CN208396291U - A kind of template system for the cast-in-place collar tie beam of assembled engineering - Google Patents
A kind of template system for the cast-in-place collar tie beam of assembled engineering Download PDFInfo
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- CN208396291U CN208396291U CN201820864193.9U CN201820864193U CN208396291U CN 208396291 U CN208396291 U CN 208396291U CN 201820864193 U CN201820864193 U CN 201820864193U CN 208396291 U CN208396291 U CN 208396291U
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- keelson
- fixed frame
- wall body
- precast wall
- cast
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Abstract
The utility model is a kind of template system for the cast-in-place collar tie beam of assembled engineering, including precast wall body, superimposed sheet and circle keelson.The top of precast wall body, which is spaced apart, is equipped with pattern hole, is installed with through-wall bolt in pattern hole, the steel bracket of retainer plate keelson is connected on the inside of precast wall body, through-wall bolt.It encloses keelson to be arranged on steel bracket, the top surface for enclosing keelson is in contact with the bottom surface of superimposed sheet, encloses the bottom surface of keelson lower than precast wall body top surface, and enclose keelson and be in contact with the medial surface of precast wall body.The template system is easy for construction, enclose keelson secure seal, the disturbance in concreting process to circle keelson can be effectively prevented from, the stability of circle keelson is obviously improved, the pouring quality of cast-in-site stripe has significant improvement, the repairing polishing for reducing the later period, reduces later maintenance cost.
Description
Technical field
The utility model relates to the realm of building construction, and in particular to a kind of template body for the cast-in-place collar tie beam of assembled engineering
System.
Background technique
Assembled-type house is completion that some or all of house component is prefabricated in the factory, and is then transported to construction site,
Component is assembled by reliable connection type, the house built by industrialized production method.With traditional building phase
Than improving house general safety since component precision is higher, can improve the common quality defects such as wall crazing, leakage to the maximum extent
Grade, fire line and durability, and since it uses light partition wall system, owner can according to need change finishing, assembly
Formula house is widely popularized.
During assembled-type house is built, it is firm how the gap between precast wall body and superimposed sheet seals, and is to guarantee
The essential step of cast-in-place collar tie beam construction quality.The directly fixed precast wall body of through-wall bolt is mostly used at present, and this is leaned on spiral shell through walls
The fixed method leakproofness of bolt is poor, and precision does not reach requirement, and is not suitable for pouring for cast-in-site stripe.
Utility model content
The purpose of this utility model is to provide a kind of template systems for the cast-in-place collar tie beam of assembled engineering, existing to solve
There is the method leakproofness in technology using the directly fixed precast wall body of through-wall bolt poor, precision does not reach requirement, and is not suitable for existing
Pour the technical issues of pouring of band.
In order to solve the above-mentioned technical problem, the utility model provides a kind of template body for the cast-in-place collar tie beam of assembled engineering
System, including precast wall body, superimposed sheet and circle keelson, it is characterised in that:
The top of the precast wall body, which is spaced apart, is equipped with pattern hole, through-wall bolt is installed in pattern hole, in precast wall body
The steel bracket of retainer plate keelson is connected on inside, through-wall bolt；
The circle keelson is arranged on steel bracket, and the top surface for enclosing keelson is in contact with the bottom surface of superimposed sheet, circle side dragon
The bottom surface of bone is lower than the top surface of precast wall body, and encloses keelson and be in contact with the medial surface of precast wall body.
Preferably, the steel bracket includes the horizontal tray of bracing ring keelson and circle keelson is pressed in precast wall body
On fixed frame；
Vertical long hole is offered on the horizontal tray, the through-wall bolt passes through the mould on vertical long hole and precast wall body
Plate hole, and the first nut is threaded on through-wall bolt, horizontal tray is fixed on the inside of precast wall body by the first nut
On face；
The lower end of the fixed frame and horizontal tray are articulated and connected, and the upper end of fixed frame is in contact with circle keelson, described
Through-wall bolt passes through fixed frame and is threaded with the second nut, and circle keelson is withstood in the upper end of fixed frame by the second nut.
Preferably, the horizontal tray includes riser, the horizontal supporting plate that riser upper end is arranged in, is arranged in riser lower end
Horizontal connecting plate, vertical long hole is offered on the riser, the lower end of the fixed frame and horizontal connecting plate are articulated and connected.
Preferably, the fixed frame includes fixed frame pressing plate and the fixed frame connecting plate for being connected to fixed frame pressing plate both ends,
The fixed frame connecting plate and horizontal connecting plate are articulated and connected.
Preferably, the first gasket is provided between first nut and riser.
Preferably, the second gasket is provided between second nut and fixed frame.
Compared with prior art, it the characteristics of the utility model and has the beneficial effect that
(1) template system for the cast-in-place collar tie beam of assembled engineering of the utility model is between superimposed sheet and precast wall body
Setting circle keelson, to realize circle keelson secure seal, is protected by steel bracket engagement through-wall bolt come retainer plate keelson
Demonstrate,prove the pouring quality of concrete.
(2) template system for the cast-in-place collar tie beam of assembled engineering of the utility model passes through steel bracket engagement through-wall bolt
Carry out retainer plate keelson, it is easy to operate, it can be effectively prevented from the disturbance in concreting process to circle keelson, enclose keelson
Stability be obviously improved, the pouring quality of cast-in-site stripe has significant improvement, reduce the later period repairing polishing, subtract
Later maintenance cost is lacked.
(3) template system for the cast-in-place collar tie beam of assembled engineering of the utility model passes through steel bracket engagement through-wall bolt
Carry out retainer plate keelson, steel carrier structure is simple, low manufacture cost, can be used in turn, and reduces the wasting of resources.
Detailed description of the invention
Fig. 1 is schematic diagram when opening for steel bracket in the template system of the cast-in-place collar tie beam of assembled engineering.
Fig. 2 is the enlarged diagram of part A in Fig. 1.
Fig. 3 is the right side view of Fig. 1.
Fig. 4 is for the schematic diagram in the template system of the cast-in-place collar tie beam of assembled engineering when steel bracket compacting circle keelson.
Fig. 5 is the right side view of Fig. 4.
Fig. 6 is the schematic front view of steel bracket.
Fig. 7 is the right side view of Fig. 6.
Appended drawing reference: the cast-in-place collar tie beam of 1- precast wall body, 2-, 3- superimposed sheet, 4- enclose keelson, 5- steel bracket, 51- level support
Frame, 511- riser, 512- horizontal supporting plate, 513- horizontal connecting plate, 52- fixed frame, 521- fixed frame pressing plate, 522- fixed frame
The vertical long hole of connecting plate, 53-, 6- through-wall bolt, the first nut of 7-, the first gasket of 8-, the second nut of 9-, the second gasket of 10-.
Specific embodiment
To make technological means of the utility model, character of innovation, reaching purpose and effect is easy to understand, below
The present invention will be further described.
The embodiment recorded herein is the specific specific embodiment of the utility model, for illustrating the utility model
Design, be it is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be public based on the claim of this application book and specification institute
For the content opened using obvious other technical solutions, these technical solutions include using doing to the embodiment recorded herein
The technical solution of any obvious substitutions and modifications out.
As shown in Fig. 1~5, a kind of template system for the cast-in-place collar tie beam of assembled engineering, including it is precast wall body (1), folded
Plywood (3) and circle keelson (4).Since superimposed sheet (3) is higher by a distance than the top edge of precast wall body (1), need herein
It to be molded using circle keelson (4).It is reserved every 1500mm and offers a pattern hole in the top of precast wall body (1).Mould
It is installed with through-wall bolt (6) in plate hole, is connected with retainer plate keelson (4) on the inside of precast wall body (1), through-wall bolt (6)
Steel bracket (5).It encloses keelson (4) to be arranged on steel bracket (5), encloses the top surface of keelson (4) and the bottom surface of superimposed sheet (3)
It is in contact, the bottom surface of circle keelson (4) is lower than the top surface of precast wall body (1), and encloses keelson (4) and precast wall body (1)
Medial surface is in contact.
Steel bracket (5) is made of the steel plate of 3mm thickness, horizontal tray (51) and general including bracing ring keelson (4)
Circle keelson (4) is pressed in the fixed frame (52) on precast wall body (1).Horizontal tray (51) includes riser (511), is arranged in riser
(511) horizontal connecting plate (513) of the horizontal supporting plate (512) of upper end, setting in riser (511) lower end, horizontal supporting plate
(512) size and circle keelson (4) is adapted.It is offered on riser (511) vertical long hole (53), the water of vertical long hole (53)
Pattern hole on flat hole diameter and precast wall body (1) is adapted, the template in the vertical length and precast wall body of vertical long hole (53)
The position in hole is adapted, and is conveniently adjusted the height of steel bracket (5).The lower end and horizontal connecting plate (513) of fixed frame (52) are hinged
Connection.Fixed frame (52) includes fixed frame pressing plate (521) and the fixed frame connecting plate for being connected to fixed frame pressing plate (521) both ends
(522), fixed frame connecting plate (522) and horizontal connecting plate (513) are articulated and connected.
It is offered on horizontal tray (51) vertical long hole (53), through-wall bolt (6) passes through vertical long hole (53) and dry wall
Pattern hole on body (1), and the first nut (7) are threaded on through-wall bolt (6), the first nut (7) and riser (511)
Between be provided with the first gasket (8).Horizontal tray (51) is fixed on the medial surface of precast wall body (1) by the first nut (7).
As shown in figs. 6-7, the lower end of fixed frame (52) and horizontal tray (51) are articulated and connected, and rotation fixed frame (52) is extremely
The upper end of fixed frame (52) is in contact with circle keelson (4), and through-wall bolt (6) passes through fixed frame (52) and is threaded with
Second nut (9) is provided with the second gasket (10) between the second nut (9) and fixed frame (52), and the second nut (9) is by fixed frame
(52) circle keelson (4) is withstood in upper end.
The construction method of the above-mentioned template system for the cast-in-place collar tie beam of assembled engineering are as follows:
Step 1: first installing precast wall body (1), and the top of precast wall body (1) is reserved every 1500mm offers a mould
Plate hole.
Step 2: steel bracket (5) are installed in precast wall body (1) upper inner, through-wall bolt (6) passes through horizontal tray (51)
Riser (511) on vertical long hole (53) and precast wall body (1) on pattern hole, and be arranged first on through-wall bolt (6)
Gasket (8) is then threadedly coupled on through-wall bolt (6) the first nut (7), and then horizontal tray (51) is fixed on dry wall
On the upper inner face of body (1), the first nut (7) not tightened at this time.
Step 3: circle keelson (4) is placed on the horizontal tray (51) of steel bracket (5), guarantees circle keelson (4)
Bottom surface is lower than the top surface of precast wall body (1), and adjustment horizontal tray (51) is horizontal, and the first nut (7) is tightened, horizontal support is fixed
Frame (51).
Step 4: rotation fixed frame (52), through-wall bolt (6) pass through fixed frame (52), and fixed frame (52) compacting is being enclosed
It on the side of the separate precast wall body (1) of keelson (4), is installed on through-wall bolt (6) the second gasket (10), and with the second spiral shell
Female (9) tighten fixation, and then steel bracket (5) is fixed circle keelson (4), guarantee circle keelson (4) and precast wall body (1)
Medial surface is in contact.
Step 5: being laid with superimposed sheet (3) on circle keelson (4), guarantees circle keelson (4) and superimposed sheet (3) closely knit patch
It closes.
Step 6: it is poured in the cavity that the top of precast wall body (1) is surrounded with circle keelson (4), superimposed sheet (3) cast-in-place
Collar tie beam (2).
The above various embodiments is only used for that the utility model is explained, and does not constitute the limit to scope of the claims
Fixed, other alternative means that those skilled in the art are contemplated that according to the utility model description should all be practical at this
Within novel scope of protection of the claims.
Claims (6)
1. a kind of template system for the cast-in-place collar tie beam of assembled engineering, including precast wall body, superimposed sheet and circle keelson, special
Sign is:
The top of the precast wall body, which is spaced apart, is equipped with pattern hole, is installed with through-wall bolt in pattern hole, precast wall body inside,
The steel bracket of retainer plate keelson is connected on through-wall bolt；
The circle keelson is arranged on steel bracket, and the top surface for enclosing keelson is in contact with the bottom surface of superimposed sheet, encloses keelson
Bottom surface is lower than the top surface of precast wall body, and encloses keelson and be in contact with the medial surface of precast wall body.
2. a kind of template system for the cast-in-place collar tie beam of assembled engineering according to claim 1, it is characterised in that: described
The fixed frame that steel bracket includes the horizontal tray of bracing ring keelson and is pressed in circle keelson on precast wall body；
Vertical long hole is offered on the horizontal tray, the through-wall bolt passes through the template on vertical long hole and precast wall body
Hole, and the first nut is threaded on through-wall bolt, horizontal tray is fixed on the medial surface of precast wall body by the first nut
On；
The lower end of the fixed frame and horizontal tray are articulated and connected, and the upper end of fixed frame is in contact with circle keelson, described through walls
Bolt passes through fixed frame and is threaded with the second nut, and circle keelson is withstood in the upper end of fixed frame by the second nut.
3. a kind of template system for the cast-in-place collar tie beam of assembled engineering according to claim 2, it is characterised in that: described
Horizontal tray includes riser, the horizontal supporting plate that riser upper end is arranged in, the horizontal connecting plate that riser lower end is arranged in, described perpendicular
Vertical long hole is offered on plate, the lower end of the fixed frame and horizontal connecting plate are articulated and connected.
4. a kind of template system for the cast-in-place collar tie beam of assembled engineering according to claim 2, it is characterised in that: described
Fixed frame includes fixed frame pressing plate and the fixed frame connecting plate for being connected to fixed frame pressing plate both ends, the fixed frame connecting plate and water
The articulated connection of flushconnection plate.
5. a kind of template system for the cast-in-place collar tie beam of assembled engineering according to claim 3, it is characterised in that: described
The first gasket is provided between first nut and riser.
6. a kind of template system for the cast-in-place collar tie beam of assembled engineering according to claim 2, it is characterised in that: described
The second gasket is provided between second nut and fixed frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820864193.9U CN208396291U (en) | 2018-06-06 | 2018-06-06 | A kind of template system for the cast-in-place collar tie beam of assembled engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820864193.9U CN208396291U (en) | 2018-06-06 | 2018-06-06 | A kind of template system for the cast-in-place collar tie beam of assembled engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396291U true CN208396291U (en) | 2019-01-18 |
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ID=65134785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820864193.9U Active CN208396291U (en) | 2018-06-06 | 2018-06-06 | A kind of template system for the cast-in-place collar tie beam of assembled engineering |
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| CN (1) | CN208396291U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643562A (en) * | 2018-06-06 | 2018-10-12 | 北京住总第三开发建设有限公司 | A kind of template system and construction method for the cast-in-place collar tie beam of assembled engineering |
| CN110397268A (en) * | 2019-07-20 | 2019-11-01 | 山东金城建设有限公司 | Ring beam template and board support integrated design and construction method are poured after fabricated shear wall |
| CN111851997A (en) * | 2020-08-07 | 2020-10-30 | 唐山昱邦新型建材有限公司 | Construction method for post-cast section template of laminated slab |
-
2018
- 2018-06-06 CN CN201820864193.9U patent/CN208396291U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643562A (en) * | 2018-06-06 | 2018-10-12 | 北京住总第三开发建设有限公司 | A kind of template system and construction method for the cast-in-place collar tie beam of assembled engineering |
| CN108643562B (en) * | 2018-06-06 | 2023-11-07 | 北京住总第三开发建设有限公司 | Template system for cast-in-situ ring beam of assembly type engineering and construction method |
| CN110397268A (en) * | 2019-07-20 | 2019-11-01 | 山东金城建设有限公司 | Ring beam template and board support integrated design and construction method are poured after fabricated shear wall |
| CN111851997A (en) * | 2020-08-07 | 2020-10-30 | 唐山昱邦新型建材有限公司 | Construction method for post-cast section template of laminated slab |
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