CN203531380U - Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate - Google Patents
Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate Download PDFInfo
- Publication number
- CN203531380U CN203531380U CN201320526986.7U CN201320526986U CN203531380U CN 203531380 U CN203531380 U CN 203531380U CN 201320526986 U CN201320526986 U CN 201320526986U CN 203531380 U CN203531380 U CN 203531380U
- Authority
- CN
- China
- Prior art keywords
- beam side
- plate
- template system
- described beam
- shaped rib
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a size-adjustable formwork system with local supports arranged below a beam and no support arranged below a plate, wherein the size-adjustable formwork system is formed by the beam and concrete in a one-time overall pouring mode. The formwork system comprises a pair of beam side dies, beam size adjusting parts, lug plates, a T-shaped rib, beam bottom dies, a plate bottom die and the local supports. The beam side dies are respectively in the shape of an L and comprise vertical plates and bottom plates. The lug plates are located on the outer sides of the vertical plates of the beam side beams. The T-shaped rib is in the shape of a T or an inverted L and is fixed onto the lug plates through bolts. The beam size adjusting parts are placed on the bottom plates of the beam side dies. The beam bottom dies are arranged on the beam size adjusting parts in a tightly-attached mode. The plate bottom die is arranged on a top plate of the T-shaped rib and the upper edges of the vertical plates of the beam side dies in a tightly-attached mode. The local supports are arranged at the two ends of the beam side dies and the middles of the beam side dies. The formwork system has the advantages that the cost of an all-round scaffold is omitted, the space of the lower portion is not occupied, the construction progress is improved, the number of dies of a formwork can be adjusted according to the sizes of components, assembly and disassembly are simple, the repeating utilization rate is high and the cost is saved.
Description
Technical field
The utility model relate to a kind of only under beam local location arrange under support, plate without supporting and the beam of dimension adjustable, the template system that board concrete disposable integral is built.
Background technology
When carrying out reinforced concrete structure building operations, common concreting has two kinds of ways.A kind of is that wall (or post), beam and plate disposable integral are built, and another kind is first to water the concrete of walling (or post) to beam soffit position, and the monobloc cast of beam, board concrete is carried out in the then template system of mounting rail, plate assembling reinforcement afterwards again.Two kinds of methods respectively have pluses and minuses.But existing technique causes both existing a common problem, no matter adopt which kind of method, could installation form after all must full hall scaffolding erecting, carry out next step construction.Building work progress in, the work scaffolding erecting be one pure complementary.For completing this work, not only to spend a large amount of human and material resources and time to purchase, install scaffold, and at some complex conditions, even through carefully calculating, still occur the possibility that scaffold collapses.And due to the existence of scaffold, taken constructing operation face, and other work on floor are had to so are delayed, and treat that floor reaches some strength, and scaffold just can carry out after removing, and the duration is impacted.
From the above, there is many disadvantages, urgent need improvement in the formwork bracing system with scaffold.Although have before, in document, there is unsupported template system, it only applicable beam be in the situation of girder steel, and for present building trade, most buildings are still reinforced concrete structure.Therefore, utility model is a kind of can solve the most important without the template system supporting or support less of concrete structure.
Utility model content
In order to overcome above-mentioned the deficiencies in the prior art, the utility model provide a kind of only under beam local location arrange under support, plate without supporting and the beam of dimension adjustable, the template system that board concrete disposable integral is built.
Template system of the present utility model comprises: a pair of beam side, beam size regulating part, otic placode, T-shaped rib, beam bottom board, plate bed die and local support, wherein,
Described beam side is L-shaped, comprises riser and base plate;
Described otic placode is positioned at the riser outside of described beam side;
Described T-shaped rib is T-shaped or inverted L shape, comprises riser and top board, is secured by bolts in described otic placode;
Described beam size regulating part is positioned on the base plate of described beam side;
Described beam bottom board is close on described beam size regulating part;
Described plate bed die is close on the riser top edge of described T-shaped rib and described beam side;
Described local support is arranged at two ends and the middle part of described beam side, and supporting counts gets 3 and be advisable, and when beam span is larger, support interval is advisable with 4～6m.
In another preference, described beam side is formed by Plate Welding;
In another preference, described beam size regulating part is that rectangular steel pipe or the lumps of wood are stupefied, is positioned on the base plate of described beam side, and its length equals deck-siding, and its height can be selected on demand;
In another preference, described beam side is by split bolt and be positioned over the concrete beam sectional dimension that the beam size regulating part control on described base plate is built in advance;
In another preference, described otic placode is the steel plate of top prepared screw-bolt hole, is welded in the middle and upper part in the riser outside of described beam side.
In another preference, described T-shaped rib can form or select finished product angle steel by Plate Welding, and its two ends are bolted in described otic placode, and its spacing is preferably 0.4～1m;
In another preference, described beam bottom board and plate bed die are wooden form or steel form.
Compared with prior art, the beneficial effects of the utility model are costs of having saved full hall scaffold, have saved the duration, do not take lower space, can improve concurrent construction operation type, improve construction speed.Although and this template system is finished product member, template modulus can regulate by scantling, install, dismounting is simple, therefore, recycling rate of waterused is high, cost-saving.
Accompanying drawing explanation
Fig. 1, Fig. 2 be under beam of the present utility model under local support, plate without supporting, the whole template system schematic of watering of beam slab of dimension adjustable
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further illustrated.
As shown in Figure 1 and Figure 2, template system of the present utility model comprises: a pair of beam side 1, beam size regulating part 3, otic placode 2, T-shaped rib 6, beam bottom board 4, plate bed die 7 and local support 10, wherein,
Described beam side 1 is L-shaped, comprises riser and base plate;
Described otic placode 2 is positioned at the riser outside of described beam side 1;
Described T-shaped rib 6 is T-shaped or inverted L shape, comprises riser and top board, is secured by bolts in described otic placode 2;
Described beam size regulating part 3 is positioned on the base plate of described beam side 1;
Described beam bottom board 4 is close on described beam size regulating part 3;
Described plate bed die tight 7 is affixed on the top board of described T-shaped rib 6 and the riser top edge of described beam side 1;
Described local support 10 is arranged at two ends and the middle part of described beam side 1, and supporting counts gets 3 and be advisable, and when beam span is larger, support interval is advisable with 4～6m.
Described beam side 1 is formed by Plate Welding, and its bottom is erected to required absolute altitude by described local support;
Described beam size regulating part 3 is that rectangular steel pipe or the lumps of wood are stupefied, is positioned on the base plate of described beam side, and its length equals deck-siding, and its height can be selected on demand;
Described beam side 1 is by split bolt 5 and be positioned over concrete beam cross section 9 sizes that beam size regulating part 3 controls on described base plate are built in advance; Described otic placode 2 is the steel plate of top prepared screw-bolt hole, is welded in the middle and upper part in the riser outside of described beam side 1, and the size of otic placode 2 and prepared screw-bolt hole number thereof and bolt aperture can be according to floor span adjustment.
Described T-shaped rib 6 can form or select finished product angle steel by Plate Welding, its riser two ends prepared screw-bolt hole, pitch of holes is corresponding with lug plate holes spacing, and T-shaped rib 6 is bolted in described otic placode 2, and the size of T-shaped rib 6 and prepared screw-bolt hole number thereof and bolt aperture can be according to floor span adjustment.
Described beam bottom board 4 is wooden form or steel form, is close on beam size regulating part 3, and beam bottom board both sides hold out against in beam side 1 riser inner side, between beam bottom board 4 and beam side 1 riser, have formed web space.
Described plate bed die 7 is wooden form or steel form, and it is close on the top board of described T-shaped rib 6 and the riser top edge of described beam side 1, and concreting floor 8 thereon.
Described local support 10 can be real abdomen steel column or lattice column, and it is arranged at two ends and the middle part of described beam side 1, and supporting counts gets 3 and be advisable, and when beam span is larger, supports and counts and should increase, and strong point spacing is advisable with 4～6m.
This template system is bolted, and can regulate or select suitable template model according to beam slab size, and only need to local support be set at end and the middle part of beam side, therefore, has saved the working procedure of scaffold.The utility model speed of application is fast, cost-saving, is applicable to most job sites.
Claims (8)
1. a template system, is characterized in that, described template system comprises: a pair of beam side, beam size regulating part, otic placode, T-shaped rib, beam bottom board, plate bed die and local support, wherein,
Described beam side is L-shaped, comprises riser and base plate;
Described otic placode is positioned at the riser outside of described beam side;
Described T-shaped rib is T-shaped or inverted L shape, comprises riser and top board, is secured by bolts in described otic placode;
Described beam size regulating part is positioned on the base plate of described beam side;
Described beam bottom board is close on described beam size regulating part;
Described plate bed die is close on the riser top edge of described T-shaped rib and described beam side;
Described local support is arranged at the profit middle part, two ends of described beam side.
2. template system according to claim 1, is characterized in that, described beam side is formed by Plate Welding.
3. template system according to claim 1, is characterized in that, described beam size regulating part is that rectangular steel pipe or the lumps of wood are stupefied, is positioned on the base plate of described beam side, and its length equals deck-siding, and its height can be selected on demand.
4. template system according to claim 1, is characterized in that, described beam side is by split bolt and be positioned over the concrete beam sectional dimension that the beam size regulating part control on described base plate is built in advance.
5. template system according to claim 1, is characterized in that, described otic placode is the steel plate of top prepared screw-bolt hole, is welded in the middle and upper part in the riser outside of described beam side.
6. template system according to claim 1, is characterized in that, described T-shaped rib can form or select finished product angle steel by Plate Welding, and its two ends are bolted in described otic placode.
7. template system according to claim 1, is characterized in that, described beam bottom board and plate bed die are wooden form or steel form.
8. template system according to claim 1, is characterized in that, described local support is real abdomen steel column or lattice column, and it is arranged at two ends and the middle part of described beam side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320526986.7U CN203531380U (en) | 2013-08-28 | 2013-08-28 | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320526986.7U CN203531380U (en) | 2013-08-28 | 2013-08-28 | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203531380U true CN203531380U (en) | 2014-04-09 |
Family
ID=50417604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320526986.7U Expired - Fee Related CN203531380U (en) | 2013-08-28 | 2013-08-28 | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203531380U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410312A (en) * | 2013-08-28 | 2013-11-27 | 郑宇� | Template system beam partially supported, plate free of supporting and size adjustable |
| CN108915245A (en) * | 2018-06-20 | 2018-11-30 | 清华大学 | Casting method without supporting steel plate device and concrete water flat structure |
-
2013
- 2013-08-28 CN CN201320526986.7U patent/CN203531380U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410312A (en) * | 2013-08-28 | 2013-11-27 | 郑宇� | Template system beam partially supported, plate free of supporting and size adjustable |
| CN108915245A (en) * | 2018-06-20 | 2018-11-30 | 清华大学 | Casting method without supporting steel plate device and concrete water flat structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102392536B (en) | Construction method for long-span hanging vestibule type template support system | |
| CN202627506U (en) | Formwork for cast-in-place concrete connecting beams | |
| CN106884541B (en) | Positioning assembly, positioning device and positioning method for reserved dowel bars in shear wall | |
| CN208122301U (en) | A kind of floor support plate supporting apparatus | |
| CN107327050B (en) | Disassembly-free basement exterior wall flanging unilateral formwork supporting device and construction method | |
| CN102277835A (en) | Method for constructing single-column bent cap by adopting hoop and A-frame composite system | |
| CN105780922A (en) | Construction method for segmental formwork hoisting system of large-span steel reinforced concrete transfer truss | |
| CN204869177U (en) | Prefabricated box girder formwork | |
| CN201747060U (en) | Assembly type formwork truss support | |
| CN103306206A (en) | Reinforcing steel formwork supporting rack for thin-walled hollow high pier and construction method | |
| CN103362069A (en) | Steel and concrete combined box girder concrete wing plate formwork and construction method | |
| CN210152251U (en) | A device using prefabricated laminated floor slabs as cast-in-place beam side form supports | |
| CN203531380U (en) | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate | |
| KR101181493B1 (en) | Improved support system | |
| CN111519544A (en) | Bridge flange plate construction formwork support system | |
| CN203891462U (en) | Form erecting device for fair-faced concrete independent columns | |
| CN202672722U (en) | Supporting structure for beam bottom template of pouring beam | |
| CN115075613B (en) | Assembled building supporting system and construction method thereof | |
| CN103410312A (en) | Template system beam partially supported, plate free of supporting and size adjustable | |
| CN102418415B (en) | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN206554269U (en) | A kind of prefabricated panel and steel beam coupling device | |
| CN105649329A (en) | Reinforcing structure for large-section framework column formworks and construction method | |
| CN201539098U (en) | Detachable and convenient support device for steel structure building formwork | |
| CN204817843U (en) | Prefabricated utility tunnel's steel reinforcement cage processingequipment | |
| CN210976594U (en) | Auxiliary mounting device for laminated plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Zheng Yu Document name: Notification to Pay the Fees |
|
| DD01 | Delivery of document by public notice |
Addressee: Zheng Yu Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140409 Termination date: 20150828 |
|
| EXPY | Termination of patent right or utility model |