CN207144469U - Alter-pouring strips mould plate system - Google Patents
Alter-pouring strips mould plate system Download PDFInfo
- Publication number
- CN207144469U CN207144469U CN201721066457.8U CN201721066457U CN207144469U CN 207144469 U CN207144469 U CN 207144469U CN 201721066457 U CN201721066457 U CN 201721066457U CN 207144469 U CN207144469 U CN 207144469U
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- CN
- China
- Prior art keywords
- side template
- post
- cast strip
- alter
- mould plate
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- 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
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Abstract
The utility model provides a kind of alter-pouring strips mould plate system, and the post-cast strip construction includes two adjacent construction sections and the post-cast strip space between two construction section；Wherein, the template system includes：The side template set in couples along the length direction, the side template have the lateral surface towards the construction section and the medial surface towards the post-cast strip space；The side template offers the neck that upper-lower position is corresponding and spacing is equal from its upper and lower both sides towards middle, and the side template is configured to comb teeth-shaped plate by the neck；The support beam between the paired side template medial surface is supported in along the width；Affixed along the width and the side template, the fixed cross beam is across the fixed cross beam for setting the upside for being fixed in the side template.By the technical solution of the utility model, under the premise of model sheetinstallat simplicity timesaving, being accurately positioned for reinforcing bar in post-cast strip is realized, ensures the smooth-going attractive in appearance of concreting face, reduces faulting of slab ends and occur.
Description
Technical field
Technical field of building construction is the utility model is related to, relates in particular to alter-pouring strips mould plate system.
Background technology
It is to prevent monolithic reinforced concrete structure because autogenous shrinkage is uneven or settles not in construction that post-cast strip, which is,
Issuable harmful cracks, according to design or job specfication requirement, stay what is set to face in sole plate, wall, beam relevant position
When construction joint.
It is worth noting that, model sheetinstallat tedious process is applied in existing post-cast strip, post-cast strip steel bar easily occurs when arranging
The problem of spacing differs, and existing alter-pouring strips mould plate easily makes floor that faulting of slab ends phenomenon occur after casting concrete, not only applies
Work efficiency rate is low and construction quality is low, and is further improved.
Utility model content
In view of the foregoing, the utility model provides a kind of alter-pouring strips mould plate system, with easy in model sheetinstallat, shortening peace
On the premise of ETL estimated time of loading, realization is accurately positioned reinforcing bar in fixed post-cast strip, avoids the interference to reinforcing bar in work progress, and ensure
The smooth-going attractive in appearance in concreting face, reduce faulting of slab ends and occur.
To achieve the above object, the utility model, which adopts the technical scheme that, provides a kind of alter-pouring strips mould plate system, after pour
Include two adjacent construction sections and the post-cast strip space between two construction section, the post-cast strip space tool with construction
There are the length direction extended along two construction section, and the width along vertical range between two construction section；It is special
Sign is, including：Side template, set in couples along the length direction, the side template has towards the outer of the construction section
Side and the medial surface towards the post-cast strip space；The side template offers upper bottom from its upper and lower both sides towards centre
Corresponding and equal spacing neck is put, the side template is configured to comb teeth-shaped plate by the neck；Support beam, along the width
Degree direction is supported between the paired side template medial surface；Fixed cross beam, consolidate along the width and the side template
Connect, the fixed cross beam is fixed in the upside of the side template across setting.
In alter-pouring strips mould plate system implementation example of the present utility model, the length of the support beam is same post-cast strip space
In two side templates between vertical range.
In alter-pouring strips mould plate system implementation example of the present utility model, the both ends of the support beam are fixedly arranged on institute by steel nail
State between side template.
In alter-pouring strips mould plate system implementation example of the present utility model, the support beam is located at both sides above and below the side template
Neck groove end between centre position.
In alter-pouring strips mould plate system implementation example of the present utility model, the length of the fixed cross beam is more than same post-cast strip sky
Between in two side templates medial surface between vertical range, and the length of the fixed cross beam be equal to or more than described two
Vertical range between the lateral surface of side template.
In alter-pouring strips mould plate system implementation example of the present utility model, the both ends of the fixed cross beam are fixedly arranged on institute by steel nail
State the uper side surface of side template.
The utility model makes it have following beneficial effect as a result of above technical scheme：
(1) the utility model template system and its construction method are supported by being installed on the side template for be configured to comb teeth-shaped
Crossbeam, fixed cross beam and reinforcing bar, the rapid and firm alter-pouring strips mould plate installation that can be realized, improve construction quality and progress.
(2) the utility model template system and its construction method on paired side template by setting fixed cross beam, energy
It is enough to ensure to have poured the attractive in appearance of concrete outside quality, reduce and concrete faulting of slab ends phenomenon occurs, effectively put forward construction quality.
(3) the utility model template system and its construction method are made by setting spacing identical neck on side template
Floor bar is fixed after being accurately positioned, and ensures the uniform standard of bar spacing, there is provided construction quality and progress.
Brief description of the drawings
Fig. 1 is the planar structure schematic diagram of the utility model alter-pouring strips mould plate system.
Fig. 2 is the longitudinal plane structure schematic diagram of the utility model alter-pouring strips mould plate system.
Fig. 3 is the cross-sectional configuration schematic diagram of the utility model alter-pouring strips mould plate system.
The corresponding relation of reference and part is as follows：
Side template 10；Lateral surface 11；Medial surface 12；Neck 13；Upper strata neck 13a；Lower floor neck 13b；Support beam 20；
Fixed cross beam 30；Vertical range L1；Vertical range L2；Length direction X；Width Y.
Embodiment
For the benefit of to understanding of the present utility model, illustrated below in conjunction with drawings and Examples.
The utility model alter-pouring strips mould plate system is mainly used in floor slab back casting band, but not limited to this or building structure
Other in making are applicable the post-cast strip construction of the utility model alter-pouring strips mould plate system.Specifically, floor slab back casting band construction includes phase
Two adjacent construction sections and the post-cast strip space between two construction section, alter-pouring strips mould plate system of the present utility model are used
The construction section and post-cast strip space are defined in installing separation in advance before casting concrete.As shown in figure 1, after described
Pouring carrying space has the length direction X extended along two construction section, and the width along vertical range between two construction section
Spend direction Y.
Fig. 1 to Fig. 3 is referred to, the utility model provides a kind of alter-pouring strips mould plate system, including side template 10, support beam
20 and fixed cross beam 30.
As shown in figure 1, the side template 10 is set along the length direction X in the post-cast strip space in couples, the side form
Plate 10 has the lateral surface 11 towards the construction section and the medial surface 12 towards the post-cast strip space；Such as Fig. 2, Fig. 3 institute
Show, the side template 10 offers the neck 13 that upper-lower position is corresponding and spacing is equal from its upper and lower both sides towards centre, described
Side template 10 is configured to comb teeth-shaped plate by the neck 13；The neck 13 is placing fixed steel bars.
In the utility model embodiment, the side template 10 is plank sheathing, and the thickness of the side template 10 is preferably
15mm, the height of the side template 10 are to pour floor plan thickness.Specifically, the spacing of neck 13 of the side template 10 is root
Grooving is carried out according to post-cast strip steel bar spacing and protective layer thickness, forms fishback.
In the utility model embodiment, the depth of the neck 13 is preferably thickness of concrete cover and steel in neck
The summation of muscle diameter；More specifically, neck 13 of the definition positioned at the upside of side template 10 is upper strata neck 13a, positioned at described
The neck 13 of the downside of side template 10 is lower floor neck 13b, the depth of the upper strata neck 13a and the depth of lower floor's neck 13b
Degree can regard practice of construction Demand Design as same depth or different depth.Wherein, the concrete cover refers to coagulation
In soil structure component, the outer rim of outermost layer reinforcing bar to the concrete layer between concrete surface, abbreviation protective layer.
As shown in Figure 1, Figure 3, width Y support of the support beam 20 along the post-cast strip space is fixedly arranged on described
Between paired side template 10, the medial surface 12 of the both ends of the support beam 20 respectively with the side template 10 is connected.
In the utility model embodiment, the support beam 20 is the lumps of wood, and the specification of the support beam 20 is preferably
50mm × 50mm, the length of the support beam 20 is desirably equal to or between the medial surface 12 of the bigger paired side template 10
Vertical range L1, it is fixedly arranged on support between the paired side template 10；Further, the both ends of the support beam 20 can
It is fixedly arranged on by steel nail between the side template 10；The support beam 20 is preferably located at the both sides card up and down of the side template 10
Centre position between groove 13.
As shown in Figure 1, Figure 3, width Y of the fixed cross beam 30 along the post-cast strip space and the side template 10
Affixed, the fixed cross beam 30 is fixed in the upside of the paired side template 10 across setting.
In the utility model embodiment, the fixed cross beam 30 can be that plank sheathing or other templates cut to be formed, described
The thickness of fixed cross beam 30 is preferably 15mm, and width is preferably 50mm, and the length of the fixed cross beam 30 is more than same post-cast strip
Vertical range L1 between the medial surface 12 of two side templates 10 in space, and the length of the fixed cross beam 30 can be equal to
Or slightly larger than the vertical range L2 between the lateral surface 11 of two side templates 10；The both ends of the fixed cross beam 30 pass through steel
Nail is fixedly arranged on the uper side surface of the side template 10.
In the utility model embodiment, the fixed cross beam 30 can regard practice of construction demand, be located at the side form
On the notch of neck 13 of plate 10, or, the neck 13 located at the side template 10 is spaced on uper side surface.
The concrete structure embodiment of the utility model alter-pouring strips mould plate system is explained above, conjunction please be compound below refering to figure
Shown in 1 to Fig. 3, illustrate construction method for alter-pouring strips mould plate of the present utility model；The step of construction method, is as follows：
Step 1：Preparation is ready, electric hand according to etc. plant equipment in place；
Step 2：Side template 10, support beam 20, fixed cross beam 30 are added according to late poured band structure size and design drawing
Work is molded；
Step 3：Construction lofting accurately is carried out to post-cast strip using measuring instrument；
Step 4：It is fixed on the reinforcing bar neck 13 that floor bar is stuck on side template 10 according to design drawing by root；
Step 5：The side template 10 of post-cast strip both sides is supported using support beam 20；
Step 6：Fixed cross beam 30 is set to be fixed with side template 10 using steel nail；
Step 7：Pour and progressively remove the template system after the completion of floorslab concrete.
In the utility model embodiment, in the step 2, the spacing of neck 13 of the side template 10 is poured after
Band bar spacing and thickness of concrete cover carry out grooving and formed.
In the utility model embodiment, in the step 6, the fixed cross beam 30 can regard practice of construction demand,
It is located on the notch of neck 13 of the side template 10, or, the neck 13 located at the side template 10 is spaced on uper side surface.
In the utility model embodiment, in the step 6, when the fixed cross beam 30 is installed, notice that steel nail is bound
Position is accurately firm.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some details in embodiment should not be formed to this reality
With new restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.
Claims (6)
1. a kind of alter-pouring strips mould plate system, post-cast strip construction includes two adjacent construction sections and between two construction section
Post-cast strip space, the post-cast strip space have along two construction section extend length direction, and along described two construction
The width of vertical range between section；It is characterised in that it includes：
Side template, in couples along the length direction set, the side template have towards the construction section lateral surface and
Towards the medial surface in the post-cast strip space；The side template from its upper and lower both sides towards centre offer upper-lower position it is corresponding and
The equal neck of spacing, the side template are configured to comb teeth-shaped plate by the neck；
Support beam, it is supported in along the width between the paired side template medial surface；
Fixed cross beam, affixed along the width and the side template, the fixed cross beam is fixed in the side template across setting
Upside.
2. alter-pouring strips mould plate system according to claim 1, it is characterised in that：
The length of the support beam is the vertical range between two side templates in same post-cast strip space.
3. alter-pouring strips mould plate system according to claim 1, it is characterised in that：
The both ends of the support beam are fixedly arranged between the side template by steel nail.
4. alter-pouring strips mould plate system according to claim 1, it is characterised in that：
Centre position of the support beam between the side template up and down the neck groove end of both sides.
5. alter-pouring strips mould plate system according to claim 1, it is characterised in that：
The length of the fixed cross beam is more than the vertical range between the medial surface of two side templates in same post-cast strip space,
And the length of the fixed cross beam is equal to or more than the vertical range between the lateral surface of two side templates.
6. alter-pouring strips mould plate system according to claim 1, it is characterised in that：
The both ends of the fixed cross beam are fixedly arranged on the uper side surface of the side template by steel nail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721066457.8U CN207144469U (en) | 2017-08-24 | 2017-08-24 | Alter-pouring strips mould plate system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721066457.8U CN207144469U (en) | 2017-08-24 | 2017-08-24 | Alter-pouring strips mould plate system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207144469U true CN207144469U (en) | 2018-03-27 |
Family
ID=61669696
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721066457.8U Expired - Fee Related CN207144469U (en) | 2017-08-24 | 2017-08-24 | Alter-pouring strips mould plate system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207144469U (en) |
-
2017
- 2017-08-24 CN CN201721066457.8U patent/CN207144469U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 |