CN201857755U - Interlocking combined type concrete plate formwork support grid - Google Patents
Interlocking combined type concrete plate formwork support grid Download PDFInfo
- Publication number
- CN201857755U CN201857755U CN2010205784012U CN201020578401U CN201857755U CN 201857755 U CN201857755 U CN 201857755U CN 2010205784012 U CN2010205784012 U CN 2010205784012U CN 201020578401 U CN201020578401 U CN 201020578401U CN 201857755 U CN201857755 U CN 201857755U
- Authority
- CN
- China
- Prior art keywords
- holder
- hook
- joist
- main joist
- stupefied
- 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 relates to an interlocking combined type concrete plate formwork support grid, which comprises main keels, auxiliary keels, connecting sleeves and hanging sleeves. The main keels are connected end to end and fixed via the connecting sleeves so as to form horizontal support bars arranged in parallel, adjacent support bars are connected via the auxiliary keels, the hanging sleeves are mounted on the main keels, and the main keels and the auxiliary keels are fixedly connected via the hanging sleeves. The interlocking combined type concrete plate formwork support grid is reasonable in structural design, fine in stability and convenient in assembly and disassembly, and is widely applicable to construction fields of building platforms, roof boards and the like.
Description
Technical field
The utility model relates to a kind of building operations instrument, and it is stupefied particularly to relate to the holder of a kind of interlocking combined concrete template die plate.
Background technology
The profile and the physical dimension of concrete plate for building are complicated and changeable, when the template holder of building the concrete plate with the flitch and the scaffold tubes of original use is stupefied, the length phenomenon that do not match usually appears, cause the work holdup and the bigger waste of on-site cutting material production, use long material also to be not easy to have bad luck, increased difficulty of construction and labour cost and construction period, used the straight presentation quality that does not also influence the concrete plate of itself bending of long material simultaneously, timber is that Limited resources also is difficult for a large amount of the use in addition.Have on the market at present that kind of plate holder is stupefied also to have solved the problems referred to above, but be stable inadequately in view of structure, come off easily and hurt sb.'s feelings, also trouble in the making, the technology that mostly adopts punching press to forge and so on, cost and price is higher.
Summary of the invention
The utility model has overcome deficiency of the prior art, and a kind of reasonable in design is provided, and cost is low, good stability, and the interlocking combined concrete template die plate holder of easy installation and removal is stupefied.
In order to address the above problem, the utility model by the following technical solutions:
The holder of interlocking combined concrete template die plate is stupefied, comprise main joist, secondary joist, adapter sleeve and hanging sleeve, main joist joins end to end and by the adapter sleeve formation horizontal support bar that is fixed together, each support bar is arranged in parallel, connect by secondary joist between the adjacent support bar, hanging sleeve is installed on the main joist, is connected and fixed by hanging sleeve between main joist and the secondary joist.
Described main joist and secondary joist adopt square steel pipe to make respectively.
Described secondary joist comprises the person in charge, hook locking plate and locking bar, is responsible for two ends and is provided with the hook locking plate, and the hook locking plate is provided with and colludes groove, and the person in charge of hook locking plate inboard is provided with locking bar.
Described hanging sleeve comprises tube connector and hook holder, and tube connector is enclosed within the main joist outside, and the tube connector both sides are provided with the hook holder, and hook holder inboard is provided with the locking plate groove, and the outside is provided with the locking bar groove.
Described adapter sleeve is provided with connecting hole, and adapter sleeve is fixed together by bearing pin and main joist.
Compared with prior art, the beneficial effects of the utility model are:
1, the utility model reasonable in design, good stability has been avoided the phenomenon that comes off in the use and hurt sb.'s feelings
2, the utility model cost is low, and materials are economized, and are reusable, effectively reduced construction cost.
3, the utility model easy installation and removal, thus operation easier reduced, improved operating efficiency.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the secondary joist structural representation;
Fig. 3 is the hanging sleeve structural representation;
Fig. 4 is the adapter sleeve structural representation;
Fig. 5 is secondary joist and hanging sleeve connection diagram.
The specific embodiment
The holder of interlocking combined concrete template die plate is stupefied, as shown in Figure 1, comprise main joist 1, secondary joist 2, adapter sleeve 4 and hanging sleeve 3, main joist 1 joins end to end and by the adapter sleeve 4 formation horizontal support bar that is fixed together, each support bar is arranged in parallel, connect by secondary joist 2 between the adjacent support bar, hanging sleeve 3 is installed on the main joist 1, is connected and fixed by hanging sleeve 3 between main joist 1 and the secondary joist 2.Main joist 1 and secondary joist 2 adopt square steel pipe to make respectively.During site operation, can on the good the utility model of assembly unit, lay plain form 5 devices such as grade.
As shown in Figure 2, secondary joist 2 comprises the person in charge 6, hook locking plate 7 and locking bar 8, is responsible for 6 two ends and is provided with hook locking plate 7, and hook locking plate 7 is provided with and colludes groove, and the person in charge 6 of hook locking plate 7 inboards is provided with locking bar 8.As shown in Figure 3, hanging sleeve 3 comprises tube connector 9 and hook holder 10, and tube connector 9 is enclosed within main joist 1 outside, and tube connector 9 both sides are provided with hook holder 10, and hook holder 10 inboards are provided with the locking plate groove, and the outside is provided with the locking bar groove.As shown in Figure 4, adapter sleeve 4 is provided with connecting hole 11, and adapter sleeve 4 is fixed together by bearing pin and main joist 1.As shown in Figure 5, the hook locking plate 7 of secondary joist 2 inserts in the locking plate groove of hook holder 10, and the locking bar 8 of secondary joist 2 inserts in the locking bar groove of hook holder 10, and it is good that rear stability is installed, difficult drop-off.
Claims (5)
1. the holder of interlocking combined concrete template die plate is stupefied, it is characterized in that, comprise main joist, secondary joist, adapter sleeve and hanging sleeve, main joist joins end to end and by the adapter sleeve formation horizontal support bar that is fixed together, each support bar is arranged in parallel, connect by secondary joist between the adjacent support bar, hanging sleeve is installed on the main joist, is connected and fixed by hanging sleeve between main joist and the secondary joist.
2. interlocking combined concrete template die plate according to claim 1 holder is stupefied, it is characterized in that, described main joist and secondary joist adopt square steel pipe to make respectively.
3. interlocking combined concrete template die plate according to claim 1 and 2 holder is stupefied, it is characterized in that described secondary joist comprises the person in charge, hook locking plate and locking bar, be responsible for two ends and be provided with the hook locking plate, the hook locking plate is provided with and colludes groove, and the person in charge of hook locking plate inboard is provided with locking bar.
4. interlocking combined concrete template die plate according to claim 1 holder is stupefied, it is characterized in that, described hanging sleeve comprises tube connector and hook holder, tube connector is enclosed within the main joist outside, the tube connector both sides are provided with the hook holder, and hook holder inboard is provided with the locking plate groove, and the outside is provided with the locking bar groove.
5. interlocking combined concrete template die plate according to claim 1 holder is stupefied, it is characterized in that described adapter sleeve is provided with connecting hole, and adapter sleeve is fixed together by bearing pin and main joist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205784012U CN201857755U (en) | 2010-10-27 | 2010-10-27 | Interlocking combined type concrete plate formwork support grid |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205784012U CN201857755U (en) | 2010-10-27 | 2010-10-27 | Interlocking combined type concrete plate formwork support grid |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201857755U true CN201857755U (en) | 2011-06-08 |
Family
ID=44103565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205784012U Expired - Fee Related CN201857755U (en) | 2010-10-27 | 2010-10-27 | Interlocking combined type concrete plate formwork support grid |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201857755U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359267A (en) * | 2011-07-29 | 2012-02-22 | 深圳汇林达科技有限公司 | Building template system and construction method thereof |
| CN114150860A (en) * | 2021-12-23 | 2022-03-08 | 安徽劲达科技工程有限公司 | Cast-in-situ concrete slab fast-assembling early-dismantling formwork system |
-
2010
- 2010-10-27 CN CN2010205784012U patent/CN201857755U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359267A (en) * | 2011-07-29 | 2012-02-22 | 深圳汇林达科技有限公司 | Building template system and construction method thereof |
| CN102359267B (en) * | 2011-07-29 | 2013-07-03 | 深圳汇林达科技有限公司 | Building template system and construction method thereof |
| CN114150860A (en) * | 2021-12-23 | 2022-03-08 | 安徽劲达科技工程有限公司 | Cast-in-situ concrete slab fast-assembling early-dismantling formwork system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202416184U (en) | Construction device for formwork for longitudinal wet joint of box girder | |
| CN201857755U (en) | Interlocking combined type concrete plate formwork support grid | |
| CN201991229U (en) | Combined fixture of beam | |
| CN211499309U (en) | Combined shear wall template | |
| CN201730330U (en) | Beam formwork for building | |
| CN102121308A (en) | Template for buildings | |
| CN206747869U (en) | Reinforced mesh weld mold | |
| CN201901948U (en) | Combined profile steel welding nail connector | |
| CN202850041U (en) | Reinforcing steel support for colligation of large-scale raft plate and ribbed beam base reinforcing steel | |
| CN201305995Y (en) | Fastener to wall for implemental scaffold | |
| CN102116080B (en) | Beam and slab integrally casted building template | |
| CN201786018U (en) | Shearing wall template for buildings | |
| CN102268921A (en) | Beam template for construction | |
| CN202706521U (en) | Fast-building scaffold | |
| CN201620599U (en) | Rock wall crane beam concrete surface brace-free form of underground plant | |
| CN201730322U (en) | Building column template | |
| CN217897270U (en) | Forming template device | |
| CN201874093U (en) | T-shaped profile steel connecting part | |
| CN201635419U (en) | Formwork support for steel deposit concrete | |
| CN201786019U (en) | Building shear wall template | |
| CN210508535U (en) | Large steel truss | |
| CN201730324U (en) | Column template for buildings | |
| CN215212272U (en) | Combined self-stabilizing support system | |
| CN203308065U (en) | Detachable double-leg scaffold for steel structure construction | |
| CN202000373U (en) | Steel template for concrete lining |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110608 Termination date: 20151027 |
|
| EXPY | Termination of patent right or utility model |