CN107762146A - The adjustable formwork application process of building structure center sill structure - Google Patents
The adjustable formwork application process of building structure center sill structure Download PDFInfo
- Publication number
- CN107762146A CN107762146A CN201710907303.5A CN201710907303A CN107762146A CN 107762146 A CN107762146 A CN 107762146A CN 201710907303 A CN201710907303 A CN 201710907303A CN 107762146 A CN107762146 A CN 107762146A
- Authority
- CN
- China
- Prior art keywords
- adjustable formwork
- adjustable
- reinforced
- formwork
- board
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to the adjustable formwork application process of the realm of building construction, specifically building structure center sill structure；It is characterized in that it is included in assembled beam bottom board and bottom wood stupefied on beam form board mount；In beam form board mount both sides assembly adjustable formwork and sidepiece wood stupefied；The suitable for reading of adjustable formwork is connected with slab form with iron nail, is formed overall；Adjustable formwork is positioned and reinforced with steel pipe locking bar, and locking bar is connected with beam forms by pipe clamp；Adjustable formwork is finally reinforced with split bolt, and the row that split bolt is reinforced along deck-molding is directly proportional to deck-molding；Beam bottom board, adjustable formwork and slab form are installed and reinforced and finish, after inspecting for acceptance, casting beams board concrete.The present invention replaces conventional stent plate using adjustable formwork, not only reduces plank sheathing processing capacity, also can obviously reduce the template proportion of goods damageds, has the characteristics of economic, efficient, environmentally friendly.
Description
Technical field
The present invention relates to the adjustable formwork application process of the realm of building construction, specifically building structure center sill structure.
Background technology
The template applied in civil structural engineering is mainly plank sheathing, and plank sheathing usage amount in architectural engineering is big, turnover
Master Cost input is big.At present, fixed dimension form is taken in plank sheathing installation, i.e., according to physical dimension, with whole plate amount body scale
Cutting stock, the general most multipotency of clout after cutting carries out a secondary cut blanking, therefore the spillage of material of plank sheathing is generally very
Greatly, in a construction project, plank sheathing is because the proportion of goods damageds of cutting loss are generally just more than 10%.
The content of the invention
It is an object of the invention to overcome drawbacks described above, there is provided a kind of template building method that can reduce template loss.
In order to achieve the above object, the present invention is realized in：
A kind of adjustable formwork application process of building structure center sill structure, including
Step 1, assembled beam bottom board and bottom wood stupefied on beam form board mount；
Step 2, in beam form board mount both sides assembly adjustable formwork and sidepiece wood stupefied；Wherein, when adjustable formwork is highly most girder
During side form height, adjustable formwork is seated in the wood stupefied of bottom；When adjustable formwork is highly more than minimum beam side height, adjustable die
Plate is seated on beam form board mount；
Step 3, the suitable for reading of adjustable formwork are connected with slab form with iron nail, are formed overall；
Step 4, adjustable formwork are positioned and reinforced with steel pipe locking bar, and locking bar is connected with beam forms by pipe clamp；
Step 5, adjustable formwork are finally reinforced with split bolt, and the row that split bolt is reinforced along deck-molding is with deck-molding into just
Than；
Step 6, beam bottom board, adjustable formwork and slab form are installed and reinforced and finish, after inspecting for acceptance, casting beams board concrete.
The adjustable formwork application process of described building structure center sill structure, adjustable formwork have 100mm adjustable height.
The present invention replaces conventional stent plate using adjustable formwork, not only reduces plank sheathing processing capacity, also can obviously reduce
The template proportion of goods damageds, there is the characteristics of economic, efficient, environmentally friendly.
Brief description of the drawings
Fig. 1 is adjustable formwork scheme of installation one of the present invention.
Fig. 2 is adjustable formwork scheme of installation two of the present invention.
Embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of adjustable formwork application process of building structure center sill structure, including
Step 1, assembled beam bottom board and bottom wood stupefied on beam form board mount 4；
Step 2, in beam form board mount both sides assembly adjustable formwork and sidepiece wood stupefied；Wherein, as shown in Figure 1 and Figure 2, adjustable die is worked as
When plate is highly minimum beam side height, adjustable formwork is seated in the wood stupefied of bottom；When adjustable formwork is highly more than most girder side
During mould height, adjustable formwork is seated on beam form board mount；
Step 3, the suitable for reading of adjustable formwork are connected with slab form with iron nail, are formed overall；
Step 4, adjustable formwork are positioned and reinforced with steel pipe locking bar, and locking bar is connected with beam forms by pipe clamp；
Step 5, adjustable formwork are finally reinforced with split bolt, and the row that split bolt is reinforced along deck-molding is with deck-molding into just
Than；
Step 6, beam bottom board, adjustable formwork and slab form are installed and reinforced and finish, after inspecting for acceptance, casting beams board concrete.
As shown in Figure 1 and Figure 2, above-mentioned application process, following manner can be used to carry out during practice of construction：
1）The assembly of beam bottom board 2 and 100*50 wood stupefieds 3 finishes, on beam form board mount 4；
2）After adjustable formwork 1 and the assembly of 80*50 wood stupefieds 5, the assembled adjustable formwork 1 finished of installation；
3）When adjustable formwork is highly minimum beam side height, adjustable formwork 1 is seated on beam sill stupefied 3；Adjustable formwork height
During more than minimum beam side height, adjustable formwork 1 is seated on the steel pipe crossbeam 4 of support bed die；
4）Adjustable formwork 1 is suitable for reading to be connected with floor template die plate 8 with iron nail, is formed overall；
5）Adjustable formwork 1 is positioned with steel pipe locking bar 6 and reinforcing, locking bar 6 are connected with the pipe clamp of cross bar 4；
6）Adjustable formwork 1 is finally reinforced with split bolt 7, and the row that split bolt 7 is reinforced along deck-molding is relevant with deck-molding；
7）Beam bottom board 2, adjustable formwork 1 and template die plate 8, which are installed and reinforced, to be finished, and after inspecting for acceptance, pours beam slab concrete 9.
The adjustable formwork application process of described building structure center sill structure, adjustable formwork have 100mm adjustable height
（The design of structural beams height change is usually 50mm integral multiple, and a adjustable formwork can adjust 2 mark structure deck-moldings, flexibly use
The problem of plank sheathing loss is big can greatly be improved）.
The present invention replaces conventional stent plate using adjustable formwork, not only reduces plank sheathing processing capacity, also can obviously reduce
The template proportion of goods damageds, there is the characteristics of economic, efficient, environmentally friendly.
Claims (2)
1. a kind of adjustable formwork application process of building structure center sill structure, it is characterized in that, including
Step 1, assembled beam bottom board and bottom wood stupefied on beam form board mount；
Step 2, in beam form board mount both sides assembly adjustable formwork and sidepiece wood stupefied；Wherein, when adjustable formwork is highly most girder
During side form height, adjustable formwork is seated in the wood stupefied of bottom；When adjustable formwork is highly more than minimum beam side height, adjustable die
Plate is seated on beam form board mount；
Step 3, the suitable for reading of adjustable formwork are connected with slab form with iron nail, are formed overall；
Step 4, adjustable formwork are positioned and reinforced with steel pipe locking bar, and locking bar is connected with beam forms by pipe clamp；
Step 5, adjustable formwork are finally reinforced with split bolt, and the row that split bolt is reinforced along deck-molding is with deck-molding into just
Than；
Step 6, beam bottom board, adjustable formwork and slab form are installed and reinforced and finish, after inspecting for acceptance, casting beams board concrete.
2. the adjustable formwork application process of building structure center sill structure according to claim 1, it is characterized in that, adjustable formwork
There is 100mm adjustable height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710907303.5A CN107762146A (en) | 2017-09-29 | 2017-09-29 | The adjustable formwork application process of building structure center sill structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710907303.5A CN107762146A (en) | 2017-09-29 | 2017-09-29 | The adjustable formwork application process of building structure center sill structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107762146A true CN107762146A (en) | 2018-03-06 |
Family
ID=61266885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710907303.5A Pending CN107762146A (en) | 2017-09-29 | 2017-09-29 | The adjustable formwork application process of building structure center sill structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107762146A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881793A (en) * | 2019-03-19 | 2019-06-14 | 中国十七冶集团有限公司 | A kind of production and construction method of sealing reversed beam and main structure one-time-concreting |
| CN110029814A (en) * | 2019-05-21 | 2019-07-19 | 广州交投城市道路建设有限公司 | A kind of combined steel mould bases for beams of concrete enlarging section |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196236A (en) * | 2014-09-10 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Rigid and recyclable beam lateral formwork clamp |
| CN106013787A (en) * | 2016-07-11 | 2016-10-12 | 中国建筑第八工程局有限公司 | Cast-in-place concrete beam formwork tool type reinforcing system and construction technology thereof |
| CN205840323U (en) * | 2016-07-11 | 2016-12-28 | 中国建筑一局(集团)有限公司 | Assembled adjustable beam formwork |
| CN106368431A (en) * | 2016-11-04 | 2017-02-01 | 成都森钰泓绿化工程有限公司 | Formwork adjustable in simply supported beam cross section height |
-
2017
- 2017-09-29 CN CN201710907303.5A patent/CN107762146A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196236A (en) * | 2014-09-10 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Rigid and recyclable beam lateral formwork clamp |
| CN106013787A (en) * | 2016-07-11 | 2016-10-12 | 中国建筑第八工程局有限公司 | Cast-in-place concrete beam formwork tool type reinforcing system and construction technology thereof |
| CN205840323U (en) * | 2016-07-11 | 2016-12-28 | 中国建筑一局(集团)有限公司 | Assembled adjustable beam formwork |
| CN106368431A (en) * | 2016-11-04 | 2017-02-01 | 成都森钰泓绿化工程有限公司 | Formwork adjustable in simply supported beam cross section height |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881793A (en) * | 2019-03-19 | 2019-06-14 | 中国十七冶集团有限公司 | A kind of production and construction method of sealing reversed beam and main structure one-time-concreting |
| CN110029814A (en) * | 2019-05-21 | 2019-07-19 | 广州交投城市道路建设有限公司 | A kind of combined steel mould bases for beams of concrete enlarging section |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203440831U (en) | Novel basement concrete shear force wall leads wall structure | |
| CN207063523U (en) | A kind of bracing means of steel reinforced concrete structure side template | |
| CN107762146A (en) | The adjustable formwork application process of building structure center sill structure | |
| CN201202272Y (en) | Rapid replacement formwork for tall building construction | |
| CN101769072B (en) | Method for making composite beam with composite beam die | |
| CN210622302U (en) | Pouring template for building construction | |
| CN106337561A (en) | Shear wall template reinforcing structure and reinforcing construction method thereof | |
| CN206233579U (en) | Shear wall template is to drawing connecting piece and template reinforced structure thereof | |
| CN101839063B (en) | Movable steel base for constructing prefabricated beam and standard joint thereof | |
| CN111648411B (en) | Down-turned post-pouring belt support changing structure, construction method and post-pouring belt construction method | |
| CN206667023U (en) | UHPC combined box beams | |
| CN201620598U (en) | Combined beam mould | |
| CN108035544A (en) | Expansion joint position shear wall side formwork reinforcing device and construction method | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN210797296U (en) | Steel-concrete combination beam bridge floor flange plate bracket mounting structure | |
| CN205574622U (en) | Support is stacked to alley formula reinforcing bar | |
| CN201671063U (en) | Movable steel base for construction precast beams and standard knot thereof | |
| CN110499857A (en) | A kind of precast concrete superimposed sheet vertically goes out the installation method of muscle and readjustment | |
| CN108222326B (en) | Foam concrete light steel keel composite ultrahigh wall and construction method thereof | |
| CN105317146A (en) | Steel structure earthquake-resistant floor for construction and manufacturing method | |
| CN105350718A (en) | Reinforcement permanency beam formwork and manufacturing method for concrete structural member with shearing resistance | |
| CN112482637B (en) | GRC dismantling-free template for pouring concrete beam slab | |
| CN112784333B (en) | Design method of cast-in-place concrete box girder cross beam | |
| CN109235235A (en) | A kind of steel reinforced concrete combined bridge bridge floor continuously locates the longitudinally connected method of girder | |
| CN104563354B (en) | Combined long-span ribbed slab structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180306 |