CN205894670U - Concrete connects template structure of stubble construction between floor - Google Patents
Concrete connects template structure of stubble construction between floor Download PDFInfo
- Publication number
- CN205894670U CN205894670U CN201620344018.8U CN201620344018U CN205894670U CN 205894670 U CN205894670 U CN 205894670U CN 201620344018 U CN201620344018 U CN 201620344018U CN 205894670 U CN205894670 U CN 205894670U
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- block
- climb
- floor
- intermediate mass
- upper strata
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Abstract
The utility model provides a concrete connects template structure of stubble construction between floor is treating concreting vertical member outlying side form board including establishing, and its medium counts is established at the exterior sheathing of treating concreting vertical member lateral surface piece, intermediate mass, the upper portion piece that climbs that climbs including the lower part, climb the piece and be located lower floor's roof beam and treat concreting vertical member's handing -over position department in the lower part to climb piece and the template slab joint an of intermediate mass and be located the top of lower floor's roof beam in the lower part, climb the piece and be located the upper strata and wait to pour the handing -over position department that roof beam and upper strata treats concreting vertical member in upper portion, the template slab joint b who climbed between piece and the intermediate mass in upper portion is located the below of waiting to pour the roof beam in the upper strata to climb the upper end of template panel of piece and be located the upper strata and wait to pour the top that the department is kept somewhere to back portion construction joint in upper portion. The utility model provides a leak that concreted structure levels after thick liquid, the leakiness of vibrating and the form removal, the technical problem of wrong platform when the concrete connects the stubble construction between traditional floor.
Description
Technical field
The utility model be related to a kind of in building engineering structure floor gap concrete connect template knot used during stubble construction
Structure.
Background technology
At present, template system has been widely used in architectural engineering, especially in the construction of beam, post and body of wall,
It is frequently necessary to set up template.Tradition, when floor gap concrete is connect with stubble construction, is usually occurred and is managed in joint part due to template
Improper, and the common quality defects such as spillage, injustice, leakiness of vibrating, faulting of slab ends occur, so not only make its impression quality be subject to larger shadow
Ring, time and effort consuming is repaired to it, also the fitting-out work for the later stage increased unnecessary trouble.
Utility model content
The utility model proposes a kind of floor gap concrete connects the formwork structure of stubble construction, traditional floor gap to be solved and mix
Smooth, faulting of slab ends the technical problem of concrete surface after spillage, leakiness of vibrating and form removal when solidifying soil connects stubble construction.
The technical solution of the utility model is as follows.
A kind of floor gap concrete connects the formwork structure of stubble construction, includes and is located to be poured building outside concrete vertical member
Between the side template of the side template enclosing, wherein offside drawknot have split bolt it is characterised in that: wherein prop up to be located at and to be poured build coagulation
The exterior sheathing of native vertical member lateral surface includes climb block, intermediate mass, top of bottom and climbs block.
Described bottom climb block, intermediate mass and top climb block all include form surfacing, along form surfacing lateral surface erect
To spaced keel and from top to down lateral separation is fixed on the back cord outside keel successively.
The described bottom block that climbs is located at lower floor's Vierendeel girder and treat at the delivery position of casting concrete vertical member, and under
Climb form surfacing seam a of block and intermediate mass of portion is located at the top of lower floor's Vierendeel girder.
The described top block that climbs is located at the handing-over position that casting concrete vertical member is treated on upper strata Vierendeel girder to be poured and upper strata
Put place；Form surfacing seam b climbed between block and intermediate mass in described top is located at the lower section of upper strata Vierendeel girder to be poured, and
Top climb block form surfacing upper end be located at upper strata Vierendeel girder to be poured top construction joint indwelling at top.
Preferably, climb and be provided with pre-embedded bolt on block in described bottom, and one end of described pre-embedded bolt is embedded in and treats
In casting concrete vertical member, the other end pass through mountain type fix be scheduled on bottom climb block back cord on.
Preferably, climb and be provided with pre-embedded bolt on block in described top, and one end of described pre-embedded bolt is embedded in and treats
In casting concrete vertical member, the other end pass through mountain type fix be scheduled on top climb block back cord on.
Preferably, described pre-embedded bolt is embedded in and treats that the one end in casting concrete vertical member is provided with crotch.
Preferably, form surfacing seam a that climb between block and intermediate mass in described bottom is located at 250 above lower floor's Vierendeel girder
At～350mm position.
Preferably, the form surfacing seam b position that climb between block in described intermediate mass and top is in upper strata frame to be poured
At the bottom position set a roof beam in place.
Preferably, described top climb block form surfacing upper end be located at upper strata Vierendeel girder to be poured top construction joint indwelling
At the 250～350mm position of place top.
Preferably, the keel fissure of displacement splicing of block is climbed in the keel of described intermediate mass and bottom or docking is connected；Intermediate mass
Keel and top climb the keel fissure of displacement splicing of block or docking is connected.
Preferably, described back cord is two square tubes be arrangeding in parallel or pipe, and Parallel Symmetric is arranged on split bolt
Both sides up and down.
Preferably, described back cord is single channel-section steel, and channel-section steel has the through hole through split bolt.
Compared with prior art the utility model has the characteristics that and beneficial effect.
1st, block is climbed on fixing top in the utility model structure and the bottom block that climbs makes the mould of concreting joint part
Plate is an entirety, makes concrete formation effect more preferable.
2nd, carry out concreting using the utility model, construction joint surfacing after concrete formation, impression quality is relatively
Good, no faulting of slab ends phenomenon, save the operations such as polishing and save correlative charges.
3rd, the utility model is used three-stage to have enough to meet the need screw rod through walls and fix top as pre embedded bolt and climbs block and bottom
Climb block, so that model sheetinstallat is reinforced convenient and swift, screw rod can be used in turn.
Brief description
Fig. 1 is to climb block schematic diagram in the bottom of the utility model embodiment one.
Fig. 2 is that climb block and intermediate mass of the utility model embodiment one bottom overlaps schematic diagram.
Fig. 3 is the utility model embodiment one intermediate mass and climbs block overlap joint schematic diagram in top.
Fig. 4 is the utility model embodiment one intermediate mass docks schematic diagram with the top block that climbs.
Fig. 5 is the utility model embodiment one intermediate mass docks schematic diagram with the bottom block that climbs.
Fig. 6 is the structural representation of the utility model embodiment two.
Fig. 7 is the enlarged diagram of structure a in Fig. 1.
Fig. 8 is pre-embedded bolt schematic diagram in the utility model.
Reference: 1-treat casting concrete vertical member, 2-inner template, 3-exterior sheathing, 31-bottom climb block,
32-intermediate mass, 33-top climb block, 4-split bolt, 5-keel, 6-back cord, 7-pre-embedded bolt, 8-lower floor beam,
9-upper strata treats that casting beams, 10-form surfacing seam a, 11-form surfacing seam b, 12-lower floor floor, 13-upper strata are to be poured
Build floor.
Specific embodiment
This floor gap concrete connects the formwork structure of stubble construction, includes to be located at and to be poured builds concrete vertical member 1
The side template of periphery, wherein between the side template of offside, drawknot has split bolt 4, wherein props up to be located at and to be poured builds the vertical structure of concrete
The exterior sheathing 3 of part 1 lateral surface includes climb block 31, intermediate mass 32, top of bottom and climbs block 33.
Embodiment one, referring to shown in Fig. 1 to Fig. 5, now, treats that casting concrete vertical member 1 is concrete frame to be poured
Post, lower floor's beam 8 and upper strata treat that casting beams 9 are Vierendeel girder.
As shown in Figures 1 to 5, in the present embodiment, described bottom block 31, the intermediate mass 32 and top block 33 that climbs that climbs is equal
Include form surfacing, along form surfacing lateral surface vertically spaced keel 5 and lateral separation is solid successively from top to down
It is scheduled on the back cord 6 in keel 5 outside.
Block 31 is climbed at lower floor's Vierendeel girder with the delivery position of concrete frame post to be poured in described bottom, and under
Climb form surfacing seam a10 of block 31 and intermediate mass 32 of portion is located at the top of lower floor's Vierendeel girder.
Block 33 is climbed at upper strata Vierendeel girder to be poured with the delivery position of concrete frame post to be poured in described top；
Form surfacing seam b11 climbed between block 33 and intermediate mass 32 in described top is located at the lower section of upper strata Vierendeel girder to be poured, and
And top climb the form surfacing of block 33 upper end be located at upper strata Vierendeel girder to be poured top construction joint indwelling at top.
In the present embodiment, climb and be provided with pre-embedded bolt 7, and one end of described pre-embedded bolt 7 on block 31 in described bottom
Be embedded in concrete frame post to be poured, the other end pass through mountain type fix be scheduled on bottom climb block 31 back cord on.
In the present embodiment, climb and be provided with pre-embedded bolt 7, and one end of described pre-embedded bolt 7 on block 33 in described top
Be embedded in concrete frame post to be poured, the other end pass through mountain type fix be scheduled on top climb block 33 back cord on.
In the present embodiment, one end that described pre-embedded bolt 7 is embedded in concrete frame post to be poured is provided with crotch.
In the present embodiment, form surfacing seam a10 climbed between block 31 and intermediate mass 32 in described bottom is located at lower floor's frame
At 300mm position above setting a roof beam in place.
In the present embodiment, the form surfacing seam b11 position climbed between block 33 in described intermediate mass 32 and top is in
At the bottom position of layer Vierendeel girder to be poured.
In the present embodiment, described top climb block 33 form surfacing upper end be located at upper strata Vierendeel girder to be poured top construct
At 300mm position above at seam indwelling.
As shown in Figures 2 and 3, the climb keel of block 31 of the keel of described intermediate mass 32 and bottom can be spliced with the fissure of displacement, in
Between the climb keel of block 33 of keel and top of block 32 can be spliced with the fissure of displacement.
As shown in Figure 4 and Figure 5, the climb keel of block 31 of the keel of described intermediate mass 32 and bottom can also dock and are connected,
The climb keel of block 33 of the keel of intermediate mass 32 and top also dock and are connected.
In the present embodiment, described back cord 6 is two pipes be arrangeding in parallel, and Parallel Symmetric is arranged on the upper of split bolt 4
Lower both sides.
Certainly in other embodiments, described back cord 6 can also be two square tubes be arrangeding in parallel.
In the present embodiment, described back cord 6 is single channel-section steel, and channel-section steel has the through hole through split bolt.
In the present embodiment, described inner template 2 is located between upper strata Vierendeel girder to be poured and lower floor's Vierendeel girder.
The technological process of the present embodiment and key points for operation:
This engineering method is common to exterior wall and lateral frame post, and circulates and have enough to meet the need upwards, admittedly taking any one floor in work progress
Frame column is illustrated:
Step one: preparation of construction；First have to be familiar with the construction technology of construction drawing and this engineering method, according to drawing and this engineering method
Construction technology carries out Reasonable mould, pre-buried good pre-embedded bolt 7 before the concreting of lower floor's Vierendeel girder, and bottom is climbed
Rise block 31 still to reinforce in the original location；Reinforcing bar in structure is qualified through concealment acceptance, meets matched moulds condition.
Step 2: the installation of intermediate mass 32；The installation of framed column template structure intermediate mass 32, the intermediate mass 32 of exterior sheathing 3
It is connected with the bottom constructed before block 31 fissure of displacement that climbs, formwork edge joint height is higher than 300mm at concrete construction joint indwelling, and whole
Body is reinforced, as shown in Figure 2 to Figure 3.
Certainly in other embodiments, intermediate mass 32 and the bottom constructed before climb block 31 can also be using in succession
Connect, as shown in Figure 4 and Figure 5.
Step 3: climb the installation of block 33 in top；After intermediate mass 32 installation of frame column exterior sheathing 3, installing frame
Climb block 33 on the top of trestle template intermediate mass 32 upper end, and two templates using overlap joint, piece position Qu Liang bottom, climb by top
Block 33 upper end extends at the upper 300mm of absolute altitude at construction joint indwelling (floor absolute altitude), after Vierendeel girder 12 outer template is installed, with
Climb block 33 and framed column template integral reinforcing, as shown in Figure 3 on top.
Certainly in other embodiments, intermediate mass 32 and the top constructed before climb block 33 can also be using in succession
Connect, as shown in Figure 4.
Step 4: pre-embedded bolt；On the form surfacing that the form surfacing of block 33 is climbed on top and block 31 is climbed in bottom
Respectively pre-buried two bolts, in case reinforcing, block 33 is climbed on top and climbs block 31 in bottom.Pre-embedded bolt 7 is worn using finished product three-stage
Wall screw rod, screw rod one end through walls for 200mm length crotch is embedded in concrete, and hook length 70mm is so as to reach anchoring effect
Really, outer end conehead can be used in turn.Shown in following Fig. 7 and Fig. 8.
Step 5: template system is reinforced and casting concrete；By inner template 2 and exterior sheathing 3 integrated regulation and reinforce, treat steel
Muscle is qualified through concealment acceptance, carries out concreting, pre-buried in concreting process after possessing concreting condition
Bolt 7 notes avoiding pre-embedded bolt 7 when nearby vibrating, and prevents from destroying.
Step 6: retain top during form removable and climb block 33；When concrete strength reaches form removable requirement, can be by
Framed column template and Vierendeel girder form removable, notice in demolishing process that retaining top climbs block 33, and are climbed block 33 profit in top
Individually reinforced with pre-embedded bolt 7.
After the completion of the construction of this Rotating fields, upper strata framed column template is installed, framed column template meets the situation of matched moulds requirement
Under, the top of the upper strata framed column template and reinforcing block 33 that climbs is overlapped integral reinforcing.Follow-up way is according to step one to step
Rapid six constructions, reach a complete operation circulation.
Embodiment two as shown in fig. 6, described treat that casting concrete vertical member 1 can also be concrete exterior wall to be poured,
When being when pouring concrete exterior wall whne casting concrete vertical member 1, this floor gap concrete connects the template knot of stubble construction
Structure, includes to be located at and to be poured build concrete exterior wall, be located at the inner template 2 building concrete exterior wall medial surface to be poured, be located at
The exterior sheathing 3 of concrete exterior wall lateral surface to be poured and the split bolt 4 that inner template 2 is fixedly connected with exterior sheathing 3, wherein
It is located at the exterior sheathing 3 building concrete exterior wall lateral surface to be poured and includes climb block 31, intermediate mass 32, top of bottom and climb block
33, described inner template 2 is located between upper strata build floor to be poured 13 and lower floor's floor 12.
Shown in Figure 7, in the present embodiment, climb and be provided with pre-embedded bolt 7 on block 31 in described bottom, and described pre-buried
One end of bolt 7 is embedded in concrete exterior wall to be poured, and the other end passes through mountain type and fix to be scheduled on bottom and climb the back cord of block 31
On.
In the present embodiment, climb and be provided with pre-embedded bolt 7, and one end of described pre-embedded bolt 7 on block 33 in described top
Be embedded in concrete frame post to be poured, the other end pass through mountain type fix be scheduled on top climb block 33 back cord on.
Shown in Figure 8, in the present embodiment, described pre-embedded bolt 7 is embedded in the one end in concrete frame post to be poured
It is provided with crotch.
Claims (10)
1. a kind of floor gap concrete connects the formwork structure of stubble construction, includes to be located at and to be poured builds concrete vertical member (1)
Periphery side template, wherein between the side template of offside drawknot have split bolt (4) it is characterised in that: wherein prop up be located to be poured
The exterior sheathing (3) building concrete vertical member (1) lateral surface includes climb block (31), intermediate mass (32), top of bottom and climbs
Block (33)；
Described bottom block (31), intermediate mass (32) and the top block (33) that climbs that climbs all includes form surfacing, along form surfacing
Lateral surface vertically spaced keel (5) and lateral separation is fixed on the back cord outside keel (5) successively from top to down
(6)；
The described bottom block (31) that climbs is located at lower floor's beam (8) and treat at the delivery position of casting concrete vertical member (1), and
Climb form surfacing seam a(10 of block (31) and intermediate mass (32) in bottom) it is located at the top of lower floor's beam (8)；
Positioned at upper strata, the described top block (33) that climbs treats that the handing-over of casting concrete vertical member (1) is treated on casting beams (9) and upper strata
At position；Form surfacing seam b(11 climbed between block (33) and intermediate mass (32) in described top) treat casting beams positioned at upper strata
(9) lower section, and the construction joint indwelling of casting beams (9) top is treated positioned at upper strata in the climb upper end of the form surfacing of block (33) of top
The top at place.
2. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: under described
Climb and be provided with pre-embedded bolt (7) on block (31) in portion, and one end of described pre-embedded bolt (7) is embedded in and treats that casting concrete erects
To in component (1), the other end pass through mountain type fix be scheduled on bottom climb block (31) back cord on.
3. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: on described
Climb and be provided with pre-embedded bolt (7) on block (33) in portion, and one end of described pre-embedded bolt (7) is embedded in and treats that casting concrete erects
To in component (1), the other end pass through mountain type fix be scheduled on top climb block (33) back cord on.
4. a kind of floor gap concrete according to Claims 2 or 3 connect stubble construction formwork structure it is characterised in that: institute
State pre-embedded bolt (7) and be embedded in and treat that the one end in casting concrete vertical member (1) is provided with crotch.
5. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: under described
Form surfacing seam a(10 climbed between block (31) and intermediate mass (32) in portion) it is located at 250～350mm position above lower floor's beam (8)
Put place.
6. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: in described
Between form surfacing seam b(11 climbed between block (33) of block (32) and top) position is in the bottom that casting beams (9) are treated on upper strata
At position.
7. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: on described
Portion treats 250～350mm position above at the construction joint indwelling of casting beams (9) top positioned at upper strata at the climb form surfacing upper end of block (33)
Put place.
8. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: in described
Between keel and the bottom of block (32) climb the keel fissure of displacement splicing of block (31) or docking is connected；The keel of intermediate mass (32) with upper
Portion climb block (33) the keel fissure of displacement splicing or docking connect.
9. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: the described back of the body
Stupefied (6) are two square tubes be arrangeding in parallel or pipe, and Parallel Symmetric is arranged on the both sides up and down of split bolt (4).
10. a kind of floor gap concrete according to claim 1 connect stubble construction formwork structure it is characterised in that: described
Back cord (6) is single channel-section steel, and channel-section steel has the through hole through split bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620344018.8U CN205894670U (en) | 2016-04-22 | 2016-04-22 | Concrete connects template structure of stubble construction between floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620344018.8U CN205894670U (en) | 2016-04-22 | 2016-04-22 | Concrete connects template structure of stubble construction between floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894670U true CN205894670U (en) | 2017-01-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620344018.8U Expired - Fee Related CN205894670U (en) | 2016-04-22 | 2016-04-22 | Concrete connects template structure of stubble construction between floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894670U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836565A (en) * | 2017-02-15 | 2017-06-13 | 山西二建集团有限公司 | Three-section water stop screw rod control shear wall exterior wall connects a batch method |
| CN107780655A (en) * | 2017-11-23 | 2018-03-09 | 中国建筑第二工程局有限公司 | A kind of climbing type flue formwork system and its construction method |
| CN110700586A (en) * | 2019-10-14 | 2020-01-17 | 重庆建工建筑产业技术研究院有限公司 | Refined construction method for formwork at near-empty part |
| CN114352008A (en) * | 2022-01-06 | 2022-04-15 | 北京城建集团有限责任公司 | Comprehensive beam column template system and construction method thereof |
-
2016
- 2016-04-22 CN CN201620344018.8U patent/CN205894670U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836565A (en) * | 2017-02-15 | 2017-06-13 | 山西二建集团有限公司 | Three-section water stop screw rod control shear wall exterior wall connects a batch method |
| CN106836565B (en) * | 2017-02-15 | 2019-02-19 | 山西二建集团有限公司 | Three-section water stop screw rod control shear wall exterior wall connects a batch method |
| CN107780655A (en) * | 2017-11-23 | 2018-03-09 | 中国建筑第二工程局有限公司 | A kind of climbing type flue formwork system and its construction method |
| CN107780655B (en) * | 2017-11-23 | 2023-04-14 | 中国建筑第二工程局有限公司 | Climbing type flue formwork system and construction method thereof |
| CN110700586A (en) * | 2019-10-14 | 2020-01-17 | 重庆建工建筑产业技术研究院有限公司 | Refined construction method for formwork at near-empty part |
| CN114352008A (en) * | 2022-01-06 | 2022-04-15 | 北京城建集团有限责任公司 | Comprehensive beam column template system and construction method thereof |
| CN114352008B (en) * | 2022-01-06 | 2023-11-03 | 北京城建集团有限责任公司 | Comprehensive beam column template system and construction method thereof |
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| 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: 20170118 Termination date: 20170422 |
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| CF01 | Termination of patent right due to non-payment of annual fee |