CN208803615U - A kind of hollow mould - Google Patents
A kind of hollow mould Download PDFInfo
- Publication number
- CN208803615U CN208803615U CN201821160704.5U CN201821160704U CN208803615U CN 208803615 U CN208803615 U CN 208803615U CN 201821160704 U CN201821160704 U CN 201821160704U CN 208803615 U CN208803615 U CN 208803615U
- Authority
- CN
- China
- Prior art keywords
- formwork
- hollow mould
- side wall
- cavity
- size
- 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.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of hollow mould, including bottom on formwork further include the peripheral sidewalls connecting with upper bottom, and formwork cavity is constituted between upper bottom and side wall, and formwork cavity is the formwork cavity of adjustable section.This formwork is formed by connecting by two pieces or more of module activities, achieve the purpose that change formwork size by changing module size, finally can be suitably used in the construction of close rib building roof plate of different designs intensity, have the advantages that using flexible, conveniently, it is at low cost, can multiple Reusability.
Description
Technical field
The utility model relates to architecture construction technical fields, more particularly, to close rib building roof construction formwork used.
Background technique
The close rib building roof being made of thin plate and small-pitch girt strip, saving material wide with its use scope, construction are fast
Speed reduces many advantages, such as structural weight per square meter, is widely used in large span, big load, the multilayer of large space and high-rise
In construction.
In the prior art, the method for paving of formwork has full laid process and two kinds of laid process in close rib building roof system, wherein completely spreading
Method, which refers to, is first paved with one layer of bamboo slab rubber on entire full hall scaffold, then the fixed close rib formwork of unwrapping wire installation on bamboo slab rubber.Its
Feature is to remove full hall support frame after concrete strength reaches demoulding requirement, then will completely spread form removable,
Finally whole formwork is removed, the construction period is long.Laid process refers to that Xian Mantang sets up scaffold;Wooden flute is laid with using item paving mode
With girt strip template;It is laid with combined type between girt strip and decouples formwork;Bind girt strip reinforcing bar and roof steel bar;Casting concrete.Feature exists
In wooden flute and girt strip template that laid process is laid with, template and amount of reinforcement can be saved, combined type partition formwork can remove formwork
Time advance accelerates formwork turnover, and shortens the construction period.
Either expire laid process or laid process, uses mould casing component waffle beam in close rib building roof construction, formwork form is more
It is also hollow that kind multiplicity, which can be solid,;It can be metal formwork, can also be plastic form;It can be monoblock type formwork, can also be to add
Fast turnaround speed and the sectional type formwork designed.But the formwork of which kind of either above-mentioned form, structure size size are
It is fixed, even made of metal material, reused formwork, it can only also meet single size requirement, Wu Fashi
The architecture construction different for formwork size.
Summary of the invention
The purpose of the utility model is to overcome disadvantages existing in the prior art, provide a kind of hollow mould, the formwork
At least one direction dimension adjustable, to adapt to the requirement of different spans floor strength design, the technical solution adopted is that: it is a kind of
Bottom on hollow mould, including formwork further includes the peripheral sidewalls connecting with upper bottom, and it is empty that formwork is constituted between the upper bottom and side wall
Chamber, it is characterised in that: the formwork cavity is the formwork cavity of adjustable section.
For the needs connecting with template, peripheral sidewalls described in this formwork extend outward into the pedestal connecting with construction formwork.
For the needs for adapting to different spans floor plan intensity, the length and/or width of formwork side wall are adjustable, i.e. formwork
One direction of side wall or both direction size adjustable.
For adapt to different spans floor plan intensity needs, this formwork it is height-adjustable.
For the purpose for realizing size change, this formwork module composition as made of being detachably connected with.
The mode that formwork size changes are as follows: the module is bolted into complete formwork, or is connected by buckle
It is connected into complete formwork or the module and complete formwork is connected by slot.
In view of the needs of formwork actual use, the module junction matched is towards formwork cavity direction.
In view of fireproof needs in the convenience of processing and construction, the formwork is made of metal plate molding.
For the purpose for increasing form strength, reinforcing rib is machined on bottom/or peripheral side wall on the formwork.
The utility model has the beneficial effects that: this formwork is formed by connecting by two pieces or more of module activities, by changing
Become module size to achieve the purpose that change formwork size, finally can be suitably used for the construction of the close rib building roof plate of different designs intensity
On, have the advantages that using flexible, conveniently, it is at low cost, can multiple Reusability.
Detailed description of the invention
Attached Fig. 1 and 2 is 1 structural schematic diagram of the utility model embodiment, is detachably connected between upper bottom 1 and side wall 2, attached
Formwork in Fig. 1 and attached drawing 2 uses different upper bottoms, and by replacing with bottom 1, the height of entirety formwork can be changed.
Attached drawing 3 and 4 is 2 structural schematic diagram of the utility model embodiment, and attached drawing 4 is the top view of attached drawing 3, upper bottom 1, side wall
To be detachably connected between 2 and link block 4, by replacing with bottom 1 and link block 4, change one direction of formwork side wall
Size.
Attached Figures 5 and 6 are 3 structural schematic diagrams of the utility model embodiment, and attached drawing 6 is the top view of attached drawing 5, entire formwork by
Three parts are constituted, and including two halfbody formula modules that upper bottom 1 and 2 integral type of side wall are produced, and are located in two halfbody formula modules
Between link block 4, by replace link block 4, to adjust the size in one direction of formwork side wall.
Attached drawing 7 and attached drawing 8 are 4 structural schematic diagrams of the utility model embodiment, and attached drawing 8 is the top view of attached drawing 7, entire mould
Shell is formed by connecting by upper bottom 1, side wall module and link block, by replacing link block 4, can change simultaneously formwork side wall two
The size in direction.
Attached drawing 9 and attached drawing 10 are 5 structural schematic diagrams of the utility model embodiment, and by the replacement at upper bottom 1, formwork can be changed
Whole height;By the replacement of link block 4, the size in one or two directions of formwork side wall can be changed.
Attached drawing 11 is 6 example of embodiment that reinforcing rib is increased in the utility model.
Number in attached drawing are as follows: 1 is upper bottom, and 2 be peripheral sidewalls, and 3 be formwork cavity, and 4 be link block, and 5 be inserted sheet, 6
It is slot, 7 be reinforcing rib.
Specific embodiment
With reference to the accompanying drawing, specific embodiment of the present utility model is illustrated.The utility model discloses one kind
Hollow mould, the hollow mould include the upper bottom 1 of formwork, further include the peripheral sidewalls 2 connecting with upper bottom 1, and peripheral sidewalls 2 are outside
Extend into the pedestal connecting with template.Formwork cavity 3 is constituted between upper bottom 1 and peripheral sidewalls 2.It is required to adapt to varying strength
The multiple Reusability of building, this formwork cavity be adjustable section formwork cavity, i.e., the height of formwork, the length of side wall and
At least one size is adjustable in three parameters of width.
To achieve the purpose that size is adjusted, this formwork module composition as made of being detachably connected with, it is contemplated that the side of connection
Just, the connection between module can be used be bolted or slot connection;In view of the use environment of formwork is (between adjacent formwork
Concrete perfusion is needed, to form close rib building roof plate), the module junction that formwork matches is towards formwork cavity direction.
In view of the convenience of batch machining, formwork is made of metal plate molding.
Embodiment 1: this formwork is made of two modules, the upper bed die block comprising upper bottom 1 and the side comprising entire peripheral sidewalls 2
Modular walls shell removably links into an integrated entity, and replaces with bed die block, that is, uses the upper bed die block of different height, it is whole that formwork can be changed
The height of body.The close rib building roof plate processed using the formwork of different height, bearing capacity size are significantly different.
Embodiment 2: this formwork includes a upper bed die block, further includes left and right sides modular walls, is between the modular walls of two sides
Link block, two link blocks are between the modular walls of two sides.In use, link block is chosen, by link block two sides point
Other grafting side wall module, the upper bed die block for finally matching size are mounted on side wall module, in link block, formed one it is complete
Whole formwork.
Embodiment 3: the present embodiment difference from Example 2 is that this formwork is adopted without individually upper bed die block
With three pieces from upper bottom to the module of lower perforation.Change the size of intermediate link block, it can be achieved that formwork base length or width
Spend the change of direction size.
Embodiment 4: this formwork includes the upper bed die block being flexibly connected, and further includes the side wall mould being connected to below bed die block
Block and link block, in conjunction with attached drawing 8 as it can be seen that this formwork can realize pedestal both direction (length direction and width direction) size
Adjustment.
Embodiment 5: the present embodiment and above-described embodiment 4 the difference is that, it is different that this formwork should use height
The change of module height, base length and width can be achieved at the same time by the adjustment of upper bottom module height in upper bed die block.
In above-mentioned each embodiment, when being related to the flexible connection between disparate modules, it can be used and be bolted, snap connection
Or slot connection.It is bolted the connecting plate including being located in module, is provided with bolt hole, the bolt of adjacent block on connecting plate
Connection bolt is penetrated wherein, and screw to after just, achievees the purpose that fastening by hole.Different modules also can be used in connection
Slot connection shown in figure, slot connection include inserted sheet, and the slot with inserted sheet cooperation, and the inserted sheet of adjacent block is inserted into
In the slot of another module, the purpose of two modules connection is realized.
This formwork altitude range is 200mm-1200mm, and pedestal single side size range is 400mm-1500mm.
This formwork can be used metal plate die casting and be made, or other materials (such as plastics) can also be used and be made, it is contemplated that
Fireproof needs (fire source is mainly derived from the electrogas welding etc. in construction), preferred metal plate in engineering construction.To increase metal plate
Perhaps the self-strength of the formwork made of other materials can integrated die-casting goes out reinforcing rib on bottom or peripheral side wall on it
Structure is shown in attached drawing 11.
Certainly, above description is not limitation of the utility model, and the utility model is also not limited to the example above, this skill
The variations, modifications, additions or substitutions that the those of ordinary skill in art field is made in the essential scope of the utility model, also belong to
In the protection scope of the utility model.
Claims (10)
1. a kind of hollow mould, including bottom on formwork further include the peripheral sidewalls connecting with upper bottom, between the upper bottom and side wall
Constitute formwork cavity, it is characterised in that: the formwork cavity is the formwork cavity of adjustable section.
2. hollow mould described in accordance with the claim 1, it is characterised in that: the peripheral sidewalls extend outward into and construction formwork
The pedestal of connection.
3. hollow mould according to claim 2, it is characterised in that: the length or width of the side wall are adjustable.
4. hollow mould described in accordance with the claim 3, it is characterised in that: the length and width dimension adjustable of the side wall.
5. hollow mould according to claim 2, it is characterised in that: the formwork it is height-adjustable.
6. according to hollow mould described in claim 3 or 5, it is characterised in that: formwork mould as made of being detachably connected with
Block is constituted.
7. hollow mould according to claim 6, it is characterised in that: the module is bolted, is buckled or slot
Connect into complete formwork.
8. hollow mould according to claim 6, it is characterised in that: the module junction matched is towards formwork cavity side
To.
9. hollow mould described in accordance with the claim 1, it is characterised in that: the formwork is made by metal plate molding.
10. hollow mould described in accordance with the claim 1, it is characterised in that: be machined on bottom/or peripheral side wall on the formwork
Reinforcing rib.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821160704.5U CN208803615U (en) | 2018-07-20 | 2018-07-20 | A kind of hollow mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821160704.5U CN208803615U (en) | 2018-07-20 | 2018-07-20 | A kind of hollow mould |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208803615U true CN208803615U (en) | 2019-04-30 |
Family
ID=66230887
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821160704.5U Active CN208803615U (en) | 2018-07-20 | 2018-07-20 | A kind of hollow mould |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208803615U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117846283A (en) * | 2024-03-04 | 2024-04-09 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
-
2018
- 2018-07-20 CN CN201821160704.5U patent/CN208803615U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117846283A (en) * | 2024-03-04 | 2024-04-09 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
CN117846283B (en) * | 2024-03-04 | 2024-05-24 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN208084637U (en) | Adjustable stairway die and stair | |
CA2814137C (en) | Assemblable disposable shuttering for constructing modular formworks for making concrete foundations | |
CN208072950U (en) | A kind of combination set shaped steel formwork | |
CN104878924A (en) | Stair step concrete pouring-molded template and stair cast-in-situ construction method | |
US6767000B2 (en) | Manufacturing platform | |
CN208803615U (en) | A kind of hollow mould | |
CN112359962A (en) | Method for manufacturing quick detachable and re-built assembled building unit | |
JP6860167B2 (en) | How to build Box Culvert and Box Culvert | |
CN210336349U (en) | Modularization side forms of prefabricated component production | |
CN107700368B (en) | Cast-in-situ arch ring template system for hollow box of large-span arch bridge and construction method of cast-in-situ arch ring template system | |
CN215368705U (en) | Floor post-cast strip pouring mold structure | |
FI128825B (en) | Side form unit and system for casting prefabricated concrete products | |
CN112681726A (en) | Floor post-cast strip pouring mold structure and construction method thereof | |
CN101280592A (en) | Cast-in-situ rib laminated floor slab | |
KR20180102902A (en) | slab mold system and slab mold | |
CN210217171U (en) | Concrete pouring separator | |
CN205713066U (en) | Casting concrete non-dismantling formwork and for forming the mould of non-dismantling formwork | |
CN111706005A (en) | Integrated reinforcing steel bar formwork-free cast-in-place concrete beam | |
KR20080025775A (en) | Level-adjustable prefabricated forms having split structure | |
CN218170805U (en) | Composite structure beam column mould of removable template | |
CN218803008U (en) | Modular prefabricated unit forming die | |
KR101702957B1 (en) | Table form and construction method for slab using the same | |
CN221391505U (en) | Prefabricated member template convenient to detach | |
CN213260073U (en) | Universal side die | |
CN216099536U (en) | Modularization superimposed sheet mould |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |