CN206667743U - New sunk type floor hoisting die structure - Google Patents
New sunk type floor hoisting die structure Download PDFInfo
- Publication number
- CN206667743U CN206667743U CN201720301182.5U CN201720301182U CN206667743U CN 206667743 U CN206667743 U CN 206667743U CN 201720301182 U CN201720301182 U CN 201720301182U CN 206667743 U CN206667743 U CN 206667743U
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- China
- Prior art keywords
- bolt
- square steel
- water
- steel
- angle steel
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Abstract
The utility model discloses a kind of new sunk type floor hoisting die structure, including square steel, angle steel and water-proof bolt；Its feature is welded for one end of angle steel with second of square steel one end, the section of stretching out portion bolt of the angle steel other end is connected with one end of the first square steel, the lower end of bolt connects after passing through one end of the first square steel through Plastic cap, screwed joint and water-proof bolt, and the bolt head of water-proof bolt withstands template；Tool-type is assembled into by square steel and angle steel and hangs mould mould.For water-proof bolt length depending on thickness of slab, template is withstood in water-proof bolt lower end, and square steel is fixed in upper end.So as to reach effectively control thickness of slab, sinking control height.Sinking Ban Chu corners are straight after form removal, corner is upright.Form removal simultaneously is simple, only need to screw out bolt, and piecemeal exits square steel, avoids destroying concrete structure during form removal, lifts concrete structure perception.Structural material is easy to get, simple structure, processing installation reliability height；Strong applicability, it is easy to operate；Mould reuses.
Description
Technical field
The utility model belongs to building template construction field, more particularly to a kind of new sunk type floor hoisting die structure, fits
Mould use is hung at sunk type floor for building.
Background technology
Building sunk type floor is widely used, but generally existing is sunk, height controls inequality, sinking plate effective depth of slab difficult
The problems such as to control.When traditional lumps of wood is fixed as mould is hung with iron nail, when global displacement, especially casting and compacting of concrete easily occurs
Hang mould often to be trampled by worker, cause thickness of slab, drop plate height to be not being met.Furthermore traditional lumps of wood is fixed with iron nail to be not easy
Remove, worker can only be removed by force with spade during form removal, be easily destroyed concrete structure at drop plate.Not only influence mixed after form removal
Native perception is coagulated, the later stage for more influenceing structure uses function, and at toilet drop plate, structure destruction is easily caused the quality such as leak and asked
Topic.Traditional lumps of wood hangs mould, well damage during dismounting, and utilization rate is low.
To solve problem above, from the angle of live practice of construction, consider economy, practicality and be applicable
Property, therefore take the new sunk type floor hoisting die structure.
The content of the invention
The purpose of this utility model is to provide a kind of new sunk type floor hoisting die knot easy to use, economical and practical
Structure.
The purpose of this utility model is achieved in that described new sunk type floor hoisting die structure, new sunk type
Floor hoisting die structure, including the first square steel that specification is 50mm × 50mm × 2600mm；Specification is 50 × 50mm × 1500mm
Second of square steel and specification be 30mm × 30mm × 3mm × 150mm angle steel；It is characterized in that：One end of angle steel and second
The welding of kind square steel one end, the section of stretching out portion bolt of the angle steel other end are connected with one end of the first square steel, and the lower end of bolt is worn
Connected after crossing one end of the first square steel through Plastic cap, screwed joint and water-proof bolt, the bolt head of water-proof bolt withstands mould
Plate.
Novel structure post described in the utility model pours funnel structure and advantages below be present：1. simple structure：Use angle steel
Square steel is connected with water-proof bolt it is assembled into tool-type and hang mould mould, template is withstood in water-proof bolt lower end, and square steel is fixed in upper end, middle
Connected with screwed joint；2. reliable in quality：Installation quality is easily controllable, checks；3. construction effect is good, can effectively control thickness of slab and
Floor sinks highly, lifting member perception and quality；4. removing simply, bolt only need to be screwed out, piecemeal exits square steel；5. can
Recycling, material and labour cost are saved, it is cost-effective.
Brief description of the drawings
Fig. 1 is the stereogram of new sunk type floor hoisting die structure of the present utility model.
Fig. 2 is the upward view that novel structure post of the present utility model pours funnel structure.
Fig. 3 is the right view that novel structure post of the present utility model pours funnel structure.
Embodiment
Below in conjunction with the accompanying drawings and example, structure of the present utility model and installation process are described in detail：
As shown in Figure 1, Figure 2 and Figure 3, novel structure post described in the utility model pours funnel structure, and its structure includes
Specification 50mm × 50mm × 2600mm the first square steel 1；50 × 50mm × 1500mm second of square steel 2.30mm×30mm
× 3mm × 150mm angle steel.Its feature is welded for one end of angle steel 3 with second of one end of square steel 2, the section of stretching out of the angle steel other end
The 50mm length in portion, is connected with bolt 4 with one end of the first square steel 1.Similarly connected mode is, one end of another angle steel with it is another
One second of square steel one end welding, the section of stretching out portion of another angle steel other end 50mm length, with bolt and another
The other end connection of the first square steel, other two corners are also similarly connected using the same manner, and square is assembled into so as to reach
Tool-type hangs mould mould, through one end of the first square steel 1 bolt 4 lower end through Plastic cap 5, screwed joint 6 and sealing
Bolt 7 connects, and the bolt head of water-proof bolt 7 withstands template.During form removal, upper bolt only need to be screwed out, piecemeal exits square steel.
The way that novel structure post described in the utility model pours funnel structure is：Square steel passes through angle steel and water-proof bolt
Connection is assembled into tool-type and hangs mould mould.
The application method that novel structure post described in the utility model pours funnel structure is：After connection assembly is good, only need
It is fixed at sinking plate, casting and compacting of concrete is completed after reaching strength of mould stripping, only need to screw out bolt, and piecemeal exits square steel, only
For timber bolt length depending on thickness of slab, template is withstood in water-proof bolt lower end, and square steel is fixed in upper end.So as to reach effectively control thickness of slab,
Sinking control height.Sinking Ban Chu corners are straight after form removal, corner is upright.Form removal simultaneously is simple, only need to screw out bolt, piecemeal moves back
Go out square steel, avoid destroying concrete structure during form removal, lift concrete structure perception.
On the premise of spirit and scope of the present utility model are not departed from, the utility model also has various improvement and change
Change, these changes and improvements, which require, to be fallen into the scope of protection of the utility model.
Claims (1)
1. a kind of new sunk type floor hoisting die structure, including the first square steel that specification is 50mm × 50mm × 2600mm；Rule
Lattice are 50 × 50mm × 1500mm second of square steel（2）With the angle steel that specification is 30mm × 30mm × 3mm × 150mm（3）；Its
It is characterised by：Angle steel（3）One end and second of square steel（2）One end is welded, the section of stretching out portion bolt of the angle steel other end（4）With
The first square steel（1）One end connection, bolt（4）Lower end pass through the first square steel（1）One end after through Plastic cap（5）、
Screwed joint（6）With water-proof bolt（7）Connection, water-proof bolt（7）Bolt head withstand template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720301182.5U CN206667743U (en) | 2017-03-27 | 2017-03-27 | New sunk type floor hoisting die structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720301182.5U CN206667743U (en) | 2017-03-27 | 2017-03-27 | New sunk type floor hoisting die structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206667743U true CN206667743U (en) | 2017-11-24 |
Family
ID=60374314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720301182.5U Expired - Fee Related CN206667743U (en) | 2017-03-27 | 2017-03-27 | New sunk type floor hoisting die structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206667743U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837405A (en) * | 2022-03-05 | 2022-08-02 | 山西三建集团有限公司 | Formwork supporting method for simple and universal stereotyped descending formwork system |
-
2017
- 2017-03-27 CN CN201720301182.5U patent/CN206667743U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837405A (en) * | 2022-03-05 | 2022-08-02 | 山西三建集团有限公司 | Formwork supporting method for simple and universal stereotyped descending formwork system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171124 Termination date: 20210327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |