlet of the bolt jack hole on two bridge plates are relative one by one；Through walls
The both ends of sleeve pipe 21 install support member 23 and form backform structure respectively, and selection needs to penetrate the bolt jack hole of through-wall bolt 22,
The base of two support members 23 is respectively perpendicular and covered in the plate face of each self-corresponding bolt jack hole periphery, passes through set through walls
Pipe 21 connects the bolt jack hole on two bridge plates with two support members 23, forms bolt and wears connection road, then by spiral shell through walls
Bolt 22 penetrates the bolt and wears connection road, then the both ends of through-wall bolt 22 are separately fixed to the back side of each self-corresponding bridge plate, from
And fix two bridge plates, with the distance between two pieces of bridge plates of limitation, ensure the bonding strength of two pieces of bridge plates, avoid frying during cast
The generation of mould phenomenon.Port lid is covered at the portlet of bolt jack hole for not wearing through-wall bolt, is blocked tightly, kept away
Exempt from aperture 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 one
The erection of layer cast template.
It should be noted that the bezel height all same for all templates being previously mentioned in the utility model, this is template body
The characteristics of system is shared, in order to the connection between template and template.
Claims (4)
1. a kind of cast template splices bridge plate, it is characterized in that, include the rectangular plate-and-frame of the strip being encircled into by lath, described
Some support columns are provided with sheet frame, the both 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 communicates 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720908195.9U CN206942138U (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720908195.9U CN206942138U (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206942138U true CN206942138U (en) | 2018-01-30 |
Family
ID=61371473
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720908195.9U Expired - Fee Related CN206942138U (en) | 2017-07-25 | 2017-07-25 | Cast template splices bridge plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206942138U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268995A (en) * | 2017-07-25 | 2017-10-20 | 河北润林新材料科技有限公司 | Cast template splices bridge plate and its application method |
| CN109594770A (en) * | 2019-01-25 | 2019-04-09 | 河北润林新材料科技有限公司 | A kind of bridge cylinder and bridge cylinder linked system |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
-
2017
- 2017-07-25 CN CN201720908195.9U patent/CN206942138U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268995A (en) * | 2017-07-25 | 2017-10-20 | 河北润林新材料科技有限公司 | Cast template splices bridge plate and its application method |
| CN109594770A (en) * | 2019-01-25 | 2019-04-09 | 河北润林新材料科技有限公司 | A kind of bridge cylinder and bridge cylinder linked system |
| CN110056187A (en) * | 2019-05-27 | 2019-07-26 | 中建四局第四建筑工程有限公司 | A kind of steel gang form sets up structure |
| CN110056187B (en) * | 2019-05-27 | 2024-05-24 | 中建四局建设发展有限公司 | Building structure of steel combined template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107268995A (en) | Cast template splices bridge plate and its application method | |
| CN206707124U (en) | Prefabricated assembling type reinforced concrete component with joint of steel structure | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN105908965A (en) | Assembly type concrete wall board, assembly type building and assembly method | |
| CN211736345U (en) | Basement outer wall unilateral template strutting arrangement | |
| CN109853944A (en) | Building frame structure square column circumference button formwork and its construction method | |
| CN107514138A (en) | Fast assembling-disassembling building template system and its construction method | |
| CN108943343A (en) | A kind of sleeve shear wall particular manufacturing craft and its application method | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN103643798A (en) | Pouring device used for constructional column top and large- section beam column closed opening | |
| CN109869153A (en) | The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method | |
| CN107558483A (en) | A kind of building foundation and its construction method for installing wallboard | |
| CN206448272U (en) | Roadbed side slope arched framework one-time-shaped mould | |
| CN109252879A (en) | A kind of vcehicular tunnel gutter liner tool-typed formwork and construction method | |
| CN209686866U (en) | A kind of building frame structure square column circumference button formwork | |
| CN2934421Y (en) | Wall made of concrete hollow panel | |
| CN107700531B (en) | A kind of erection method of chamfering set shaped steel formwork | |
| CN206840385U (en) | A kind of prefab-form splicing frock of large volume tongue and groove box culvert | |
| CN105239770B (en) | Integrated casting steel framework plastic building template system | |
| CN216109252U (en) | Assembled coincide floor convenient to installation | |
| CN107237497B (en) | The erection method of concrete cast template | |
| CN210316532U (en) | Shear wall template | |
| CN210947661U (en) | Installation device of socket type overhanging scaffold | |
| CN203213595U (en) | Cast-in-place concrete fence plate supporting die structure | |
| CN211286657U (en) | Corner supporting structure of shear wall template and floor template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180130 Termination date: 20200725 |